A B C D E F G H I J K L M N O P Q R S
1 ID river reach RS profile frequency upType dnType upSlope dnSlope knownWSDn knownWSUp dischargeStatusDn wsElevStatusDn dischargeStatusUp wsElevStatusUp critWs wsElev frequencyOrder
2 1 RIVER-1 Reach-1 140.000000 PF 1 1%-annual-chance 3 3 0.004000 0.004000 -9999.000000 -9999.000000 FALSE FALSE FALSE FALSE 1730.229980 1734.939941 1

  A B C D E F G
1 ID river reach rs profile wsType wsValue

  A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF AG AH AI AJ AK AL AM AN AO AP AQ AR AS AT AU AV AW AX AY AZ
1 ID RIVER REACH RS STRUC BANKSTAL BANKSTAR RLEN LOB RLEN CHL RLEN ROB EXP CONTR NUMINEFF INEFFOPT LEVEEOPT_L LEVEEOPT_R LAbutSt LAbutElv RAbutSt RAbutElv MaxLoCd LmnTpRd RmnTpRd MnTpRd slopeL slopeR centerSta numBarrel Order cc ce dob_dc fc2_fc1 inEffStaL inEffStaR inEffElvL inEffElvR lidOption blockOption abutmentSkew grrdStalst grrdElvlst grrdStaLast grrdElvLast grStalst grElvlst grStaLast grElvLast rdStalst rdElvlst rdStaLast rdElvLast
2 1 RIVER-1 Reach-1 390.000000 100.000000 170.000000 420.899994 420.899994 420.209991 0.300000 0.100000                         0.000000 0.000000   1 1         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 116.750999 1786.511963 1701.000000 1786.847046 116.750999 1786.511963 1701.000000 1786.847046 -9999.000000 -9999.000000 -9999.000000 -9999.000000
3 2 RIVER-1 Reach-1 380.000000 100.000000 170.000000 170.000000 170.960007 173.000000 0.300000 0.100000                         0.000000 0.000000   1 2         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 116.750999 1784.009033 1701.000000 1784.343994 116.750999 1784.009033 1701.000000 1784.343994 -9999.000000 -9999.000000 -9999.000000 -9999.000000
4 3 RIVER-1 Reach-1 370.000000 100.000000 170.000000 222.000000 232.149994 238.000000 0.300000 0.100000                         0.000000 0.000000   1 3         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 116.750999 1780.563965 1701.000000 1780.899048 116.750999 1780.563965 1701.000000 1780.899048 -9999.000000 -9999.000000 -9999.000000 -9999.000000
5 4 RIVER-1 Reach-1 360.000000 100.000000 170.000000 323.000000 314.290009 310.000000 0.300000 0.100000                         0.000000 0.000000   1 4         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 100.000000 1779.739990 170.000000 1779.739990 100.000000 1779.739990 170.000000 1779.739990 -9999.000000 -9999.000000 -9999.000000 -9999.000000
6 5 RIVER-1 Reach-1 350.000000 100.000000 170.000000 439.000000 436.709991 435.000000 0.300000 0.100000                         0.000000 0.000000   1 5         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 116.750999 1777.833984 1701.000000 1778.168945 116.750999 1777.833984 1701.000000 1778.168945 -9999.000000 -9999.000000 -9999.000000 -9999.000000
7 6 RIVER-1 Reach-1 340.000000 100.000000 170.000000 85.000000 85.000000 85.000000 0.300000 0.100000                         0.000000 0.000000   1 6         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1001.000000 1776.348999 1701.000000 1776.348999 1001.000000 1776.348999 1701.000000 1776.348999 -9999.000000 -9999.000000 -9999.000000 -9999.000000
8 7 RIVER-1 Reach-1 338.000000 0.000000 70.000000 95.000000 95.000000 95.000000 0.300000 0.100000                         0.000000 0.000000   1 7         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 0.000000 1775.170044 70.000000 1775.170044 0.000000 1775.170044 70.000000 1775.170044 -9999.000000 -9999.000000 -9999.000000 -9999.000000
9 8 RIVER-1 Reach-1 337.000000 0.000000 102.000000 60.000000 60.000000 60.000000 0.300000 0.100000                         0.000000 0.000000   1 8         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE -45.000000 1784.900024 142.000000 1785.000000 -45.000000 1784.900024 142.000000 1785.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000
10 9 RIVER-1 Reach-1 335.000000 100.000000 180.000000 40.000000 40.000000 40.000000 0.300000 0.100000                         0.000000 0.000000   1 9         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 100.000000 1785.150024 180.000000 1785.150024 100.000000 1785.150024 180.000000 1785.150024 -9999.000000 -9999.000000 -9999.000000 -9999.000000
11 10 RIVER-1 Reach-1 334.000000 0.000000 125.000000 210.000000 210.000000 210.000000 0.300000 0.100000                         0.000000 0.000000   1 10         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 0.000000 1783.000000 125.000000 1786.000000 0.000000 1783.000000 125.000000 1786.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000
12 11 RIVER-1 Reach-1 330.000000 100.000000 180.000000 343.489990 343.489990 343.489990 0.300000 0.100000                         0.000000 0.000000   1 11         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1001.000000 1783.548950 1801.000000 1783.548950 1001.000000 1783.548950 1801.000000 1783.548950 -9999.000000 -9999.000000 -9999.000000 -9999.000000
13 12 RIVER-1 Reach-1 320.000000 1022.109985 1153.839966 489.890015 489.100006 487.690002 0.300000 0.100000                         0.000000 0.000000   1 12         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1781.660034 1191.199951 1781.589966 1000.000000 1781.660034 1191.199951 1781.589966 -9999.000000 -9999.000000 -9999.000000 -9999.000000
14 13 RIVER-1 Reach-1 310.000000 1022.979980 1171.530029 102.639999 100.279999 105.699997 0.300000 0.100000                         0.000000 0.000000   1 13         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1779.060059 1198.800049 1779.060059 1000.000000 1779.060059 1198.800049 1779.060059 -9999.000000 -9999.000000 -9999.000000 -9999.000000
15 14 RIVER-1 Reach-1 300.000000 1025.540039 1128.560059 102.540001 102.750000 98.550003 0.300000 0.100000                         0.000000 0.000000   1 14         -9999.000000 1147.130005 1777.380005 1777.359985 1 FALSE 1000.000000 1777.060059 1147.130005 1777.609985 1000.000000 1777.060059 1147.130005 1777.609985 -9999.000000 -9999.000000 -9999.000000 -9999.000000
16 15 RIVER-1 Reach-1 295.000000 Bridge-UP 1025.540039 1128.560059 102.550003 102.550003 102.550003 0.300000 0.100000         1025.540039 -9999.000000 1128.560059 -9999.000000 1775.180054 1779.180054 1779.180054 1779.180054   1077.050049 1 15         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1779.180054 1147.130005 1779.180054 1000.000000 1777.060059 1147.130005 1777.609985 1000.000000 1779.180054 1147.130005 1779.180054
17 16 RIVER-1 Reach-1 295.000000 Bridge-DN 1047.979980 1151.000000 102.540001 102.750000 98.550003 0.300000 0.100000         1047.979980 -9999.000000 1151.000000 -9999.000000 1775.180054 1779.180054 1777.030029 1779.180054   1099.489990 1 15         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1779.180054 1160.589966 1777.030029 1000.000000 1777.859985 1160.589966 1777.030029 1000.000000 1779.180054 1151.000000 1779.180054
18 17 RIVER-1 Reach-1 290.000000 1047.979980 1151.000000 14.680000 14.950000 12.700000 0.300000 0.100000                         0.000000 0.000000   1 16         -9999.000000 1160.589966 1776.260010 1776.260010 1 FALSE 1000.000000 1777.859985 1160.589966 1777.030029 1000.000000 1777.859985 1160.589966 1777.030029 -9999.000000 -9999.000000 -9999.000000 -9999.000000
19 18 RIVER-1 Reach-1 280.000000 1044.869995 1151.209961 1.000000 1.000000 1.000000 0.300000 0.100000                         0.000000 0.000000   1 17         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1778.060059 1160.650024 1776.260010 1000.000000 1778.060059 1160.650024 1776.260010 -9999.000000 -9999.000000 -9999.000000 -9999.000000
20 19 RIVER-1 Reach-1 270.000000 1008.919983 1116.050049 33.840000 21.920000 8.990000 0.300000 0.100000                         0.000000 0.000000   1 18         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 964.000000 1778.060059 1132.660034 1776.260010 964.000000 1778.060059 1132.660034 1776.260010 -9999.000000 -9999.000000 -9999.000000 -9999.000000
21 20 RIVER-1 Reach-1 260.000000 1033.310059 1171.520020 1.000000 1.000000 1.000000 0.300000 0.100000                         0.000000 0.000000   1 19         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1777.660034 1187.739990 1778.260010 1000.000000 1777.660034 1187.739990 1778.260010 -9999.000000 -9999.000000 -9999.000000 -9999.000000
22 21 RIVER-1 Reach-1 250.000000 1036.040039 1171.849976 57.450001 58.599998 58.439999 0.300000 0.100000                         0.000000 0.000000   1 20         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1777.660034 1190.219971 1779.250000 1000.000000 1777.660034 1190.219971 1779.250000 -9999.000000 -9999.000000 -9999.000000 -9999.000000
23 22 RIVER-1 Reach-1 240.000000 1026.079956 1194.469971 496.309998 492.000000 488.690002 0.300000 0.100000                         0.000000 0.000000   1 21         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1777.060059 1280.880005 1777.750000 1000.000000 1777.060059 1280.880005 1777.750000 -9999.000000 -9999.000000 -9999.000000 -9999.000000
24 23 RIVER-1 Reach-1 230.000000 1034.849976 1169.030029 490.459991 494.760010 498.910004 0.300000 0.100000                         0.000000 0.000000   1 22         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1765.859985 1205.520020 1769.119995 1000.000000 1765.859985 1205.520020 1769.119995 -9999.000000 -9999.000000 -9999.000000 -9999.000000
25 24 RIVER-1 Reach-1 220.000000 1041.510010 1160.790039 464.690002 476.720001 489.339996 0.300000 0.100000                         0.000000 0.000000   1 23         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1761.959961 1199.319946 1760.560059 1000.000000 1761.959961 1199.319946 1760.560059 -9999.000000 -9999.000000 -9999.000000 -9999.000000
26 25 RIVER-1 Reach-1 210.000000 1000.000000 1113.219971 499.739990 500.380005 500.049988 0.300000 0.100000                         0.000000 0.000000   1 24         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 951.700012 1754.260010 1141.880005 1755.469971 951.700012 1754.260010 1141.880005 1755.469971 -9999.000000 -9999.000000 -9999.000000 -9999.000000
27 26 RIVER-1 Reach-1 200.000000 1000.000000 1122.869995 494.160004 495.369995 496.559998 0.300000 0.100000                         0.000000 0.000000   1 25         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 956.380005 1751.060059 1144.300049 1750.619995 956.380005 1751.060059 1144.300049 1750.619995 -9999.000000 -9999.000000 -9999.000000 -9999.000000
28 27 RIVER-1 Reach-1 190.000000 1000.000000 1121.489990 499.179993 497.739990 497.100006 0.300000 0.100000                         0.000000 0.000000   1 26         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 950.330017 1745.760010 1144.920044 1743.900024 950.330017 1745.760010 1144.920044 1743.900024 -9999.000000 -9999.000000 -9999.000000 -9999.000000
29 28 RIVER-1 Reach-1 180.000000 1037.900024 1178.310059 490.600006 491.829987 492.369995 0.300000 0.100000                         0.000000 0.000000   1 27         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1740.660034 1197.859985 1740.530029 1000.000000 1740.660034 1197.859985 1740.530029 -9999.000000 -9999.000000 -9999.000000 -9999.000000
30 29 RIVER-1 Reach-1 170.000000 1042.949951 1183.420044 486.670013 487.260010 487.820007 0.300000 0.100000                         0.000000 0.000000   1 28         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1736.859985 1203.329956 1738.260010 1000.000000 1736.859985 1203.329956 1738.260010 -9999.000000 -9999.000000 -9999.000000 -9999.000000
31 30 RIVER-1 Reach-1 160.000000 1042.380005 1195.859985 501.429993 501.510010 502.700012 0.300000 0.100000                         0.000000 0.000000   1 29         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1736.260010 1203.670044 1738.069946 1000.000000 1736.260010 1203.670044 1738.069946 -9999.000000 -9999.000000 -9999.000000 -9999.000000
32 31 RIVER-1 Reach-1 150.000000 1018.390015 1152.459961 491.390015 489.940002 488.880005 0.300000 0.100000                         0.000000 0.000000   1 30         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1734.260010 1169.719971 1733.689941 1000.000000 1734.260010 1169.719971 1733.689941 -9999.000000 -9999.000000 -9999.000000 -9999.000000
33 32 RIVER-1 Reach-1 140.000000 1149.719971 1265.630005 64.739998 64.139999 64.089996 0.300000 0.100000                         0.000000 0.000000   1 31         -9999.000000 1343.829956 1730.670044 1730.560059 1 FALSE 1000.000000 1731.760010 1343.829956 1730.439941 1000.000000 1731.760010 1343.829956 1730.439941 -9999.000000 -9999.000000 -9999.000000 -9999.000000
34 33 RIVER-1 Reach-1 130.000000 1035.810059 1142.810059 120.769997 119.690002 117.860001 0.300000 0.100000                         0.000000 0.000000   1 32         -9999.000000 1174.349976 1730.260010 1730.260010 1 FALSE 1000.000000 1730.859985 1174.349976 1730.949951 1000.000000 1730.859985 1174.349976 1730.949951 -9999.000000 -9999.000000 -9999.000000 -9999.000000
35 34 RIVER-1 Reach-1 125.000000 Bridge-UP 1035.810059 1142.810059 119.489998 119.489998 119.489998 0.300000 0.100000         1035.810059 -9999.000000 1142.810059 -9999.000000 1729.790039 1733.689941 1733.689941 1733.689941   1089.310059 1 33         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1733.689941 1174.349976 1733.689941 1000.000000 1730.859985 1174.349976 1730.949951 1000.000000 1733.689941 1174.349976 1733.689941
36 35 RIVER-1 Reach-1 125.000000 Bridge-DN 1029.489990 1136.489990 120.769997 119.690002 117.860001 0.300000 0.100000         1029.489990 -9999.000000 1136.489990 -9999.000000 1729.790039 1733.689941 1733.689941 1733.689941   1082.989990 1 33         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1733.689941 1174.349976 1733.689941 1000.000000 1732.560059 1146.339966 1730.260010 1000.000000 1733.689941 1174.349976 1733.689941
37 36 RIVER-1 Reach-1 120.000000 1029.489990 1136.489990 88.769997 90.110001 93.129997 0.300000 0.100000                         0.000000 0.000000   1 34         -9999.000000 1146.339966 1730.260010 1730.260010 1 FALSE 1000.000000 1732.560059 1146.339966 1730.260010 1000.000000 1732.560059 1146.339966 1730.260010 -9999.000000 -9999.000000 -9999.000000 -9999.000000
38 37 RIVER-1 Reach-1 110.000000 1022.669983 1137.410034 25.990000 25.690001 26.180000 0.300000 0.100000                         0.000000 0.000000   1 35         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1734.760010 1164.660034 1733.959961 1000.000000 1734.760010 1164.660034 1733.959961 -9999.000000 -9999.000000 -9999.000000 -9999.000000
39 38 RIVER-1 Reach-1 100.000000 1022.270020 1132.680054 289.859985 295.130005 299.750000 0.300000 0.100000                         0.000000 0.000000   1 36         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1734.260010 1162.479980 1732.260010 1000.000000 1734.260010 1162.479980 1732.260010 -9999.000000 -9999.000000 -9999.000000 -9999.000000
40 39 RIVER-1 Reach-1 90.000000 1056.449951 1168.180054 495.140015 482.190002 465.140015 0.300000 0.100000                         0.000000 0.000000   1 37         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1728.260010 1187.500000 1730.280029 1000.000000 1728.260010 1187.500000 1730.280029 -9999.000000 -9999.000000 -9999.000000 -9999.000000
41 40 RIVER-1 Reach-1 80.000000 1147.290039 1269.910034 455.760010 470.679993 481.959991 0.300000 0.100000                         0.000000 0.000000   1 38         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1728.260010 1287.780029 1727.109985 1000.000000 1728.260010 1287.780029 1727.109985 -9999.000000 -9999.000000 -9999.000000 -9999.000000
42 41 RIVER-1 Reach-1 70.000000 1084.099976 1197.560059 493.269989 497.950012 498.079987 0.300000 0.100000                         0.000000 0.000000   1 39         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1725.560059 1233.609985 1722.329956 1000.000000 1725.560059 1233.609985 1722.329956 -9999.000000 -9999.000000 -9999.000000 -9999.000000
43 42 RIVER-1 Reach-1 60.000000 1120.140015 1223.410034 499.619995 499.269989 502.100006 0.300000 0.100000                         0.000000 0.000000   1 40         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1722.260010 1400.910034 1722.260010 1000.000000 1722.260010 1400.910034 1722.260010 -9999.000000 -9999.000000 -9999.000000 -9999.000000
44 43 RIVER-1 Reach-1 50.000000 1066.670044 1235.550049 334.290009 305.600006 277.630005 0.300000 0.100000                         0.000000 0.000000   1 41         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1725.260010 1249.780029 1722.260010 1000.000000 1725.260010 1249.780029 1722.260010 -9999.000000 -9999.000000 -9999.000000 -9999.000000
45 44 RIVER-1 Reach-1 40.000000 1146.199951 1238.760010 500.140015 491.570007 481.130005 0.300000 0.100000                         0.000000 0.000000   1 42         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1720.260010 1327.959961 1720.260010 1000.000000 1720.260010 1327.959961 1720.260010 -9999.000000 -9999.000000 -9999.000000 -9999.000000
46 45 RIVER-1 Reach-1 30.000000 1053.229980 1154.719971 494.859985 498.029999 503.839996 0.300000 0.100000                         0.000000 0.000000   1 43         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1716.560059 1316.209961 1718.060059 1000.000000 1716.560059 1316.209961 1718.060059 -9999.000000 -9999.000000 -9999.000000 -9999.000000
47 46 RIVER-1 Reach-1 20.000000 1182.020020 1322.040039 483.220001 488.529999 497.540009 0.300000 0.100000                         0.000000 0.000000   1 44         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1714.260010 1500.750000 1715.959961 1000.000000 1714.260010 1500.750000 1715.959961 -9999.000000 -9999.000000 -9999.000000 -9999.000000
48 47 RIVER-1 Reach-1 10.000000 1000.000000 1126.640015 0.000000 0.000000 0.000000 0.300000 0.100000                         0.000000 0.000000   1 45         -9999.000000 -9999.000000 -9999.000000 -9999.000000   FALSE 1000.000000 1712.260010 1288.040039 1714.260010 1000.000000 1712.260010 1288.040039 1714.260010 -9999.000000 -9999.000000 -9999.000000 -9999.000000

  A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF AG AH AI AJ AK AL AM AN AO AP AQ AR AS AT AU AV
1 ID RIVER REACH RS STRUC Station Hi Chord Lo Chord culvertType rise span culvertLength mannNtop mannNbottom entranceLossCoeff exitLossCoeff chart scale upstreamInvertElev upstreamCenterlineStation dnstreamInvertElev dnstreamCenterlineStation culvertID CRITERIA distToUpstreamXS area numBarrel LAbutStU RAbutStU LAbutStD RAbutStD LMnTpRdU RMnTpRdU LMnTpRdD RMnTpRdD MxLoCdU MxLoCdD MnTpRdU MnTpRdD centerline_up centerline_dn entLoss nVal nValDef1 nValDef2 typeMaterial group abutmentSkew

  A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF AG
1 ID RIVER REACH RS STRUC DISTFROMUPSTREAM DECKROADWAYWIDTH WEIRCOEFF SKEW NUMUP NUMDN MINLOCHORD MAXHICHORD MAXSUBMERGE ISOGEE SLOPEUPEMB SLOPEDNEMB SPILLHT DESHD DESC WEIRSHAPE CD KVAL INLETCD OUTLETCD HIGHFLOWMETHOD LOWFLOWMETHOD FRICTIONCOMPONENT WEIGHTCOMPONENT PRESSUREFLOWCOMPONENT numStruc centerStaBridge abutmentBridge
2 1 RIVER-1 Reach-1 295.000000 Bridge 0.100000 102.550003 2.600000 0.000000 6.000000 5.000000 1779.180054 -9999.000000 0.950000 0.000000 0.000000 0.000000 -9999.000000 -9999.000000 Bridge #2 Broadcrested 0.900000 -9999.000000 -9999.000000 0.800000 0 2 TRUE FALSE TRUE 1 | |
3 2 RIVER-1 Reach-1 125.000000 Bridge 0.100000 119.489998 2.600000 0.000000 6.000000 6.000000 1733.689941 -9999.000000 0.950000 0.000000 0.000000 0.000000 -9999.000000 -9999.000000 Bridge #1 Broadcrested 0.900000 -9999.000000 -9999.000000 0.800000 0 2 TRUE FALSE TRUE 1 | |

  A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF AG AH AI AJ AK
1 RIVER REACH RS STRUC profile SURCHARGE FWIDTH CHWID DIFF_EFF SECNO_1 SECNO_2 METHOD Value1 Value2 effstaL effstaR encrStaL encrStaR staLob staRob staLob_elv staRob_elv chl Length WSEL topWidth QTotal convTotal seq slopeL slopeR LAbutStU RAbutStU LAbutStD RAbutStD centerSta ID rlenChl
2 RIVER-1 Reach-1 390.000000 PF 1 -9999.000000 70.000000 70.000000         100.000000 170.000000 -9999.000000 -9999.000000 100.000000 170.000000 0.000000 0.000000 420.899994 1793.180054 67.000000 6300.000000 121295.601563 0 0 0         135.000000 1 420.899994
3 RIVER-1 Reach-1 380.000000 PF 1 -9999.000000 70.000000 70.000000         100.000000 170.000000 -9999.000000 -9999.000000 100.000000 170.000000 0.000000 0.000000 170.960007 1790.680054 67.000000 6300.000000 121290.296875 0 0 0         135.000000 2 170.960007
4 RIVER-1 Reach-1 370.000000 PF 1 -9999.000000 70.000000 70.000000         100.000000 170.000000 -9999.000000 -9999.000000 100.000000 170.000000 0.000000 0.000000 232.149994 1787.229980 67.000000 6300.000000 121295.601563 0 0 0         135.000000 3 232.149994
5 RIVER-1 Reach-1 360.000000 PF 1 -9999.000000 70.000000 70.000000         100.000000 170.000000 -9999.000000 -9999.000000 100.000000 170.000000 1789.739990 1779.739990 314.290009 1786.069946 67.000000 6300.000000 121290.296875 0 0 0         135.000000 4 314.290009
6 RIVER-1 Reach-1 350.000000 PF 1 -9999.000000 70.000000 70.000000         100.000000 170.000000 -9999.000000 -9999.000000 100.000000 170.000000 0.000000 0.000000 436.709991 1784.500000 67.000000 6300.000000 121293.703125 0 0 0         135.000000 5 436.709991
7 RIVER-1 Reach-1 340.000000 PF 1 -9999.000000 70.000000 70.000000         100.000000 170.000000 -9999.000000 -9999.000000 100.000000 170.000000 0.000000 0.000000 85.000000 1783.979980 70.000000 6300.000000 193906.296875 0 0 0         135.000000 6 85.000000
8 RIVER-1 Reach-1 338.000000 PF 1 -9999.000000 70.000000 70.000000         0.000000 70.000000 -9999.000000 -9999.000000 0.000000 70.000000 1784.500000 1775.170044 95.000000 1784.209961 70.000000 6300.000000 233568.000000 0 0 0         35.000000 7 95.000000
9 RIVER-1 Reach-1 337.000000 PF 1 -9999.000000 102.000000 163.589996         -33.430000 130.160004 -9999.000000 -9999.000000 0.000000 102.000000 1784.000000 1784.000000 60.000000 1784.670044 163.589996 6300.000000 344993.812500 0 0 0         51.000000 8 60.000000
10 RIVER-1 Reach-1 335.000000 PF 1 -9999.000000 80.000000 78.959999         100.519997 179.479996 -9999.000000 -9999.000000 100.000000 180.000000 1785.150024 1785.150024 40.000000 1784.109985 78.959999 6300.000000 114369.898438 0 0 0         140.000000 9 40.000000
11 RIVER-1 Reach-1 334.000000 PF 1 -9999.000000 125.000000 113.750000         1.380000 115.129997 -9999.000000 -9999.000000 0.000000 125.000000 1783.000000 1786.000000 210.000000 1782.790039 113.750000 6300.000000 59677.839844 0 0 0         62.500000 10 210.000000
12 RIVER-1 Reach-1 330.000000 PF 1 -9999.000000 80.000000 75.880005         102.059998 177.940002 -9999.000000 -9999.000000 100.000000 180.000000 0.000000 0.000000 343.489990 1779.430054 75.879997 6300.000000 59609.140625 0 0 0         140.000000 11 343.489990
13 RIVER-1 Reach-1 320.000000 PF 1 -9999.000000 131.729980 121.219971         1027.859985 1149.079956 -9999.000000 -9999.000000 1022.109985 1153.839966 1780.260010 1780.239990 489.100006 1778.930054 121.209999 6300.000000 134214.093750 0 0 0         1087.969971 12 489.100006
14 RIVER-1 Reach-1 310.000000 PF 1 -9999.000000 148.550049 198.800049 4         1000.000000 1198.800049 -9999.000000 -9999.000000 1022.979980 1171.530029 1777.939941 1778.030029 100.279999 1779.560059 198.800003 6300.000000 474668.906250 0 0 0         1097.260010 13 100.279999
15 RIVER-1 Reach-1 300.000000 PF 1 -9999.000000 103.020020 147.130005 3         1000.000000 1147.130005 -9999.000000 -9999.000000 1025.540039 1128.560059 1777.380005 1769.180054 0.100000 1779.420044 147.130005 6300.000000 454121.812500 0 0 0         1077.050049 14 102.750000
16 RIVER-1 Reach-1 295.000000 Bridge-UP PF 1 -9999.000000 103.020020 147.130005         1000.000000 1147.130005 -9999.000000 -9999.000000 1025.540039 1128.560059 1777.380005 1769.180054 102.550003 1779.420044 147.130005 6300.000000 -9999.000000 0     1025.540039 1128.560059 1047.979980 1151.000000 1077.050049 15 102.550003
17 RIVER-1 Reach-1 295.000000 Bridge-DN PF 1 -9999.000000 103.020020 160.589966         1000.000000 1160.589966 -9999.000000 -9999.000000 1047.979980 1151.000000 1776.260010 1768.810059 0.100000 1779.420044 160.589996 6300.000000 -9999.000000 0     1025.540039 1128.560059 1047.979980 1151.000000 1099.489990 16 102.750000
18 RIVER-1 Reach-1 290.000000 PF 1 -9999.000000 103.020020 102.930054 2         1047.979980 1150.910034 -9999.000000 -9999.000000 1047.979980 1151.000000 1776.260010 1768.810059 14.950000 1773.709961 102.930000 6300.000000 135478.406250 0 0 0         1099.489990 17 14.950000
19 RIVER-1 Reach-1 280.000000 PF 1 -9999.000000 106.339966 105.599976 1         1045.359985 1150.959961 -9999.000000 -9999.000000 1044.869995 1151.209961 1774.630005 1774.459961 1.000000 1773.140015 105.610001 6300.000000 135884.000000 0 0 0         1098.040039 18 1.000000
20 RIVER-1 Reach-1 270.000000 PF 1 -9999.000000 107.130066 104.789978         1010.580017 1115.369995 -9999.000000 -9999.000000 1008.919983 1116.050049 1774.260010 1773.300049 21.920000 1769.109985 104.790001 6300.000000 135338.406250 0 0 0         1062.479980 19 21.920000
21 RIVER-1 Reach-1 260.000000 PF 1 -9999.000000 138.209961 128.689941         1043.530029 1172.219971 -9999.000000 -9999.000000 1033.310059 1171.520020 1770.260010 1768.920044 1.000000 1769.250000 128.690002 6300.000000 135169.593750 0 0 0         1102.420044 20 1.000000
22 RIVER-1 Reach-1 250.000000 PF 1 -9999.000000 135.809937 110.060059         1045.359985 1155.420044 -9999.000000 -9999.000000 1036.040039 1171.849976 1768.760010 1768.930054 58.599998 1765.300049 110.059998 6300.000000 136953.500000 0 0 0         1103.949951 21 58.599998
23 RIVER-1 Reach-1 240.000000 PF 1 -9999.000000 168.390015 116.899902         1048.540039 1165.439941 -9999.000000 -9999.000000 1026.079956 1194.469971 1776.599976 1778.660034 492.000000 1764.890015 116.900002 6300.000000 104694.601563 0 0 0         1110.270020 22 492.000000
24 RIVER-1 Reach-1 230.000000 PF 1 -9999.000000 134.180054 86.420044         1061.699951 1148.119995 -9999.000000 -9999.000000 1034.849976 1169.030029 1765.619995 1766.260010 494.760010 1760.699951 86.419998 6300.000000 107365.296875 0 0 0         1101.939941 23 494.760010
25 RIVER-1 Reach-1 220.000000 PF 1 -9999.000000 119.280029 91.429932         1056.920044 1148.349976 -9999.000000 -9999.000000 1041.510010 1160.790039 1762.089966 1760.030029 476.720001 1754.229980 91.430000 6300.000000 106513.000000 0 0 0         1101.150024 24 476.720001
26 RIVER-1 Reach-1 210.000000 PF 1 -9999.000000 113.219971 83.900024         1014.119995 1098.020020 -9999.000000 -9999.000000 1000.000000 1113.219971 1754.260010 1755.569946 500.380005 1749.119995 83.900002 6300.000000 107059.296875 0 0 0         1056.609985 25 500.380005
27 RIVER-1 Reach-1 200.000000 PF 1 -9999.000000 122.869995 104.430054         1007.739990 1112.170044 -9999.000000 -9999.000000 1000.000000 1122.869995 1748.260010 1750.260010 495.369995 1745.150024 104.430000 6300.000000 105840.703125 0 0 0         1061.439941 26 495.369995
28 RIVER-1 Reach-1 190.000000 PF 1 -9999.000000 121.489990 108.540039         1006.890015 1115.430054 -9999.000000 -9999.000000 1000.000000 1121.489990 1744.260010 1743.890015 497.739990 1741.780029 108.540001 6300.000000 105589.898438 0 0 0         1060.739990 27 497.739990
29 RIVER-1 Reach-1 180.000000 PF 1 -9999.000000 140.410034 127.660034         1041.689941 1169.349976 -9999.000000 -9999.000000 1037.900024 1178.310059 1738.839966 1739.979980 491.829987 1737.439941 127.669998 6300.000000 109100.296875 0 0 0         1108.099976 28 491.829987
30 RIVER-1 Reach-1 170.000000 PF 1 -9999.000000 140.470093 130.939941         1046.280029 1177.219971 -9999.000000 -9999.000000 1042.949951 1183.420044 1736.760010 1737.349976 487.260010 1735.630005 130.940002 6300.000000 103801.601563 0 0 0         1113.189941 29 487.260010
31 RIVER-1 Reach-1 160.000000 PF 1 -9999.000000 153.479980 135.910034         1043.829956 1179.739990 -9999.000000 -9999.000000 1042.380005 1195.859985 1735.520020 1736.260010 501.510010 1735.000000 135.910004 6300.000000 152105.093750 0 0 0         1119.119995 30 501.510010
32 RIVER-1 Reach-1 150.000000 PF 1 -9999.000000 134.069946 169.719971         1000.000000 1169.719971 -9999.000000 -9999.000000 1018.390015 1152.459961 1733.949951 1733.349976 489.940002 1734.750000 169.720001 6300.000000 220740.000000 0 0 0         1085.430054 31 489.940002
33 RIVER-1 Reach-1 140.000000 PF 1 -9999.000000 115.910034 343.829956 4       1000.000000 1343.829956 -9999.000000 -9999.000000 1149.719971 1265.630005 1730.670044 1730.560059 64.139999 1734.939941 343.829987 6400.000000 541387.375000 0 0 0         1207.680054 32 64.139999
34 RIVER-1 Reach-1 130.000000 PF 1 -9999.000000 107.000000 174.349976 3       1000.000000 1174.349976 -9999.000000 -9999.000000 1035.810059 1142.810059 1730.260010 1724.790039 0.100000 1734.719971 174.350006 6400.000000 449785.812500 0 0 0         1089.310059 33 119.690002
35 RIVER-1 Reach-1 125.000000 Bridge-UP PF 1 -9999.000000 107.000000 174.349976         1000.000000 1174.349976 -9999.000000 -9999.000000 1035.810059 1142.810059 1730.260010 1724.790039 119.489998 1734.719971 174.350006 6400.000000 -9999.000000 0     1035.810059 1142.810059 1029.489990 1136.489990 1089.310059 34 119.489998
36 RIVER-1 Reach-1 125.000000 Bridge-DN PF 1 -9999.000000 107.000000 146.339966         1000.000000 1146.339966 -9999.000000 -9999.000000 1029.489990 1136.489990 1730.260010 1724.160034 0.100000 1734.670044 146.339996 6400.000000 -9999.000000 0     1035.810059 1142.810059 1029.489990 1136.489990 1082.989990 35 119.690002
37 RIVER-1 Reach-1 120.000000 PF 1 -9999.000000 107.000000 107.000000 2       1029.489990 1136.489990 -9999.000000 -9999.000000 1029.489990 1136.489990 1730.260010 1724.160034 90.110001 1728.979980 107.000000 6400.000000 137827.500000 0 0 0         1082.989990 36 90.110001
38 RIVER-1 Reach-1 110.000000 PF 1 -9999.000000 114.740051 106.319946 1       1027.810059 1134.130005 -9999.000000 -9999.000000 1022.669983 1137.410034 1730.260010 1729.780029 25.690001 1728.050049 106.320000 6400.000000 141902.906250 0 0 0         1080.040039 37 25.690001
39 RIVER-1 Reach-1 100.000000 PF 1 -9999.000000 110.410034 104.309937         1026.670044 1130.979980 -9999.000000 -9999.000000 1022.270020 1132.680054 1730.260010 1729.520020 295.130005 1728.670044 104.309998 6400.000000 112750.500000 0 0 0         1077.479980 38 295.130005
40 RIVER-1 Reach-1 90.000000 PF 1 -9999.000000 111.730103 110.920044         1046.069946 1156.989990 -9999.000000 -9999.000000 1056.449951 1168.180054 1726.900024 1729.680054 482.190002 1727.030029 110.919998 6400.000000 92563.679688 0 0 0         1112.310059 39 482.190002
41 RIVER-1 Reach-1 80.000000 PF 1 -9999.000000 122.619995 115.540039         1146.229980 1261.770020 -9999.000000 -9999.000000 1147.290039 1269.910034 1725.449951 1727.469971 470.679993 1725.479980 115.540001 6400.000000 110961.898438 0 0 0         1208.599976 40 470.679993
42 RIVER-1 Reach-1 70.000000 PF 1 -9999.000000 113.460083 97.070068         1100.199951 1197.270020 -9999.000000 -9999.000000 1084.099976 1197.560059 1725.949951 1721.849976 497.950012 1721.780029 97.059998 6400.000000 71518.312500 0 0 0         1140.829956 41 497.950012
43 RIVER-1 Reach-1 60.000000 PF 1 -9999.000000 103.270020 396.890015         1002.750000 1399.640015 -9999.000000 -9999.000000 1120.140015 1223.410034 1720.270020 1718.890015 499.269989 1721.939941 396.880005 6400.000000 183480.406250 0 0 0         1171.780029 42 499.269989
44 RIVER-1 Reach-1 50.000000 PF 1 -9999.000000 168.880005 143.200073         1074.939941 1218.140015 -9999.000000 -9999.000000 1066.670044 1235.550049 1722.819946 1722.260010 305.600006 1720.640015 143.210007 6400.000000 128232.203125 0 0 0         1151.109985 43 305.600006
45 RIVER-1 Reach-1 40.000000 PF 1 -9999.000000 92.560059 153.780029         1135.619995 1289.400024 -9999.000000 -9999.000000 1146.199951 1238.760010 1718.260010 1716.260010 491.570007 1718.530029 153.779999 6400.000000 90560.617188 0 0 0         1192.479980 44 491.570007
46 RIVER-1 Reach-1 30.000000 PF 1 -9999.000000 101.489990 125.089966         1028.680054 1153.770020 -9999.000000 -9999.000000 1053.229980 1154.719971 1714.670044 1715.869995 498.029999 1715.619995 125.089996 6400.000000 82515.617188 0 0 0         1103.969971 45 498.029999
47 RIVER-1 Reach-1 20.000000 PF 1 -9999.000000 140.020020 114.069946         1187.560059 1301.630005 -9999.000000 -9999.000000 1182.020020 1322.040039 1714.229980 1715.709961 488.529999 1713.000000 114.059998 6400.000000 86970.679688 0 0 0         1252.030029 46 488.529999
48 RIVER-1 Reach-1 10.000000 PF 1 -9999.000000 126.640015 119.619934         1009.080017 1128.699951 -9999.000000 -9999.000000 1000.000000 1126.640015 1712.260010 1710.859985 -9999.000000 1710.969971 119.620003 6400.000000 101168.398438 0 0 0         1063.319946 47 0.000000

  A B C D E F G H I J K L M N O
1 RIVER REACH RS inEffNum inEffOpt leveeOptL leveeStaL leveeElvL leveeOptR leveeStaR leveeElvR blockOpt ID leveeElvGrL leveeElvGrR
2 RIVER-1 Reach-1 390.000000                 1    
3 RIVER-1 Reach-1 380.000000                 2    
4 RIVER-1 Reach-1 370.000000                 3    
5 RIVER-1 Reach-1 360.000000                 4    
6 RIVER-1 Reach-1 350.000000                 5    
7 RIVER-1 Reach-1 340.000000                 6    
8 RIVER-1 Reach-1 338.000000                 7    
9 RIVER-1 Reach-1 337.000000                 8    
10 RIVER-1 Reach-1 335.000000                 9    
11 RIVER-1 Reach-1 334.000000                 10    
12 RIVER-1 Reach-1 330.000000                 11    
13 RIVER-1 Reach-1 320.000000                 12    
14 RIVER-1 Reach-1 310.000000                 13    
15 RIVER-1 Reach-1 300.000000 2 0             0 14    
16 RIVER-1 Reach-1 295.000000                 15    
17 RIVER-1 Reach-1 290.000000 2 0             0 16    
18 RIVER-1 Reach-1 280.000000                 17    
19 RIVER-1 Reach-1 270.000000                 18    
20 RIVER-1 Reach-1 260.000000                 19    
21 RIVER-1 Reach-1 250.000000                 20    
22 RIVER-1 Reach-1 240.000000                 21    
23 RIVER-1 Reach-1 230.000000                 22    
24 RIVER-1 Reach-1 220.000000                 23    
25 RIVER-1 Reach-1 210.000000                 24    
26 RIVER-1 Reach-1 200.000000                 25    
27 RIVER-1 Reach-1 190.000000                 26    
28 RIVER-1 Reach-1 180.000000                 27    
29 RIVER-1 Reach-1 170.000000                 28    
30 RIVER-1 Reach-1 160.000000                 29    
31 RIVER-1 Reach-1 150.000000                 30    
32 RIVER-1 Reach-1 140.000000 2 0             0 31    
33 RIVER-1 Reach-1 130.000000 2 0             0 32    
34 RIVER-1 Reach-1 125.000000                 33    
35 RIVER-1 Reach-1 120.000000 2 0             0 34    
36 RIVER-1 Reach-1 110.000000                 35    
37 RIVER-1 Reach-1 100.000000                 36    
38 RIVER-1 Reach-1 90.000000                 37    
39 RIVER-1 Reach-1 80.000000                 38    
40 RIVER-1 Reach-1 70.000000                 39    
41 RIVER-1 Reach-1 60.000000                 40    
42 RIVER-1 Reach-1 50.000000                 41    
43 RIVER-1 Reach-1 40.000000                 42    
44 RIVER-1 Reach-1 30.000000                 43    
45 RIVER-1 Reach-1 20.000000                 44    
46 RIVER-1 Reach-1 10.000000                 45    

  A B C D E F G H I J K L
1 RIVER REACH RS Struc Station Elevation Selected New Elevation nextX NextY ID seq
2 RIVER-1 Reach-1 390.000000 1001.000000 1796.847046 0.000000 1001.000000 1786.847046 1 1
3 RIVER-1 Reach-1 390.000000 1001.000000 1786.847046 0.000000 1701.000000 1786.847046 2 2
4 RIVER-1 Reach-1 390.000000 116.750999 1786.511963 0.000000 0.000000 0.000000 3 3
5 RIVER-1 Reach-1 390.000000 133.509995 1786.847046 0.000000 133.509995 1796.847046 4 4
6 RIVER-1 Reach-1 390.000000 133.509995 1796.847046 0.000000 136.509995 1796.847046 5 5
7 RIVER-1 Reach-1 390.000000 136.509995 1796.847046 0.000000 136.509995 1786.847046 6 6
8 RIVER-1 Reach-1 390.000000 136.509995 1786.847046 0.000000 153.251007 1786.511963 7 7
9 RIVER-1 Reach-1 390.000000 153.251007 1786.511963 0.000000 153.251007 1786.511963 8 8
10 RIVER-1 Reach-1 390.000000 1701.000000 1786.847046 0.000000 1701.000000 1796.847046 9 9
11 RIVER-1 Reach-1 390.000000 1701.000000 1796.847046 0.000000 1701.000000 1796.847046 10 10
12 RIVER-1 Reach-1 380.000000 1001.000000 1794.343994 0.000000 1001.000000 1784.343994 1 11
13 RIVER-1 Reach-1 380.000000 1001.000000 1784.343994 0.000000 1701.000000 1784.343994 2 12
14 RIVER-1 Reach-1 380.000000 116.750999 1784.009033 0.000000 0.000000 0.000000 3 13
15 RIVER-1 Reach-1 380.000000 133.509995 1784.343994 0.000000 133.509995 1794.343994 4 14
16 RIVER-1 Reach-1 380.000000 133.509995 1794.343994 0.000000 136.509995 1794.343994 5 15
17 RIVER-1 Reach-1 380.000000 136.509995 1794.343994 0.000000 136.509995 1784.343994 6 16
18 RIVER-1 Reach-1 380.000000 136.509995 1784.343994 0.000000 153.251007 1784.009033 7 17
19 RIVER-1 Reach-1 380.000000 153.251007 1784.009033 0.000000 153.251007 1784.009033 8 18
20 RIVER-1 Reach-1 380.000000 1701.000000 1784.343994 0.000000 1701.000000 1794.343994 9 19
21 RIVER-1 Reach-1 380.000000 1701.000000 1794.343994 0.000000 116.750999 1786.511963 10 20
22 RIVER-1 Reach-1 370.000000 1001.000000 1790.899048 0.000000 1001.000000 1780.899048 1 21
23 RIVER-1 Reach-1 370.000000 1001.000000 1780.899048 0.000000 1701.000000 1780.899048 2 22
24 RIVER-1 Reach-1 370.000000 116.750999 1780.563965 0.000000 0.000000 0.000000 3 23
25 RIVER-1 Reach-1 370.000000 133.509995 1780.899048 0.000000 133.509995 1790.899048 4 24
26 RIVER-1 Reach-1 370.000000 133.509995 1790.899048 0.000000 136.509995 1790.899048 5 25
27 RIVER-1 Reach-1 370.000000 136.509995 1790.899048 0.000000 136.509995 1780.899048 6 26
28 RIVER-1 Reach-1 370.000000 136.509995 1780.899048 0.000000 153.251007 1780.563965 7 27
29 RIVER-1 Reach-1 370.000000 153.251007 1780.563965 0.000000 153.251007 1780.563965 8 28
30 RIVER-1 Reach-1 370.000000 1701.000000 1780.899048 0.000000 1701.000000 1790.899048 9 29
31 RIVER-1 Reach-1 370.000000 1701.000000 1790.899048 0.000000 116.750999 1784.009033 10 30
32 RIVER-1 Reach-1 360.000000 100.000000 1789.739990 0.000000 100.000000 1779.739990 1 31
33 RIVER-1 Reach-1 360.000000 100.000000 1779.739990 0.000000 116.750999 1779.405029 2 32
34 RIVER-1 Reach-1 360.000000 116.750999 1779.405029 0.000000 133.500000 1779.739990 3 33
35 RIVER-1 Reach-1 360.000000 133.500000 1779.739990 0.000000 133.500000 1789.739990 4 34
36 RIVER-1 Reach-1 360.000000 133.500000 1789.739990 0.000000 136.500000 1789.739990 5 35
37 RIVER-1 Reach-1 360.000000 136.500000 1789.739990 0.000000 136.500000 1779.739990 6 36
38 RIVER-1 Reach-1 360.000000 136.500000 1779.739990 0.000000 153.251007 1779.405029 7 37
39 RIVER-1 Reach-1 360.000000 153.251007 1779.405029 0.000000 170.000000 1779.739990 8 38
40 RIVER-1 Reach-1 360.000000 170.000000 1779.739990 0.000000 170.000000 1789.739990 9 39
41 RIVER-1 Reach-1 360.000000 170.000000 1789.739990 0.000000 116.750999 1780.563965 10 40
42 RIVER-1 Reach-1 350.000000 1001.000000 1788.168945 0.000000 1001.000000 1778.168945 1 41
43 RIVER-1 Reach-1 350.000000 1001.000000 1778.168945 0.000000 1701.000000 1778.168945 2 42
44 RIVER-1 Reach-1 350.000000 116.750999 1777.833984 0.000000 0.000000 0.000000 3 43
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645 RIVER-1 Reach-1 60.000000 1394.589966 1720.660034 0.000000 1400.910034 1722.260010 30 644
646 RIVER-1 Reach-1 60.000000 1400.910034 1722.260010 0.000000 1400.910034 1722.260010 31 645
647 RIVER-1 Reach-1 50.000000 1000.000000 1725.260010 0.000000 1020.919983 1724.260010 1 646
648 RIVER-1 Reach-1 50.000000 1020.919983 1724.260010 0.000000 1037.109985 1723.680054 2 647
649 RIVER-1 Reach-1 50.000000 1037.109985 1723.680054 0.000000 1066.670044 1722.819946 3 648
650 RIVER-1 Reach-1 50.000000 1066.670044 1722.819946 0.000000 1068.750000 1722.260010 4 649
651 RIVER-1 Reach-1 50.000000 1068.750000 1722.260010 0.000000 1076.400024 1720.260010 5 650
652 RIVER-1 Reach-1 50.000000 1076.400024 1720.260010 0.000000 1084.260010 1718.260010 6 651
653 RIVER-1 Reach-1 50.000000 1084.260010 1718.260010 0.000000 1092.319946 1716.260010 7 652
654 RIVER-1 Reach-1 50.000000 1092.319946 1716.260010 0.000000 1100.449951 1714.260010 8 653
655 RIVER-1 Reach-1 50.000000 1100.449951 1714.260010 0.000000 1108.619995 1712.260010 9 654
656 RIVER-1 Reach-1 50.000000 1108.619995 1712.260010 0.000000 1112.979980 1711.160034 10 655
657 RIVER-1 Reach-1 50.000000 1112.979980 1711.160034 0.000000 1152.910034 1711.260010 11 656
658 RIVER-1 Reach-1 50.000000 1152.910034 1711.260010 0.000000 1158.040039 1712.260010 12 657
659 RIVER-1 Reach-1 50.000000 1158.040039 1712.260010 0.000000 1168.250000 1714.260010 13 658
660 RIVER-1 Reach-1 50.000000 1168.250000 1714.260010 0.000000 1178.410034 1716.260010 14 659
661 RIVER-1 Reach-1 50.000000 1178.410034 1716.260010 0.000000 1181.819946 1716.859985 15 660
662 RIVER-1 Reach-1 50.000000 1181.819946 1716.859985 0.000000 1195.459961 1718.260010 16 661
663 RIVER-1 Reach-1 50.000000 1195.459961 1718.260010 0.000000 1207.500000 1719.400024 17 662
664 RIVER-1 Reach-1 50.000000 1207.500000 1719.400024 0.000000 1214.020020 1720.260010 18 663
665 RIVER-1 Reach-1 50.000000 1214.020020 1720.260010 0.000000 1235.550049 1722.260010 19 664
666 RIVER-1 Reach-1 50.000000 1235.550049 1722.260010 0.000000 1249.780029 1722.260010 20 665
667 RIVER-1 Reach-1 50.000000 1249.780029 1722.260010 0.000000 1249.780029 1722.260010 21 666
668 RIVER-1 Reach-1 40.000000 1000.000000 1720.260010 0.000000 1101.530029 1719.380005 1 667
669 RIVER-1 Reach-1 40.000000 1101.530029 1719.380005 0.000000 1146.199951 1718.260010 2 668
670 RIVER-1 Reach-1 40.000000 1146.199951 1718.260010 0.000000 1152.030029 1718.109985 3 669
671 RIVER-1 Reach-1 40.000000 1152.030029 1718.109985 0.000000 1159.770020 1716.260010 4 670
672 RIVER-1 Reach-1 40.000000 1159.770020 1716.260010 0.000000 1168.180054 1714.260010 5 671
673 RIVER-1 Reach-1 40.000000 1168.180054 1714.260010 0.000000 1176.589966 1712.260010 6 672
674 RIVER-1 Reach-1 40.000000 1176.589966 1712.260010 0.000000 1185.010010 1710.260010 7 673
675 RIVER-1 Reach-1 40.000000 1185.010010 1710.260010 0.000000 1186.069946 1710.010010 8 674
676 RIVER-1 Reach-1 40.000000 1186.069946 1710.010010 0.000000 1196.729980 1709.640015 9 675
677 RIVER-1 Reach-1 40.000000 1196.729980 1709.640015 0.000000 1216.010010 1709.459961 10 676
678 RIVER-1 Reach-1 40.000000 1216.010010 1709.459961 0.000000 1218.569946 1710.260010 11 677
679 RIVER-1 Reach-1 40.000000 1218.569946 1710.260010 0.000000 1225.270020 1712.260010 12 678
680 RIVER-1 Reach-1 40.000000 1225.270020 1712.260010 0.000000 1231.969971 1714.260010 13 679
681 RIVER-1 Reach-1 40.000000 1231.969971 1714.260010 0.000000 1238.760010 1716.260010 14 680
682 RIVER-1 Reach-1 40.000000 1238.760010 1716.260010 0.000000 1239.390015 1716.359985 15 681
683 RIVER-1 Reach-1 40.000000 1239.390015 1716.359985 0.000000 1283.030029 1718.260010 16 682
684 RIVER-1 Reach-1 40.000000 1283.030029 1718.260010 0.000000 1284.319946 1718.430054 17 683
685 RIVER-1 Reach-1 40.000000 1284.319946 1718.430054 0.000000 1316.260010 1719.030029 18 684
686 RIVER-1 Reach-1 40.000000 1316.260010 1719.030029 0.000000 1327.959961 1720.260010 19 685
687 RIVER-1 Reach-1 40.000000 1327.959961 1720.260010 0.000000 1327.959961 1720.260010 20 686
688 RIVER-1 Reach-1 30.000000 1000.000000 1716.560059 0.000000 1012.260010 1716.260010 1 687
689 RIVER-1 Reach-1 30.000000 1012.260010 1716.260010 0.000000 1053.229980 1714.670044 2 688
690 RIVER-1 Reach-1 30.000000 1053.229980 1714.670044 0.000000 1055.189941 1714.260010 3 689
691 RIVER-1 Reach-1 30.000000 1055.189941 1714.260010 0.000000 1064.739990 1712.260010 4 690
692 RIVER-1 Reach-1 30.000000 1064.739990 1712.260010 0.000000 1074.250000 1710.260010 5 691
693 RIVER-1 Reach-1 30.000000 1074.250000 1710.260010 0.000000 1083.680054 1708.260010 6 692
694 RIVER-1 Reach-1 30.000000 1083.680054 1708.260010 0.000000 1084.329956 1708.119995 7 693
695 RIVER-1 Reach-1 30.000000 1084.329956 1708.119995 0.000000 1124.709961 1708.109985 8 694
696 RIVER-1 Reach-1 30.000000 1124.709961 1708.109985 0.000000 1125.310059 1708.260010 9 695
697 RIVER-1 Reach-1 30.000000 1125.310059 1708.260010 0.000000 1133.140015 1710.260010 10 696
698 RIVER-1 Reach-1 30.000000 1133.140015 1710.260010 0.000000 1140.869995 1712.260010 11 697
699 RIVER-1 Reach-1 30.000000 1140.869995 1712.260010 0.000000 1148.550049 1714.260010 12 698
700 RIVER-1 Reach-1 30.000000 1148.550049 1714.260010 0.000000 1154.719971 1715.869995 13 699
701 RIVER-1 Reach-1 30.000000 1154.719971 1715.869995 0.000000 1175.890015 1716.260010 14 700
702 RIVER-1 Reach-1 30.000000 1175.890015 1716.260010 0.000000 1316.209961 1718.060059 15 701
703 RIVER-1 Reach-1 30.000000 1316.209961 1718.060059 0.000000 1316.209961 1718.060059 16 702
704 RIVER-1 Reach-1 20.000000 1000.000000 1714.260010 0.000000 1182.020020 1714.229980 1 703
705 RIVER-1 Reach-1 20.000000 1182.020020 1714.229980 0.000000 1190.859985 1712.260010 2 704
706 RIVER-1 Reach-1 20.000000 1190.859985 1712.260010 0.000000 1199.750000 1710.260010 3 705
707 RIVER-1 Reach-1 20.000000 1199.750000 1710.260010 0.000000 1208.560059 1708.260010 4 706
708 RIVER-1 Reach-1 20.000000 1208.560059 1708.260010 0.000000 1217.310059 1706.260010 5 707
709 RIVER-1 Reach-1 20.000000 1217.310059 1706.260010 0.000000 1221.119995 1705.380005 6 708
710 RIVER-1 Reach-1 20.000000 1221.119995 1705.380005 0.000000 1267.530029 1705.849976 7 709
711 RIVER-1 Reach-1 20.000000 1267.530029 1705.849976 0.000000 1269.510010 1706.260010 8 710
712 RIVER-1 Reach-1 20.000000 1269.510010 1706.260010 0.000000 1279.060059 1708.260010 9 711
713 RIVER-1 Reach-1 20.000000 1279.060059 1708.260010 0.000000 1288.599976 1710.260010 10 712
714 RIVER-1 Reach-1 20.000000 1288.599976 1710.260010 0.000000 1298.119995 1712.260010 11 713
715 RIVER-1 Reach-1 20.000000 1298.119995 1712.260010 0.000000 1307.420044 1714.209961 12 714
716 RIVER-1 Reach-1 20.000000 1307.420044 1714.209961 0.000000 1307.800049 1714.260010 13 715
717 RIVER-1 Reach-1 20.000000 1307.800049 1714.260010 0.000000 1322.040039 1715.709961 14 716
718 RIVER-1 Reach-1 20.000000 1322.040039 1715.709961 0.000000 1343.209961 1714.959961 15 717
719 RIVER-1 Reach-1 20.000000 1343.209961 1714.959961 0.000000 1500.750000 1715.959961 16 718
720 RIVER-1 Reach-1 20.000000 1500.750000 1715.959961 0.000000 1500.750000 1715.959961 17 719
721 RIVER-1 Reach-1 10.000000 1000.000000 1712.260010 0.000000 1002.710022 1712.329956 1 720
722 RIVER-1 Reach-1 10.000000 1002.710022 1712.329956 0.000000 1003.059998 1712.260010 2 721
723 RIVER-1 Reach-1 10.000000 1003.059998 1712.260010 0.000000 1012.390015 1710.260010 3 722
724 RIVER-1 Reach-1 10.000000 1012.390015 1710.260010 0.000000 1021.700012 1708.260010 4 723
725 RIVER-1 Reach-1 10.000000 1021.700012 1708.260010 0.000000 1031.010010 1706.260010 5 724
726 RIVER-1 Reach-1 10.000000 1031.010010 1706.260010 0.000000 1040.319946 1704.260010 6 725
727 RIVER-1 Reach-1 10.000000 1040.319946 1704.260010 0.000000 1042.479980 1703.800049 7 726
728 RIVER-1 Reach-1 10.000000 1042.479980 1703.800049 0.000000 1049.900024 1702.589966 8 727
729 RIVER-1 Reach-1 10.000000 1049.900024 1702.589966 0.000000 1089.400024 1702.810059 9 728
730 RIVER-1 Reach-1 10.000000 1089.400024 1702.810059 0.000000 1095.839966 1704.260010 10 729
731 RIVER-1 Reach-1 10.000000 1095.839966 1704.260010 0.000000 1104.890015 1706.260010 11 730
732 RIVER-1 Reach-1 10.000000 1104.890015 1706.260010 0.000000 1114.239990 1708.260010 12 731
733 RIVER-1 Reach-1 10.000000 1114.239990 1708.260010 0.000000 1123.660034 1710.260010 13 732
734 RIVER-1 Reach-1 10.000000 1123.660034 1710.260010 0.000000 1126.640015 1710.859985 14 733
735 RIVER-1 Reach-1 10.000000 1126.640015 1710.859985 0.000000 1152.790039 1712.260010 15 734
736 RIVER-1 Reach-1 10.000000 1152.790039 1712.260010 0.000000 1160.640015 1712.670044 16 735
737 RIVER-1 Reach-1 10.000000 1160.640015 1712.670044 0.000000 1288.040039 1714.260010 17 736
738 RIVER-1 Reach-1 10.000000 1288.040039 1714.260010 0.000000 1288.040039 1714.260010 18 737

  A B C D E F G H I J K L M N O P Q
1 RIVER REACH RS Struc Station Elevation Hi Lo gr_id rd_id nextX_GR nextElv nextX_RD nextHi nextLo selected ID
2 RIVER-1 Reach-1 390.000000 1001.000000 1796.847046   1   1001.000000 1786.847046     0 1
3 RIVER-1 Reach-1 390.000000 1001.000000 1786.847046   2   1701.000000 1786.847046     0 2
4 RIVER-1 Reach-1 390.000000 116.750999 1786.511963   3   0.000000 0.000000       0 3
5 RIVER-1 Reach-1 390.000000 133.509995 1786.847046   4   133.509995 1796.847046     0 4
6 RIVER-1 Reach-1 390.000000 133.509995 1796.847046   5   136.509995 1796.847046     0 5
7 RIVER-1 Reach-1 390.000000 136.509995 1796.847046   6   136.509995 1786.847046     0 6
8 RIVER-1 Reach-1 390.000000 136.509995 1786.847046   7   153.251007 1786.511963     0 7
9 RIVER-1 Reach-1 390.000000 153.251007 1786.511963   8   153.251007 1786.511963     0 8
10 RIVER-1 Reach-1 390.000000 1701.000000 1786.847046   9   1701.000000 1796.847046     0 9
11 RIVER-1 Reach-1 390.000000 1701.000000 1796.847046   10   1701.000000 1796.847046     0 10
12 RIVER-1 Reach-1 380.000000 1001.000000 1794.343994   1   1001.000000 1784.343994     0 11
13 RIVER-1 Reach-1 380.000000 1001.000000 1784.343994   2   1701.000000 1784.343994     0 12
14 RIVER-1 Reach-1 380.000000 116.750999 1784.009033   3   0.000000 0.000000       0 13
15 RIVER-1 Reach-1 380.000000 133.509995 1784.343994   4   133.509995 1794.343994     0 14
16 RIVER-1 Reach-1 380.000000 133.509995 1794.343994   5   136.509995 1794.343994     0 15
17 RIVER-1 Reach-1 380.000000 136.509995 1794.343994   6   136.509995 1784.343994     0 16
18 RIVER-1 Reach-1 380.000000 136.509995 1784.343994   7   153.251007 1784.009033     0 17
19 RIVER-1 Reach-1 380.000000 153.251007 1784.009033   8   153.251007 1784.009033     0 18
20 RIVER-1 Reach-1 380.000000 1701.000000 1784.343994   9   1701.000000 1794.343994     0 19
21 RIVER-1 Reach-1 380.000000 1701.000000 1794.343994   10   116.750999 1786.511963     0 20
22 RIVER-1 Reach-1 370.000000 1001.000000 1790.899048   1   1001.000000 1780.899048     0 21
23 RIVER-1 Reach-1 370.000000 1001.000000 1780.899048   2   1701.000000 1780.899048     0 22
24 RIVER-1 Reach-1 370.000000 116.750999 1780.563965   3   0.000000 0.000000       0 23
25 RIVER-1 Reach-1 370.000000 133.509995 1780.899048   4   133.509995 1790.899048     0 24
26 RIVER-1 Reach-1 370.000000 133.509995 1790.899048   5   136.509995 1790.899048     0 25
27 RIVER-1 Reach-1 370.000000 136.509995 1790.899048   6   136.509995 1780.899048     0 26
28 RIVER-1 Reach-1 370.000000 136.509995 1780.899048   7   153.251007 1780.563965     0 27
29 RIVER-1 Reach-1 370.000000 153.251007 1780.563965   8   153.251007 1780.563965     0 28
30 RIVER-1 Reach-1 370.000000 1701.000000 1780.899048   9   1701.000000 1790.899048     0 29
31 RIVER-1 Reach-1 370.000000 1701.000000 1790.899048   10   116.750999 1784.009033     0 30
32 RIVER-1 Reach-1 360.000000 100.000000 1789.739990   1   100.000000 1779.739990     0 31
33 RIVER-1 Reach-1 360.000000 100.000000 1779.739990   2   116.750999 1779.405029     0 32
34 RIVER-1 Reach-1 360.000000 116.750999 1779.405029   3   133.500000 1779.739990     0 33
35 RIVER-1 Reach-1 360.000000 133.500000 1779.739990   4   133.500000 1789.739990     0 34
36 RIVER-1 Reach-1 360.000000 133.500000 1789.739990   5   136.500000 1789.739990     0 35
37 RIVER-1 Reach-1 360.000000 136.500000 1789.739990   6   136.500000 1779.739990     0 36
38 RIVER-1 Reach-1 360.000000 136.500000 1779.739990   7   153.251007 1779.405029     0 37
39 RIVER-1 Reach-1 360.000000 153.251007 1779.405029   8   170.000000 1779.739990     0 38
40 RIVER-1 Reach-1 360.000000 170.000000 1779.739990   9   170.000000 1789.739990     0 39
41 RIVER-1 Reach-1 360.000000 170.000000 1789.739990   10   116.750999 1780.563965     0 40
42 RIVER-1 Reach-1 350.000000 1001.000000 1788.168945   1   1001.000000 1778.168945     0 41
43 RIVER-1 Reach-1 350.000000 1001.000000 1778.168945   2   1701.000000 1778.168945     0 42
44 RIVER-1 Reach-1 350.000000 116.750999 1777.833984   3   0.000000 0.000000       0 43
45 RIVER-1 Reach-1 350.000000 133.509995 1778.168945   4   133.509995 1788.168945     0 44
46 RIVER-1 Reach-1 350.000000 133.509995 1788.168945   5   136.509995 1788.168945     0 45
47 RIVER-1 Reach-1 350.000000 136.509995 1788.168945   6   136.509995 1778.168945     0 46
48 RIVER-1 Reach-1 350.000000 136.509995 1778.168945   7   153.251007 1777.833984     0 47
49 RIVER-1 Reach-1 350.000000 153.251007 1777.833984   8   153.251007 1777.833984     0 48
50 RIVER-1 Reach-1 350.000000 1701.000000 1778.168945   9   1701.000000 1788.168945     0 49
51 RIVER-1 Reach-1 350.000000 1701.000000 1788.168945   10   1701.000000 1788.168945     0 50
52 RIVER-1 Reach-1 340.000000 1001.000000 1786.348999   1   1001.000000 1776.348999     0 51
53 RIVER-1 Reach-1 340.000000 1001.000000 1776.348999   2   1351.000000 1775.649048     0 52
54 RIVER-1 Reach-1 340.000000 1351.000000 1775.649048   3   1701.000000 1776.348999     0 53
55 RIVER-1 Reach-1 340.000000 1701.000000 1776.348999   4   1701.000000 1786.348999     0 54
56 RIVER-1 Reach-1 340.000000 1701.000000 1786.348999   5   116.750999 1777.833984     0 55
57 RIVER-1 Reach-1 338.000000 0.000000 1784.500000   1   0.000000 1775.170044     0 56
58 RIVER-1 Reach-1 338.000000 0.000000 1775.170044   2   35.000000 1775.170044     0 57
59 RIVER-1 Reach-1 338.000000 35.000000 1775.170044   3   70.000000 1775.170044     0 58
60 RIVER-1 Reach-1 338.000000 70.000000 1775.170044   4   70.000000 1784.500000     0 59
61 RIVER-1 Reach-1 338.000000 70.000000 1784.500000   5   70.000000 1784.500000     0 60
62 RIVER-1 Reach-1 337.000000 -45.000000 1784.900024   1   0.000000 1784.000000     0 61
63 RIVER-1 Reach-1 337.000000 0.000000 1784.000000   2   15.000000 1774.800049     0 62
64 RIVER-1 Reach-1 337.000000 15.000000 1774.800049   3   51.000000 1774.800049     0 63
65 RIVER-1 Reach-1 337.000000 51.000000 1774.800049   4   86.000000 1774.800049     0 64
66 RIVER-1 Reach-1 337.000000 86.000000 1774.800049   5   102.000000 1784.000000     0 65
67 RIVER-1 Reach-1 337.000000 102.000000 1784.000000   6   117.000000 1784.300049     0 66
68 RIVER-1 Reach-1 337.000000 117.000000 1784.300049   7   142.000000 1785.000000     0 67
69 RIVER-1 Reach-1 337.000000 142.000000 1785.000000   8   142.000000 1785.000000     0 68
70 RIVER-1 Reach-1 335.000000 100.000000 1785.150024   1   105.000000 1775.150024     0 69
71 RIVER-1 Reach-1 335.000000 105.000000 1775.150024   2   140.000000 1774.449951     0 70
72 RIVER-1 Reach-1 335.000000 140.000000 1774.449951   3   175.000000 1775.150024     0 71
73 RIVER-1 Reach-1 335.000000 175.000000 1775.150024   4   180.000000 1785.150024     0 72
74 RIVER-1 Reach-1 335.000000 180.000000 1785.150024   5   180.000000 1785.150024     0 73
75 RIVER-1 Reach-1 334.000000 0.000000 1783.000000   1   20.000000 1780.000000     0 74
76 RIVER-1 Reach-1 334.000000 20.000000 1780.000000   2   44.000000 1778.000000     0 75
77 RIVER-1 Reach-1 334.000000 44.000000 1778.000000   3   52.000000 1775.000000     0 76
78 RIVER-1 Reach-1 334.000000 52.000000 1775.000000   4   60.000000 1774.400024     0 77
79 RIVER-1 Reach-1 334.000000 60.000000 1774.400024   5   85.000000 1776.000000     0 78
80 RIVER-1 Reach-1 334.000000 85.000000 1776.000000   6   90.000000 1779.000000     0 79
81 RIVER-1 Reach-1 334.000000 90.000000 1779.000000   7   105.000000 1779.500000     0 80
82 RIVER-1 Reach-1 334.000000 105.000000 1779.500000   8   125.000000 1786.000000     0 81
83 RIVER-1 Reach-1 334.000000 125.000000 1786.000000   9   125.000000 1786.000000     0 82
84 RIVER-1 Reach-1 330.000000 1001.000000 1783.548950   1   1051.000000 1773.548950     0 83
85 RIVER-1 Reach-1 330.000000 1051.000000 1773.548950   2   1401.000000 1772.848999     0 84
86 RIVER-1 Reach-1 330.000000 1401.000000 1772.848999   3   1751.000000 1773.548950     0 85
87 RIVER-1 Reach-1 330.000000 1751.000000 1773.548950   4   1801.000000 1783.548950     0 86
88 RIVER-1 Reach-1 330.000000 1801.000000 1783.548950   5   1801.000000 1783.548950     0 87
89 RIVER-1 Reach-1 320.000000 1000.000000 1781.660034   1   1022.010010 1780.300049     0 88
90 RIVER-1 Reach-1 320.000000 1022.010010 1780.300049   2   1022.109985 1780.260010     0 89
91 RIVER-1 Reach-1 320.000000 1022.109985 1780.260010   3   1030.729980 1778.260010     0 90
92 RIVER-1 Reach-1 320.000000 1030.729980 1778.260010   4   1039.260010 1776.260010     0 91
93 RIVER-1 Reach-1 320.000000 1039.260010 1776.260010   5   1047.790039 1774.260010     0 92
94 RIVER-1 Reach-1 320.000000 1047.790039 1774.260010   6   1052.670044 1773.109985     0 93
95 RIVER-1 Reach-1 320.000000 1052.670044 1773.109985   7   1061.449951 1772.770020     0 94
96 RIVER-1 Reach-1 320.000000 1061.449951 1772.770020   8   1063.829956 1772.260010     0 95
97 RIVER-1 Reach-1 320.000000 1063.829956 1772.260010   9   1067.589966 1771.500000     0 96
98 RIVER-1 Reach-1 320.000000 1067.589966 1771.500000   10   1104.760010 1772.260010     0 97
99 RIVER-1 Reach-1 320.000000 1104.760010 1772.260010   11   1107.079956 1772.300049     0 98
100 RIVER-1 Reach-1 320.000000 1107.079956 1772.300049   12   1112.550049 1773.469971     0 99
101 RIVER-1 Reach-1 320.000000 1112.550049 1773.469971   13   1130.750000 1774.020020     0 100
102 RIVER-1 Reach-1 320.000000 1130.750000 1774.020020   14   1131.670044 1774.260010     0 101
103 RIVER-1 Reach-1 320.000000 1131.670044 1774.260010   15   1139.290039 1776.260010     0 102
104 RIVER-1 Reach-1 320.000000 1139.290039 1776.260010   16   1146.670044 1778.260010     0 103
105 RIVER-1 Reach-1 320.000000 1146.670044 1778.260010   17   1153.839966 1780.239990     0 104
106 RIVER-1 Reach-1 320.000000 1153.839966 1780.239990   18   1155.089966 1780.260010     0 105
107 RIVER-1 Reach-1 320.000000 1155.089966 1780.260010   19   1191.199951 1781.589966     0 106
108 RIVER-1 Reach-1 320.000000 1191.199951 1781.589966   20   1191.199951 1781.589966     0 107
109 RIVER-1 Reach-1 310.000000 1000.000000 1779.060059   1   1016.169983 1778.260010     0 108
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112 RIVER-1 Reach-1 310.000000 1028.260010 1776.260010   4   1034.500000 1774.260010     0 111
113 RIVER-1 Reach-1 310.000000 1034.500000 1774.260010   5   1040.770020 1772.260010     0 112
114 RIVER-1 Reach-1 310.000000 1040.770020 1772.260010   6   1044.119995 1771.209961     0 113
115 RIVER-1 Reach-1 310.000000 1044.119995 1771.209961   7   1047.770020 1770.260010     0 114
116 RIVER-1 Reach-1 310.000000 1047.770020 1770.260010   8   1048.180054 1770.130005     0 115
117 RIVER-1 Reach-1 310.000000 1048.180054 1770.130005   9   1072.140015 1770.040039     0 116
118 RIVER-1 Reach-1 310.000000 1072.140015 1770.040039   10   1131.119995 1770.060059     0 117
119 RIVER-1 Reach-1 310.000000 1131.119995 1770.060059   11   1132.449951 1770.260010     0 118
120 RIVER-1 Reach-1 310.000000 1132.449951 1770.260010   12   1137.380005 1771.050049     0 119
121 RIVER-1 Reach-1 310.000000 1137.380005 1771.050049   13   1147.750000 1770.880005     0 120
122 RIVER-1 Reach-1 310.000000 1147.750000 1770.880005   14   1152.280029 1772.260010     0 121
123 RIVER-1 Reach-1 310.000000 1152.280029 1772.260010   15   1158.910034 1774.260010     0 122
124 RIVER-1 Reach-1 310.000000 1158.910034 1774.260010   16   1165.599976 1776.260010     0 123
125 RIVER-1 Reach-1 310.000000 1165.599976 1776.260010   17   1171.530029 1778.030029     0 124
126 RIVER-1 Reach-1 310.000000 1171.530029 1778.030029   18   1177.589966 1778.260010     0 125
127 RIVER-1 Reach-1 310.000000 1177.589966 1778.260010   19   1198.800049 1779.060059     0 126
128 RIVER-1 Reach-1 310.000000 1198.800049 1779.060059   20   1198.800049 1779.060059     0 127
129 RIVER-1 Reach-1 300.000000 1000.000000 1777.060059   1   1017.869995 1777.449951     0 128
130 RIVER-1 Reach-1 300.000000 1017.869995 1777.449951   2   1025.540039 1777.380005     0 129
131 RIVER-1 Reach-1 300.000000 1025.540039 1777.380005   3   1025.540039 1769.180054     0 130
132 RIVER-1 Reach-1 300.000000 1025.540039 1769.180054   4   1128.560059 1769.180054     0 131
133 RIVER-1 Reach-1 300.000000 1128.560059 1769.180054   5   1128.560059 1777.359985     0 132
134 RIVER-1 Reach-1 300.000000 1128.560059 1777.359985   6   1133.939941 1777.819946     0 133
135 RIVER-1 Reach-1 300.000000 1133.939941 1777.819946   7   1147.130005 1777.609985     0 134
136 RIVER-1 Reach-1 300.000000 1147.130005 1777.609985   8   1147.130005 1777.609985     0 135
137 RIVER-1 Reach-1 295.000000 Bridge-UP 1000.000000 1777.060059 1779.180054 1768.810059 1 1 1017.869995 1777.449951 1025.540039 1779.180054 1768.810059 0 136
138 RIVER-1 Reach-1 295.000000 Bridge-UP 1017.869995 1777.449951 1779.180054 1768.810059 2   1025.540039 1777.380005     0 137
139 RIVER-1 Reach-1 295.000000 Bridge-UP 1025.540039 1777.380005 1779.180054 1775.180054 3 3 1025.540039 1769.180054 1128.560059 1779.180054 1775.180054 0 138
140 RIVER-1 Reach-1 295.000000 Bridge-UP 1025.540039 1777.380005 1779.180054 1768.810059 3 2 1025.540039 1769.180054 1025.540039 1779.180054 1775.180054 0 139
141 RIVER-1 Reach-1 295.000000 Bridge-UP 1025.540039 1769.180054 1779.180054 1775.180054 4 3 1128.560059 1769.180054 1128.560059 1779.180054 1775.180054 0 140
142 RIVER-1 Reach-1 295.000000 Bridge-UP 1025.540039 1769.180054 1779.180054 1768.810059 4 2 1128.560059 1769.180054 1025.540039 1779.180054 1775.180054 0 141
143 RIVER-1 Reach-1 295.000000 Bridge-UP 1128.560059 1769.180054 1779.180054 1768.810059 5 5 1128.560059 1777.359985 1147.130005 1779.180054 1768.810059 0 142
144 RIVER-1 Reach-1 295.000000 Bridge-UP 1128.560059 1769.180054 1779.180054 1775.180054 5 4 1128.560059 1777.359985 1128.560059 1779.180054 1768.810059 0 143
145 RIVER-1 Reach-1 295.000000 Bridge-UP 1128.560059 1777.359985 1779.180054 1768.810059 6 5 1133.939941 1777.819946 1147.130005 1779.180054 1768.810059 0 144
146 RIVER-1 Reach-1 295.000000 Bridge-UP 1128.560059 1777.359985 1779.180054 1775.180054 6 4 1133.939941 1777.819946 1128.560059 1779.180054 1768.810059 0 145
147 RIVER-1 Reach-1 295.000000 Bridge-UP 1133.939941 1777.819946 1779.180054 1768.810059 7   1147.130005 1777.609985     0 146
148 RIVER-1 Reach-1 295.000000 Bridge-UP 1147.130005 1777.609985 1779.180054 1768.810059 8 6 1147.130005 1777.609985 0.000000 0.000000 0.000000 0 147
149 RIVER-1 Reach-1 295.000000 Bridge-DN 1000.000000 1777.859985 1779.180054 1768.810059 1 1 1036.020020 1777.310059 1047.979980 1779.180054 1768.810059 0 148
150 RIVER-1 Reach-1 295.000000 Bridge-DN 1036.020020 1777.310059 1779.180054 1768.810059 2   1047.979980 1776.260010     0 149
151 RIVER-1 Reach-1 295.000000 Bridge-DN 1047.979980 1776.260010 1779.180054 1775.180054 3 3 1047.979980 1768.810059 1147.130005 1779.180054 1775.180054 0 150
152 RIVER-1 Reach-1 295.000000 Bridge-DN 1047.979980 1776.260010 1779.180054 1768.810059 3 2 1047.979980 1768.810059 1047.979980 1779.180054 1775.180054 0 151
153 RIVER-1 Reach-1 295.000000 Bridge-DN 1047.979980 1768.810059 1779.180054 1775.180054 4 3 1151.000000 1768.810059 1147.130005 1779.180054 1775.180054 0 152
154 RIVER-1 Reach-1 295.000000 Bridge-DN 1047.979980 1768.810059 1779.180054 1768.810059 4 2 1151.000000 1768.810059 1047.979980 1779.180054 1775.180054 0 153
155 RIVER-1 Reach-1 295.000000 Bridge-DN 1151.000000 1768.810059 1779.180054 1775.180054 5 5 1151.000000 1776.260010 1000.000000 1779.180054 1768.810059 0 154
156 RIVER-1 Reach-1 295.000000 Bridge-DN 1151.000000 1776.260010 1779.180054 1775.180054 6 5 1160.589966 1777.030029 1000.000000 1779.180054 1768.810059 0 155
157 RIVER-1 Reach-1 295.000000 Bridge-DN 1160.589966 1777.030029 -9999.000000 -9999.000000 7   1160.589966 1777.030029     0 156
158 RIVER-1 Reach-1 290.000000 1000.000000 1777.859985   1   1036.020020 1777.310059     0 157
159 RIVER-1 Reach-1 290.000000 1036.020020 1777.310059   2   1047.979980 1776.260010     0 158
160 RIVER-1 Reach-1 290.000000 1047.979980 1776.260010   3   1047.979980 1768.810059     0 159
161 RIVER-1 Reach-1 290.000000 1047.979980 1768.810059   4   1151.000000 1768.810059     0 160
162 RIVER-1 Reach-1 290.000000 1151.000000 1768.810059   5   1151.000000 1776.260010     0 161
163 RIVER-1 Reach-1 290.000000 1151.000000 1776.260010   6   1160.589966 1777.030029     0 162
164 RIVER-1 Reach-1 290.000000 1160.589966 1777.030029   7   1160.589966 1777.030029     0 163
165 RIVER-1 Reach-1 280.000000 1000.000000 1778.060059   1   1036.099976 1777.280029     0 164
166 RIVER-1 Reach-1 280.000000 1036.099976 1777.280029   2   1039.280029 1776.260010     0 165
167 RIVER-1 Reach-1 280.000000 1039.280029 1776.260010   3   1044.869995 1774.630005     0 166
168 RIVER-1 Reach-1 280.000000 1044.869995 1774.630005   4   1044.989990 1774.260010     0 167
169 RIVER-1 Reach-1 280.000000 1044.989990 1774.260010   5   1045.650024 1772.260010     0 168
170 RIVER-1 Reach-1 280.000000 1045.650024 1772.260010   6   1046.310059 1770.260010     0 169
171 RIVER-1 Reach-1 280.000000 1046.310059 1770.260010   7   1047.170044 1768.260010     0 170
172 RIVER-1 Reach-1 280.000000 1047.170044 1768.260010   8   1103.569946 1768.260010     0 171
173 RIVER-1 Reach-1 280.000000 1103.569946 1768.260010   9   1146.500000 1768.439941     0 172
174 RIVER-1 Reach-1 280.000000 1146.500000 1768.439941   10   1148.219971 1768.260010     0 173
175 RIVER-1 Reach-1 280.000000 1148.219971 1768.260010   11   1149.859985 1768.260010     0 174
176 RIVER-1 Reach-1 280.000000 1149.859985 1768.260010   12   1150.400024 1770.260010     0 175
177 RIVER-1 Reach-1 280.000000 1150.400024 1770.260010   13   1150.810059 1772.260010     0 176
178 RIVER-1 Reach-1 280.000000 1150.810059 1772.260010   14   1151.160034 1774.260010     0 177
179 RIVER-1 Reach-1 280.000000 1151.160034 1774.260010   15   1151.209961 1774.459961     0 178
180 RIVER-1 Reach-1 280.000000 1151.209961 1774.459961   16   1160.569946 1776.290039     0 179
181 RIVER-1 Reach-1 280.000000 1160.569946 1776.290039   17   1160.650024 1776.260010     0 180
182 RIVER-1 Reach-1 280.000000 1160.650024 1776.260010   18   1160.650024 1776.260010     0 181
183 RIVER-1 Reach-1 270.000000 964.000000 1778.060059   1   1000.000000 1777.260010     0 182
184 RIVER-1 Reach-1 270.000000 1000.000000 1777.260010   2   1003.099976 1776.260010     0 183
185 RIVER-1 Reach-1 270.000000 1003.099976 1776.260010   3   1008.919983 1774.260010     0 184
186 RIVER-1 Reach-1 270.000000 1008.919983 1774.260010   4   1008.940002 1774.300049     0 185
187 RIVER-1 Reach-1 270.000000 1008.940002 1774.300049   5   1009.590027 1772.260010     0 186
188 RIVER-1 Reach-1 270.000000 1009.590027 1772.260010   6   1010.239990 1770.260010     0 187
189 RIVER-1 Reach-1 270.000000 1010.239990 1770.260010   7   1010.830017 1768.260010     0 188
190 RIVER-1 Reach-1 270.000000 1010.830017 1768.260010   8   1011.179993 1766.260010     0 189
191 RIVER-1 Reach-1 270.000000 1011.179993 1766.260010   9   1011.539978 1764.260010     0 190
192 RIVER-1 Reach-1 270.000000 1011.539978 1764.260010   10   1113.079956 1764.260010     0 191
193 RIVER-1 Reach-1 270.000000 1113.079956 1764.260010   11   1114.489990 1764.260010     0 192
194 RIVER-1 Reach-1 270.000000 1114.489990 1764.260010   12   1114.560059 1764.260010     0 193
195 RIVER-1 Reach-1 270.000000 1114.560059 1764.260010   13   1114.949951 1766.260010     0 194
196 RIVER-1 Reach-1 270.000000 1114.949951 1766.260010   14   1115.239990 1768.260010     0 195
197 RIVER-1 Reach-1 270.000000 1115.239990 1768.260010   15   1115.550049 1770.260010     0 196
198 RIVER-1 Reach-1 270.000000 1115.550049 1770.260010   16   1115.920044 1772.260010     0 197
199 RIVER-1 Reach-1 270.000000 1115.920044 1772.260010   17   1116.050049 1773.300049     0 198
200 RIVER-1 Reach-1 270.000000 1116.050049 1773.300049   18   1122.670044 1774.260010     0 199
201 RIVER-1 Reach-1 270.000000 1122.670044 1774.260010   19   1132.660034 1776.260010     0 200
202 RIVER-1 Reach-1 270.000000 1132.660034 1776.260010   20   1132.660034 1776.260010     0 201
203 RIVER-1 Reach-1 260.000000 1000.000000 1777.660034   1   1020.489990 1777.500000     0 202
204 RIVER-1 Reach-1 260.000000 1020.489990 1777.500000   2   1022.900024 1776.260010     0 203
205 RIVER-1 Reach-1 260.000000 1022.900024 1776.260010   3   1026.349976 1774.260010     0 204
206 RIVER-1 Reach-1 260.000000 1026.349976 1774.260010   4   1029.810059 1772.260010     0 205
207 RIVER-1 Reach-1 260.000000 1029.810059 1772.260010   5   1033.310059 1770.260010     0 206
208 RIVER-1 Reach-1 260.000000 1033.310059 1770.260010   6   1042.069946 1769.560059     0 207
209 RIVER-1 Reach-1 260.000000 1042.069946 1769.560059   7   1048.180054 1768.260010     0 208
210 RIVER-1 Reach-1 260.000000 1048.180054 1768.260010   8   1050.849976 1766.260010     0 209
211 RIVER-1 Reach-1 260.000000 1050.849976 1766.260010   9   1051.849976 1764.260010     0 210
212 RIVER-1 Reach-1 260.000000 1051.849976 1764.260010   10   1154.609985 1764.260010     0 211
213 RIVER-1 Reach-1 260.000000 1154.609985 1764.260010   11   1155.130005 1766.260010     0 212
214 RIVER-1 Reach-1 260.000000 1155.130005 1766.260010   12   1155.640015 1768.260010     0 213
215 RIVER-1 Reach-1 260.000000 1155.640015 1768.260010   13   1171.520020 1768.920044     0 214
216 RIVER-1 Reach-1 260.000000 1171.520020 1768.920044   14   1173.979980 1770.079956     0 215
217 RIVER-1 Reach-1 260.000000 1173.979980 1770.079956   15   1174.119995 1770.260010     0 216
218 RIVER-1 Reach-1 260.000000 1174.119995 1770.260010   16   1176.750000 1772.260010     0 217
219 RIVER-1 Reach-1 260.000000 1176.750000 1772.260010   17   1179.400024 1774.260010     0 218
220 RIVER-1 Reach-1 260.000000 1179.400024 1774.260010   18   1183.079956 1776.260010     0 219
221 RIVER-1 Reach-1 260.000000 1183.079956 1776.260010   19   1187.739990 1778.260010     0 220
222 RIVER-1 Reach-1 260.000000 1187.739990 1778.260010   20   1187.739990 1778.260010     0 221
223 RIVER-1 Reach-1 250.000000 1000.000000 1777.660034   1   1020.109985 1777.489990     0 222
224 RIVER-1 Reach-1 250.000000 1020.109985 1777.489990   2   1022.510010 1776.260010     0 223
225 RIVER-1 Reach-1 250.000000 1022.510010 1776.260010   3   1025.969971 1774.260010     0 224
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227 RIVER-1 Reach-1 250.000000 1029.500000 1772.260010   5   1033.079956 1770.260010     0 226
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231 RIVER-1 Reach-1 250.000000 1043.300049 1766.260010   9   1047.579956 1764.260010     0 230
232 RIVER-1 Reach-1 250.000000 1047.579956 1764.260010   10   1050.920044 1762.260010     0 231
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235 RIVER-1 Reach-1 250.000000 1154.390015 1760.599976   13   1154.670044 1762.260010     0 234
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478 RIVER-1 Reach-1 140.000000 1000.000000 1731.760010   1   1149.719971 1730.670044     0 477
479 RIVER-1 Reach-1 140.000000 1149.719971 1730.670044   2   1150.760010 1730.260010     0 478
480 RIVER-1 Reach-1 140.000000 1150.760010 1730.260010   3   1155.810059 1728.260010     0 479
481 RIVER-1 Reach-1 140.000000 1155.810059 1728.260010   4   1161.069946 1726.260010     0 480
482 RIVER-1 Reach-1 140.000000 1161.069946 1726.260010   5   1165.810059 1725.060059     0 481
483 RIVER-1 Reach-1 140.000000 1165.810059 1725.060059   6   1250.589966 1724.859985     0 482
484 RIVER-1 Reach-1 140.000000 1250.589966 1724.859985   7   1254.369995 1726.260010     0 483
485 RIVER-1 Reach-1 140.000000 1254.369995 1726.260010   8   1259.660034 1728.260010     0 484
486 RIVER-1 Reach-1 140.000000 1259.660034 1728.260010   9   1264.739990 1730.260010     0 485
487 RIVER-1 Reach-1 140.000000 1264.739990 1730.260010   10   1265.630005 1730.560059     0 486
488 RIVER-1 Reach-1 140.000000 1265.630005 1730.560059   11   1316.229980 1731.060059     0 487
489 RIVER-1 Reach-1 140.000000 1316.229980 1731.060059   12   1343.829956 1730.439941     0 488
490 RIVER-1 Reach-1 140.000000 1343.829956 1730.439941   13   1343.829956 1730.439941     0 489
491 RIVER-1 Reach-1 130.000000 1000.000000 1730.859985   1   1018.830017 1730.969971     0 490
492 RIVER-1 Reach-1 130.000000 1018.830017 1730.969971   2   1035.810059 1730.260010     0 491
493 RIVER-1 Reach-1 130.000000 1035.810059 1730.260010   3   1035.810059 1724.790039     0 492
494 RIVER-1 Reach-1 130.000000 1035.810059 1724.790039   4   1142.810059 1724.790039     0 493
495 RIVER-1 Reach-1 130.000000 1142.810059 1724.790039   5   1142.810059 1730.260010     0 494
496 RIVER-1 Reach-1 130.000000 1142.810059 1730.260010   6   1157.290039 1731.130005     0 495
497 RIVER-1 Reach-1 130.000000 1157.290039 1731.130005   7   1174.349976 1730.949951     0 496
498 RIVER-1 Reach-1 130.000000 1174.349976 1730.949951   8   1174.349976 1730.949951     0 497
499 RIVER-1 Reach-1 125.000000 Bridge-UP 1000.000000 1730.859985 1733.689941 1724.160034 1 1 1018.830017 1730.969971 1035.810059 1733.689941 1724.160034 0 498
500 RIVER-1 Reach-1 125.000000 Bridge-UP 1018.830017 1730.969971 1733.689941 1724.160034 2   1035.810059 1730.260010     0 499
501 RIVER-1 Reach-1 125.000000 Bridge-UP 1035.810059 1730.260010 1733.689941 1724.160034 3 2 1035.810059 1724.790039 1035.810059 1733.689941 1729.790039 0 500
502 RIVER-1 Reach-1 125.000000 Bridge-UP 1035.810059 1730.260010 1733.689941 1729.790039 3 3 1035.810059 1724.790039 1142.810059 1733.689941 1729.790039 0 501
503 RIVER-1 Reach-1 125.000000 Bridge-UP 1035.810059 1724.790039 1733.689941 1724.160034 4 2 1142.810059 1724.790039 1035.810059 1733.689941 1729.790039 0 502
504 RIVER-1 Reach-1 125.000000 Bridge-UP 1035.810059 1724.790039 1733.689941 1729.790039 4 3 1142.810059 1724.790039 1142.810059 1733.689941 1729.790039 0 503
505 RIVER-1 Reach-1 125.000000 Bridge-UP 1142.810059 1724.790039 1733.689941 1729.790039 5 4 1142.810059 1730.260010 1142.810059 1733.689941 1724.160034 0 504
506 RIVER-1 Reach-1 125.000000 Bridge-UP 1142.810059 1724.790039 1733.689941 1724.160034 5 5 1142.810059 1730.260010 1174.349976 1733.689941 1724.160034 0 505
507 RIVER-1 Reach-1 125.000000 Bridge-UP 1142.810059 1730.260010 1733.689941 1729.790039 6 4 1157.290039 1731.130005 1142.810059 1733.689941 1724.160034 0 506
508 RIVER-1 Reach-1 125.000000 Bridge-UP 1142.810059 1730.260010 1733.689941 1724.160034 6 5 1157.290039 1731.130005 1174.349976 1733.689941 1724.160034 0 507
509 RIVER-1 Reach-1 125.000000 Bridge-UP 1157.290039 1731.130005 1733.689941 1724.160034 7   1174.349976 1730.949951     0 508
510 RIVER-1 Reach-1 125.000000 Bridge-UP 1174.349976 1730.949951 1733.689941 1724.160034 8 6 1174.349976 1730.949951 1000.000000 1779.180054 1768.810059 0 509
511 RIVER-1 Reach-1 125.000000 Bridge-DN 1000.000000 1732.560059 1733.689941 1724.160034 1 1 1006.090027 1732.260010 1029.489990 1733.689941 1724.160034 0 510
512 RIVER-1 Reach-1 125.000000 Bridge-DN 1006.090027 1732.260010 1733.689941 1724.160034 2   1029.489990 1730.260010     0 511
513 RIVER-1 Reach-1 125.000000 Bridge-DN 1029.489990 1730.260010 1733.689941 1729.790039 3 3 1029.489990 1724.160034 1136.489990 1733.689941 1729.790039 0 512
514 RIVER-1 Reach-1 125.000000 Bridge-DN 1029.489990 1730.260010 1733.689941 1724.160034 3 2 1029.489990 1724.160034 1029.489990 1733.689941 1729.790039 0 513
515 RIVER-1 Reach-1 125.000000 Bridge-DN 1029.489990 1724.160034 1733.689941 1729.790039 4 3 1136.489990 1724.160034 1136.489990 1733.689941 1729.790039 0 514
516 RIVER-1 Reach-1 125.000000 Bridge-DN 1029.489990 1724.160034 1733.689941 1724.160034 4 2 1136.489990 1724.160034 1029.489990 1733.689941 1729.790039 0 515
517 RIVER-1 Reach-1 125.000000 Bridge-DN 1136.489990 1724.160034 1733.689941 1724.160034 5 5 1136.489990 1730.260010 1174.349976 1733.689941 1724.160034 0 516
518 RIVER-1 Reach-1 125.000000 Bridge-DN 1136.489990 1724.160034 1733.689941 1729.790039 5 4 1136.489990 1730.260010 1136.489990 1733.689941 1724.160034 0 517
519 RIVER-1 Reach-1 125.000000 Bridge-DN 1136.489990 1730.260010 1733.689941 1724.160034 6 5 1146.339966 1730.260010 1174.349976 1733.689941 1724.160034 0 518
520 RIVER-1 Reach-1 125.000000 Bridge-DN 1136.489990 1730.260010 1733.689941 1729.790039 6 4 1146.339966 1730.260010 1136.489990 1733.689941 1724.160034 0 519
521 RIVER-1 Reach-1 125.000000 Bridge-DN 1146.339966 1730.260010 1733.689941 1724.160034 7   1146.339966 1730.260010     0 520
522 RIVER-1 Reach-1 120.000000 1000.000000 1732.560059   1   1006.090027 1732.260010     0 521
523 RIVER-1 Reach-1 120.000000 1006.090027 1732.260010   2   1029.489990 1730.260010     0 522
524 RIVER-1 Reach-1 120.000000 1029.489990 1730.260010   3   1029.489990 1724.160034     0 523
525 RIVER-1 Reach-1 120.000000 1029.489990 1724.160034   4   1136.489990 1724.160034     0 524
526 RIVER-1 Reach-1 120.000000 1136.489990 1724.160034   5   1136.489990 1730.260010     0 525
527 RIVER-1 Reach-1 120.000000 1136.489990 1730.260010   6   1146.339966 1730.260010     0 526
528 RIVER-1 Reach-1 120.000000 1146.339966 1730.260010   7   1146.339966 1730.260010     0 527
529 RIVER-1 Reach-1 110.000000 1000.000000 1734.760010   1   1002.640015 1734.260010     0 528
530 RIVER-1 Reach-1 110.000000 1002.640015 1734.260010   2   1012.690002 1732.260010     0 529
531 RIVER-1 Reach-1 110.000000 1012.690002 1732.260010   3   1022.669983 1730.260010     0 530
532 RIVER-1 Reach-1 110.000000 1022.669983 1730.260010   4   1024.869995 1729.819946     0 531
533 RIVER-1 Reach-1 110.000000 1024.869995 1729.819946   5   1027.449951 1728.260010     0 532
534 RIVER-1 Reach-1 110.000000 1027.449951 1728.260010   6   1030.849976 1726.260010     0 533
535 RIVER-1 Reach-1 110.000000 1030.849976 1726.260010   7   1034.420044 1724.260010     0 534
536 RIVER-1 Reach-1 110.000000 1034.420044 1724.260010   8   1036.369995 1722.760010     0 535
537 RIVER-1 Reach-1 110.000000 1036.369995 1722.760010   9   1099.900024 1722.760010     0 536
538 RIVER-1 Reach-1 110.000000 1099.900024 1722.760010   10   1122.880005 1722.760010     0 537
539 RIVER-1 Reach-1 110.000000 1122.880005 1722.760010   11   1123.189941 1722.760010     0 538
540 RIVER-1 Reach-1 110.000000 1123.189941 1722.760010   12   1123.290039 1722.760010     0 539
541 RIVER-1 Reach-1 110.000000 1123.290039 1722.760010   13   1126.959961 1724.260010     0 540
542 RIVER-1 Reach-1 110.000000 1126.959961 1724.260010   14   1130.739990 1726.260010     0 541
543 RIVER-1 Reach-1 110.000000 1130.739990 1726.260010   15   1134.530029 1728.260010     0 542
544 RIVER-1 Reach-1 110.000000 1134.530029 1728.260010   16   1137.410034 1729.780029     0 543
545 RIVER-1 Reach-1 110.000000 1137.410034 1729.780029   17   1142.140015 1730.260010     0 544
546 RIVER-1 Reach-1 110.000000 1142.140015 1730.260010   18   1148.680054 1731.310059     0 545
547 RIVER-1 Reach-1 110.000000 1148.680054 1731.310059   19   1154.290039 1732.260010     0 546
548 RIVER-1 Reach-1 110.000000 1154.290039 1732.260010   20   1164.660034 1733.959961     0 547
549 RIVER-1 Reach-1 110.000000 1164.660034 1733.959961   21   1164.660034 1733.959961     0 548
550 RIVER-1 Reach-1 100.000000 1000.000000 1734.260010   1   1001.000000 1734.260010     0 549
551 RIVER-1 Reach-1 100.000000 1001.000000 1734.260010   2   1001.219971 1734.339966     0 550
552 RIVER-1 Reach-1 100.000000 1001.219971 1734.339966   3   1011.880005 1732.260010     0 551
553 RIVER-1 Reach-1 100.000000 1011.880005 1732.260010   4   1022.270020 1730.260010     0 552
554 RIVER-1 Reach-1 100.000000 1022.270020 1730.260010   5   1024.439941 1729.859985     0 553
555 RIVER-1 Reach-1 100.000000 1024.439941 1729.859985   6   1027.449951 1728.260010     0 554
556 RIVER-1 Reach-1 100.000000 1027.449951 1728.260010   7   1031.199951 1726.260010     0 555
557 RIVER-1 Reach-1 100.000000 1031.199951 1726.260010   8   1034.849976 1724.260010     0 556
558 RIVER-1 Reach-1 100.000000 1034.849976 1724.260010   9   1038.400024 1722.260010     0 557
559 RIVER-1 Reach-1 100.000000 1038.400024 1722.260010   10   1040.930054 1720.959961     0 558
560 RIVER-1 Reach-1 100.000000 1040.930054 1720.959961   11   1047.619995 1721.300049     0 559
561 RIVER-1 Reach-1 100.000000 1047.619995 1721.300049   12   1102.020020 1721.250000     0 560
562 RIVER-1 Reach-1 100.000000 1102.020020 1721.250000   13   1118.339966 1721.300049     0 561
563 RIVER-1 Reach-1 100.000000 1118.339966 1721.300049   14   1119.650024 1722.260010     0 562
564 RIVER-1 Reach-1 100.000000 1119.650024 1722.260010   15   1123.000000 1724.260010     0 563
565 RIVER-1 Reach-1 100.000000 1123.000000 1724.260010   16   1126.500000 1726.260010     0 564
566 RIVER-1 Reach-1 100.000000 1126.500000 1726.260010   17   1130.150024 1728.260010     0 565
567 RIVER-1 Reach-1 100.000000 1130.150024 1728.260010   18   1132.680054 1729.520020     0 566
568 RIVER-1 Reach-1 100.000000 1132.680054 1729.520020   19   1139.160034 1729.709961     0 567
569 RIVER-1 Reach-1 100.000000 1139.160034 1729.709961   20   1142.930054 1730.260010     0 568
570 RIVER-1 Reach-1 100.000000 1142.930054 1730.260010   21   1147.569946 1730.939941     0 569
571 RIVER-1 Reach-1 100.000000 1147.569946 1730.939941   22   1157.979980 1732.260010     0 570
572 RIVER-1 Reach-1 100.000000 1157.979980 1732.260010   23   1158.859985 1732.349976     0 571
573 RIVER-1 Reach-1 100.000000 1158.859985 1732.349976   24   1162.479980 1732.260010     0 572
574 RIVER-1 Reach-1 100.000000 1162.479980 1732.260010   25   1162.479980 1732.260010     0 573
575 RIVER-1 Reach-1 90.000000 1000.000000 1728.260010   1   1009.380005 1728.010010     0 574
576 RIVER-1 Reach-1 90.000000 1009.380005 1728.010010   2   1031.290039 1727.219971     0 575
577 RIVER-1 Reach-1 90.000000 1031.290039 1727.219971   3   1056.449951 1726.900024     0 576
578 RIVER-1 Reach-1 90.000000 1056.449951 1726.900024   4   1058.670044 1726.260010     0 577
579 RIVER-1 Reach-1 90.000000 1058.670044 1726.260010   5   1065.640015 1724.260010     0 578
580 RIVER-1 Reach-1 90.000000 1065.640015 1724.260010   6   1072.619995 1722.260010     0 579
581 RIVER-1 Reach-1 90.000000 1072.619995 1722.260010   7   1079.599976 1720.260010     0 580
582 RIVER-1 Reach-1 90.000000 1079.599976 1720.260010   8   1086.599976 1718.260010     0 581
583 RIVER-1 Reach-1 90.000000 1086.599976 1718.260010   9   1089.420044 1717.449951     0 582
584 RIVER-1 Reach-1 90.000000 1089.420044 1717.449951   10   1103.030029 1718.260010     0 583
585 RIVER-1 Reach-1 90.000000 1103.030029 1718.260010   11   1124.510010 1719.410034     0 584
586 RIVER-1 Reach-1 90.000000 1124.510010 1719.410034   12   1128.199951 1720.260010     0 585
587 RIVER-1 Reach-1 90.000000 1128.199951 1720.260010   13   1136.829956 1722.260010     0 586
588 RIVER-1 Reach-1 90.000000 1136.829956 1722.260010   14   1145.319946 1724.260010     0 587
589 RIVER-1 Reach-1 90.000000 1145.319946 1724.260010   15   1153.729980 1726.260010     0 588
590 RIVER-1 Reach-1 90.000000 1153.729980 1726.260010   16   1162.180054 1728.260010     0 589
591 RIVER-1 Reach-1 90.000000 1162.180054 1728.260010   17   1168.180054 1729.680054     0 590
592 RIVER-1 Reach-1 90.000000 1168.180054 1729.680054   18   1186.619995 1730.260010     0 591
593 RIVER-1 Reach-1 90.000000 1186.619995 1730.260010   19   1187.500000 1730.280029     0 592
594 RIVER-1 Reach-1 90.000000 1187.500000 1730.280029   20   1187.500000 1730.280029     0 593
595 RIVER-1 Reach-1 80.000000 1000.000000 1728.260010   1   1007.659973 1727.660034     0 594
596 RIVER-1 Reach-1 80.000000 1007.659973 1727.660034   2   1115.849976 1726.329956     0 595
597 RIVER-1 Reach-1 80.000000 1115.849976 1726.329956   3   1116.839966 1726.260010     0 596
598 RIVER-1 Reach-1 80.000000 1116.839966 1726.260010   4   1147.290039 1725.449951     0 597
599 RIVER-1 Reach-1 80.000000 1147.290039 1725.449951   5   1152.020020 1724.260010     0 598
600 RIVER-1 Reach-1 80.000000 1152.020020 1724.260010   6   1159.920044 1722.260010     0 599
601 RIVER-1 Reach-1 80.000000 1159.920044 1722.260010   7   1167.780029 1720.260010     0 600
602 RIVER-1 Reach-1 80.000000 1167.780029 1720.260010   8   1175.619995 1718.260010     0 601
603 RIVER-1 Reach-1 80.000000 1175.619995 1718.260010   9   1181.939941 1716.640015     0 602
604 RIVER-1 Reach-1 80.000000 1181.939941 1716.640015   10   1227.680054 1717.160034     0 603
605 RIVER-1 Reach-1 80.000000 1227.680054 1717.160034   11   1232.069946 1718.260010     0 604
606 RIVER-1 Reach-1 80.000000 1232.069946 1718.260010   12   1240.310059 1720.260010     0 605
607 RIVER-1 Reach-1 80.000000 1240.310059 1720.260010   13   1248.540039 1722.260010     0 606
608 RIVER-1 Reach-1 80.000000 1248.540039 1722.260010   14   1256.760010 1724.260010     0 607
609 RIVER-1 Reach-1 80.000000 1256.760010 1724.260010   15   1264.989990 1726.260010     0 608
610 RIVER-1 Reach-1 80.000000 1264.989990 1726.260010   16   1269.910034 1727.469971     0 609
611 RIVER-1 Reach-1 80.000000 1269.910034 1727.469971   17   1287.780029 1727.109985     0 610
612 RIVER-1 Reach-1 80.000000 1287.780029 1727.109985   18   1287.780029 1727.109985     0 611
613 RIVER-1 Reach-1 70.000000 1000.000000 1725.560059   1   1084.099976 1725.949951     0 612
614 RIVER-1 Reach-1 70.000000 1084.099976 1725.949951   2   1090.630005 1724.260010     0 613
615 RIVER-1 Reach-1 70.000000 1090.630005 1724.260010   3   1098.349976 1722.260010     0 614
616 RIVER-1 Reach-1 70.000000 1098.349976 1722.260010   4   1106.050049 1720.260010     0 615
617 RIVER-1 Reach-1 70.000000 1106.050049 1720.260010   5   1113.750000 1718.260010     0 616
618 RIVER-1 Reach-1 70.000000 1113.750000 1718.260010   6   1121.449951 1716.260010     0 617
619 RIVER-1 Reach-1 70.000000 1121.449951 1716.260010   7   1129.170044 1714.260010     0 618
620 RIVER-1 Reach-1 70.000000 1129.170044 1714.260010   8   1129.239990 1714.260010     0 619
621 RIVER-1 Reach-1 70.000000 1129.239990 1714.260010   9   1129.359985 1714.260010     0 620
622 RIVER-1 Reach-1 70.000000 1129.359985 1714.260010   10   1169.170044 1714.859985     0 621
623 RIVER-1 Reach-1 70.000000 1169.170044 1714.859985   11   1174.589966 1716.260010     0 622
624 RIVER-1 Reach-1 70.000000 1174.589966 1716.260010   12   1182.800049 1718.260010     0 623
625 RIVER-1 Reach-1 70.000000 1182.800049 1718.260010   13   1191.030029 1720.260010     0 624
626 RIVER-1 Reach-1 70.000000 1191.030029 1720.260010   14   1197.560059 1721.849976     0 625
627 RIVER-1 Reach-1 70.000000 1197.560059 1721.849976   15   1230.270020 1722.260010     0 626
628 RIVER-1 Reach-1 70.000000 1230.270020 1722.260010   16   1233.609985 1722.329956     0 627
629 RIVER-1 Reach-1 70.000000 1233.609985 1722.329956   17   1233.609985 1722.329956     0 628
630 RIVER-1 Reach-1 60.000000 1000.000000 1722.260010   1   1013.979980 1720.619995     0 629
631 RIVER-1 Reach-1 60.000000 1013.979980 1720.619995   2   1035.260010 1720.260010     0 630
632 RIVER-1 Reach-1 60.000000 1035.260010 1720.260010   3   1105.920044 1719.839966     0 631
633 RIVER-1 Reach-1 60.000000 1105.920044 1719.839966   4   1119.770020 1720.260010     0 632
634 RIVER-1 Reach-1 60.000000 1119.770020 1720.260010   5   1120.010010 1720.260010     0 633
635 RIVER-1 Reach-1 60.000000 1120.010010 1720.260010   6   1120.140015 1720.270020     0 634
636 RIVER-1 Reach-1 60.000000 1120.140015 1720.270020   7   1128.569946 1718.260010     0 635
637 RIVER-1 Reach-1 60.000000 1128.569946 1718.260010   8   1136.900024 1716.260010     0 636
638 RIVER-1 Reach-1 60.000000 1136.900024 1716.260010   9   1145.290039 1714.260010     0 637
639 RIVER-1 Reach-1 60.000000 1145.290039 1714.260010   10   1153.140015 1712.359985     0 638
640 RIVER-1 Reach-1 60.000000 1153.140015 1712.359985   11   1183.079956 1712.260010     0 639
641 RIVER-1 Reach-1 60.000000 1183.079956 1712.260010   12   1194.719971 1712.199951     0 640
642 RIVER-1 Reach-1 60.000000 1194.719971 1712.199951   13   1194.989990 1712.260010     0 641
643 RIVER-1 Reach-1 60.000000 1194.989990 1712.260010   14   1203.550049 1714.260010     0 642
644 RIVER-1 Reach-1 60.000000 1203.550049 1714.260010   15   1212.130005 1716.260010     0 643
645 RIVER-1 Reach-1 60.000000 1212.130005 1716.260010   16   1220.709961 1718.260010     0 644
646 RIVER-1 Reach-1 60.000000 1220.709961 1718.260010   17   1223.410034 1718.890015     0 645
647 RIVER-1 Reach-1 60.000000 1223.410034 1718.890015   18   1277.469971 1719.609985     0 646
648 RIVER-1 Reach-1 60.000000 1277.469971 1719.609985   19   1286.739990 1720.310059     0 647
649 RIVER-1 Reach-1 60.000000 1286.739990 1720.310059   20   1287.479980 1720.260010     0 648
650 RIVER-1 Reach-1 60.000000 1287.479980 1720.260010   21   1296.949951 1720.260010     0 649
651 RIVER-1 Reach-1 60.000000 1296.949951 1720.260010   22   1310.089966 1719.739990     0 650
652 RIVER-1 Reach-1 60.000000 1310.089966 1719.739990   23   1314.869995 1720.260010     0 651
653 RIVER-1 Reach-1 60.000000 1314.869995 1720.260010   24   1321.040039 1720.949951     0 652
654 RIVER-1 Reach-1 60.000000 1321.040039 1720.949951   25   1336.069946 1720.260010     0 653
655 RIVER-1 Reach-1 60.000000 1336.069946 1720.260010   26   1343.020020 1719.880005     0 654
656 RIVER-1 Reach-1 60.000000 1343.020020 1719.880005   27   1362.119995 1720.260010     0 655
657 RIVER-1 Reach-1 60.000000 1362.119995 1720.260010   28   1381.280029 1720.989990     0 656
658 RIVER-1 Reach-1 60.000000 1381.280029 1720.989990   29   1394.589966 1720.660034     0 657
659 RIVER-1 Reach-1 60.000000 1394.589966 1720.660034   30   1400.910034 1722.260010     0 658
660 RIVER-1 Reach-1 60.000000 1400.910034 1722.260010   31   1400.910034 1722.260010     0 659
661 RIVER-1 Reach-1 50.000000 1000.000000 1725.260010   1   1020.919983 1724.260010     0 660
662 RIVER-1 Reach-1 50.000000 1020.919983 1724.260010   2   1037.109985 1723.680054     0 661
663 RIVER-1 Reach-1 50.000000 1037.109985 1723.680054   3   1066.670044 1722.819946     0 662
664 RIVER-1 Reach-1 50.000000 1066.670044 1722.819946   4   1068.750000 1722.260010     0 663
665 RIVER-1 Reach-1 50.000000 1068.750000 1722.260010   5   1076.400024 1720.260010     0 664
666 RIVER-1 Reach-1 50.000000 1076.400024 1720.260010   6   1084.260010 1718.260010     0 665
667 RIVER-1 Reach-1 50.000000 1084.260010 1718.260010   7   1092.319946 1716.260010     0 666
668 RIVER-1 Reach-1 50.000000 1092.319946 1716.260010   8   1100.449951 1714.260010     0 667
669 RIVER-1 Reach-1 50.000000 1100.449951 1714.260010   9   1108.619995 1712.260010     0 668
670 RIVER-1 Reach-1 50.000000 1108.619995 1712.260010   10   1112.979980 1711.160034     0 669
671 RIVER-1 Reach-1 50.000000 1112.979980 1711.160034   11   1152.910034 1711.260010     0 670
672 RIVER-1 Reach-1 50.000000 1152.910034 1711.260010   12   1158.040039 1712.260010     0 671
673 RIVER-1 Reach-1 50.000000 1158.040039 1712.260010   13   1168.250000 1714.260010     0 672
674 RIVER-1 Reach-1 50.000000 1168.250000 1714.260010   14   1178.410034 1716.260010     0 673
675 RIVER-1 Reach-1 50.000000 1178.410034 1716.260010   15   1181.819946 1716.859985     0 674
676 RIVER-1 Reach-1 50.000000 1181.819946 1716.859985   16   1195.459961 1718.260010     0 675
677 RIVER-1 Reach-1 50.000000 1195.459961 1718.260010   17   1207.500000 1719.400024     0 676
678 RIVER-1 Reach-1 50.000000 1207.500000 1719.400024   18   1214.020020 1720.260010     0 677
679 RIVER-1 Reach-1 50.000000 1214.020020 1720.260010   19   1235.550049 1722.260010     0 678
680 RIVER-1 Reach-1 50.000000 1235.550049 1722.260010   20   1249.780029 1722.260010     0 679
681 RIVER-1 Reach-1 50.000000 1249.780029 1722.260010   21   1249.780029 1722.260010     0 680
682 RIVER-1 Reach-1 40.000000 1000.000000 1720.260010   1   1101.530029 1719.380005     0 681
683 RIVER-1 Reach-1 40.000000 1101.530029 1719.380005   2   1146.199951 1718.260010     0 682
684 RIVER-1 Reach-1 40.000000 1146.199951 1718.260010   3   1152.030029 1718.109985     0 683
685 RIVER-1 Reach-1 40.000000 1152.030029 1718.109985   4   1159.770020 1716.260010     0 684
686 RIVER-1 Reach-1 40.000000 1159.770020 1716.260010   5   1168.180054 1714.260010     0 685
687 RIVER-1 Reach-1 40.000000 1168.180054 1714.260010   6   1176.589966 1712.260010     0 686
688 RIVER-1 Reach-1 40.000000 1176.589966 1712.260010   7   1185.010010 1710.260010     0 687
689 RIVER-1 Reach-1 40.000000 1185.010010 1710.260010   8   1186.069946 1710.010010     0 688
690 RIVER-1 Reach-1 40.000000 1186.069946 1710.010010   9   1196.729980 1709.640015     0 689
691 RIVER-1 Reach-1 40.000000 1196.729980 1709.640015   10   1216.010010 1709.459961     0 690
692 RIVER-1 Reach-1 40.000000 1216.010010 1709.459961   11   1218.569946 1710.260010     0 691
693 RIVER-1 Reach-1 40.000000 1218.569946 1710.260010   12   1225.270020 1712.260010     0 692
694 RIVER-1 Reach-1 40.000000 1225.270020 1712.260010   13   1231.969971 1714.260010     0 693
695 RIVER-1 Reach-1 40.000000 1231.969971 1714.260010   14   1238.760010 1716.260010     0 694
696 RIVER-1 Reach-1 40.000000 1238.760010 1716.260010   15   1239.390015 1716.359985     0 695
697 RIVER-1 Reach-1 40.000000 1239.390015 1716.359985   16   1283.030029 1718.260010     0 696
698 RIVER-1 Reach-1 40.000000 1283.030029 1718.260010   17   1284.319946 1718.430054     0 697
699 RIVER-1 Reach-1 40.000000 1284.319946 1718.430054   18   1316.260010 1719.030029     0 698
700 RIVER-1 Reach-1 40.000000 1316.260010 1719.030029   19   1327.959961 1720.260010     0 699
701 RIVER-1 Reach-1 40.000000 1327.959961 1720.260010   20   1327.959961 1720.260010     0 700
702 RIVER-1 Reach-1 30.000000 1000.000000 1716.560059   1   1012.260010 1716.260010     0 701
703 RIVER-1 Reach-1 30.000000 1012.260010 1716.260010   2   1053.229980 1714.670044     0 702
704 RIVER-1 Reach-1 30.000000 1053.229980 1714.670044   3   1055.189941 1714.260010     0 703
705 RIVER-1 Reach-1 30.000000 1055.189941 1714.260010   4   1064.739990 1712.260010     0 704
706 RIVER-1 Reach-1 30.000000 1064.739990 1712.260010   5   1074.250000 1710.260010     0 705
707 RIVER-1 Reach-1 30.000000 1074.250000 1710.260010   6   1083.680054 1708.260010     0 706
708 RIVER-1 Reach-1 30.000000 1083.680054 1708.260010   7   1084.329956 1708.119995     0 707
709 RIVER-1 Reach-1 30.000000 1084.329956 1708.119995   8   1124.709961 1708.109985     0 708
710 RIVER-1 Reach-1 30.000000 1124.709961 1708.109985   9   1125.310059 1708.260010     0 709
711 RIVER-1 Reach-1 30.000000 1125.310059 1708.260010   10   1133.140015 1710.260010     0 710
712 RIVER-1 Reach-1 30.000000 1133.140015 1710.260010   11   1140.869995 1712.260010     0 711
713 RIVER-1 Reach-1 30.000000 1140.869995 1712.260010   12   1148.550049 1714.260010     0 712
714 RIVER-1 Reach-1 30.000000 1148.550049 1714.260010   13   1154.719971 1715.869995     0 713
715 RIVER-1 Reach-1 30.000000 1154.719971 1715.869995   14   1175.890015 1716.260010     0 714
716 RIVER-1 Reach-1 30.000000 1175.890015 1716.260010   15   1316.209961 1718.060059     0 715
717 RIVER-1 Reach-1 30.000000 1316.209961 1718.060059   16   1316.209961 1718.060059     0 716
718 RIVER-1 Reach-1 20.000000 1000.000000 1714.260010   1   1182.020020 1714.229980     0 717
719 RIVER-1 Reach-1 20.000000 1182.020020 1714.229980   2   1190.859985 1712.260010     0 718
720 RIVER-1 Reach-1 20.000000 1190.859985 1712.260010   3   1199.750000 1710.260010     0 719
721 RIVER-1 Reach-1 20.000000 1199.750000 1710.260010   4   1208.560059 1708.260010     0 720
722 RIVER-1 Reach-1 20.000000 1208.560059 1708.260010   5   1217.310059 1706.260010     0 721
723 RIVER-1 Reach-1 20.000000 1217.310059 1706.260010   6   1221.119995 1705.380005     0 722
724 RIVER-1 Reach-1 20.000000 1221.119995 1705.380005   7   1267.530029 1705.849976     0 723
725 RIVER-1 Reach-1 20.000000 1267.530029 1705.849976   8   1269.510010 1706.260010     0 724
726 RIVER-1 Reach-1 20.000000 1269.510010 1706.260010   9   1279.060059 1708.260010     0 725
727 RIVER-1 Reach-1 20.000000 1279.060059 1708.260010   10   1288.599976 1710.260010     0 726
728 RIVER-1 Reach-1 20.000000 1288.599976 1710.260010   11   1298.119995 1712.260010     0 727
729 RIVER-1 Reach-1 20.000000 1298.119995 1712.260010   12   1307.420044 1714.209961     0 728
730 RIVER-1 Reach-1 20.000000 1307.420044 1714.209961   13   1307.800049 1714.260010     0 729
731 RIVER-1 Reach-1 20.000000 1307.800049 1714.260010   14   1322.040039 1715.709961     0 730
732 RIVER-1 Reach-1 20.000000 1322.040039 1715.709961   15   1343.209961 1714.959961     0 731
733 RIVER-1 Reach-1 20.000000 1343.209961 1714.959961   16   1500.750000 1715.959961     0 732
734 RIVER-1 Reach-1 20.000000 1500.750000 1715.959961   17   1500.750000 1715.959961     0 733
735 RIVER-1 Reach-1 10.000000 1000.000000 1712.260010   1   1002.710022 1712.329956     0 734
736 RIVER-1 Reach-1 10.000000 1002.710022 1712.329956   2   1003.059998 1712.260010     0 735
737 RIVER-1 Reach-1 10.000000 1003.059998 1712.260010   3   1012.390015 1710.260010     0 736
738 RIVER-1 Reach-1 10.000000 1012.390015 1710.260010   4   1021.700012 1708.260010     0 737
739 RIVER-1 Reach-1 10.000000 1021.700012 1708.260010   5   1031.010010 1706.260010     0 738
740 RIVER-1 Reach-1 10.000000 1031.010010 1706.260010   6   1040.319946 1704.260010     0 739
741 RIVER-1 Reach-1 10.000000 1040.319946 1704.260010   7   1042.479980 1703.800049     0 740
742 RIVER-1 Reach-1 10.000000 1042.479980 1703.800049   8   1049.900024 1702.589966     0 741
743 RIVER-1 Reach-1 10.000000 1049.900024 1702.589966   9   1089.400024 1702.810059     0 742
744 RIVER-1 Reach-1 10.000000 1089.400024 1702.810059   10   1095.839966 1704.260010     0 743
745 RIVER-1 Reach-1 10.000000 1095.839966 1704.260010   11   1104.890015 1706.260010     0 744
746 RIVER-1 Reach-1 10.000000 1104.890015 1706.260010   12   1114.239990 1708.260010     0 745
747 RIVER-1 Reach-1 10.000000 1114.239990 1708.260010   13   1123.660034 1710.260010     0 746
748 RIVER-1 Reach-1 10.000000 1123.660034 1710.260010   14   1126.640015 1710.859985     0 747
749 RIVER-1 Reach-1 10.000000 1126.640015 1710.859985   15   1152.790039 1712.260010     0 748
750 RIVER-1 Reach-1 10.000000 1152.790039 1712.260010   16   1160.640015 1712.670044     0 749
751 RIVER-1 Reach-1 10.000000 1160.640015 1712.670044   17   1288.040039 1714.260010     0 750
752 RIVER-1 Reach-1 10.000000 1288.040039 1714.260010   18   1288.040039 1714.260010     0 751
753 RIVER-1 Reach-1 295.000000 Bridge-DN 1147.130005 1768.810059 1779.180054 1775.180054 4     1151.000000 1779.180054 1775.180054 0 752
754 RIVER-1 Reach-1 125.000000 Bridge-DN 1174.349976 1730.260010 1733.689941 1724.160034 6     1000.000000 1733.689941 1724.160034 0 753

  A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF AG AH AI AJ AK AL AM AN AO AP AQ AR AS AT AU AV AW AX AY AZ BA BB BC BD BE BF BG BH BI BJ BK BL BM BN BO BP BQ BR BS BT BU BV BW BX BY BZ CA CB CC CD CE CF CG CH CI CJ CK CL CM CN CO CP CQ CR CS CT CU CV CW CX CY CZ DA DB DC DD DE DF DG DH DI DJ DK DL DM DN DO DP DQ DR DS
1 ID RIVER REACH RS STRUC PROFILE UPDN WS_Elev EG_Elev Q_Left Q_Channel Q_Right Q_Total Flow_Area Conv_Total Vel_Head Vel_Total Top_Wdth_Act EG_Slope Area Sta_WS_Lft Sta_WS_Rgt Left_Sta_Eff Rght_Sta_Eff Length_Wtd Length_Left Length_Chnl Length_Rght Mann_Comp Froude_Chl Froude_XS Conv_Ratio Crit_WS Crit_EG Frctn_Loss C_E_Loss Headloss Top_Width Delta_WS Delta_EG Q_Culv_Group Q_Barrel WS_US Clv_EG_No_Wr EG_US EG_IC EG_OC Culv_Frctn_Ls Culv_Entr_Loss Culv_Exit_Loss Culv_EG_Inlet Culv_EG_Outlet Culv_WS_Inlet Culv_WS_Outlet Q_Weir Weir_Sta_Lft Weir_Sta_Rgt Energy_Wr_WS Yarnell_WS WSPRO_WS Prs_Wr_WS Energy_WS Momen_WS Prs_O_WS Energy_Wr_EG Yarnell_EG WSPRO_EG Prs_Wr_EG Energy_EG Momen_EG Prs_O_EG Hydr_Depth Q_Bridge Enc_Sta_L Enc_Sta_R Dist_Center_L Dist_Center_R Prof_Delta_WS Prof_Delta_EG Base_WS Center_Station XS_Delta_EG Q_Gate_Group Q_Gates BR_Open_Area Cum_Ch_Len Enc_WD Invert_Slope L_Freeboard R_Freeboard L_Levee_Frbrd R_Levee_Frbrd Mann_Wtd_Total Perc_Q_Leaving Q_US Q_DS Q_Leaving_Total Culv_Inlet_Mann_n Culv_Outlet_Mann_n Piping_Flow Q_Lat_RC Q_Culv Q_Breach Br_Sel_Method Min_Ch_El hydr_depth_l hydr_depth_r hydr_depth_c Cc Ce Dob_dc Fc2_fc1 Min_El_Weir_Flow Min_Weir_El BR_Open_Vel Gate_Open_Ht lob_elev rob_elev Max_Chl_Dpth Top_W_Act_Left Top_W_Act_Right Top_W_Left Top_W_Right
2 1 RIVER-1 Reach-1 390.000000 PF 1   1793.180054 1796.430054 -9999.000000 6300.000000 -9999.000000 6300.000000 435.429993 121295.601563 3.250000 14.470000 67.000000 0.000000 435.429993 100.000000 170.000000 100.000000 170.000000 420.899994 420.899994 420.899994 420.209991 -9999.000000 1.000000 1.000000 1.000000 1793.180054 1796.430054 1.140000 0.000000 1.140000 67.000000                               -9999.000000                               6.500000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1793.180054 135.000000 2.500000       12454.190430 -9999.000000 0.010000 3.670000 3.670000     0.010000                       1786.510010 -9999.000000 -9999.000000 6.500000                 -9999.000000 -9999.000000 6.670000 -9999.000000 -9999.000000  
3 2 RIVER-1 Reach-1 380.000000 PF 1   1790.680054 1793.930054 -9999.000000 6300.000000 -9999.000000 6300.000000 435.420013 121290.296875 3.250000 14.470000 67.000000 0.000000 435.420013 100.000000 170.000000 100.000000 170.000000 170.960007 170.000000 170.960007 173.000000 -9999.000000 1.000000 1.000000 1.000000 1790.680054 1793.930054 0.460000 0.000000 0.460000 67.000000                               -9999.000000                               6.500000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1790.680054 135.000000 3.440000       12033.290039 -9999.000000 0.020000 3.670000 3.670000     0.010000                       1784.010010 -9999.000000 -9999.000000 6.500000                 -9999.000000 -9999.000000 6.670000 -9999.000000 -9999.000000  
4 3 RIVER-1 Reach-1 370.000000 PF 1   1787.229980 1790.479980 -9999.000000 6300.000000 -9999.000000 6300.000000 435.429993 121295.601563 3.250000 14.470000 67.000000 0.000000 435.429993 100.000000 170.000000 100.000000 170.000000 232.149994 222.000000 232.149994 238.000000 -9999.000000 1.000000 1.000000 1.000000 1787.229980 1790.479980 0.630000 0.000000 0.630000 67.000000                               -9999.000000                               6.500000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1787.229980 135.000000 1.160000       11862.330078 -9999.000000 0.000000 3.670000 3.670000     0.010000                       1780.560059 -9999.000000 -9999.000000 6.500000                 -9999.000000 -9999.000000 6.670000 -9999.000000 -9999.000000  
5 4 RIVER-1 Reach-1 360.000000 PF 1   1786.069946 1789.319946 -9999.000000 6300.000000 -9999.000000 6300.000000 435.420013 121290.296875 3.250000 14.470000 67.000000 0.000000 435.420013 100.000000 170.000000 100.000000 170.000000 314.290009 323.000000 314.290009 310.000000 -9999.000000 1.000000 1.000000 1.000000 1786.069946 1789.319946 0.850000 0.000000 0.850000 67.000000                               -9999.000000                               6.500000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1786.069946 135.000000 1.570000       11630.179688 -9999.000000 0.000000 3.670000 3.670000     0.010000                       1779.410034 -9999.000000 -9999.000000 6.500000                 1789.739990 1779.739990 6.670000 -9999.000000 -9999.000000  
6 5 RIVER-1 Reach-1 350.000000 PF 1   1784.500000 1787.750000 -9999.000000 6300.000000 -9999.000000 6300.000000 435.429993 121293.703125 3.250000 14.470000 67.000000 0.000000 435.429993 100.000000 170.000000 100.000000 170.000000 436.709991 439.000000 436.709991 435.000000 -9999.000000 1.000000 1.000000 0.630000 1784.500000 1787.750000 0.700000 0.380000 1.080000 67.000000                               -9999.000000                               6.500000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1784.500000 135.000000 1.790000       11315.889648 -9999.000000 0.010000 3.670000 3.670000     0.010000                       1777.829956 -9999.000000 -9999.000000 6.500000                 -9999.000000 -9999.000000 6.670000 -9999.000000 -9999.000000  
7 6 RIVER-1 Reach-1 340.000000 PF 1   1783.979980 1785.959961 -9999.000000 6300.000000 -9999.000000 6300.000000 558.929993 193906.296875 1.970000 11.270000 70.000000 0.000000 558.929993 100.000000 170.000000 100.000000 170.000000 85.000000 85.000000 85.000000 85.000000 -9999.000000 0.700000 0.700000 0.830000 -9999.000000 -9999.000000 0.070000 0.130000 0.200000 70.000000                               -9999.000000                               7.980000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1783.979980 135.000000 0.200000       10879.179688 -9999.000000 0.010000 2.370000 2.370000     0.010000                       1775.650024 -9999.000000 -9999.000000 7.980000                 -9999.000000 -9999.000000 8.330000 -9999.000000 -9999.000000  
8 7 RIVER-1 Reach-1 338.000000 PF 1   1784.209961 1785.750000 -9999.000000 6300.000000 -9999.000000 6300.000000 633.099976 233568.000000 1.540000 9.950000 70.000000 0.000000 633.099976 0.000000 70.000000 0.000000 70.000000 95.000000 95.000000 95.000000 95.000000 -9999.000000 0.580000 0.580000 0.680000 -9999.000000 -9999.000000 0.050000 0.210000 0.260000 70.000000                               -9999.000000                               9.040000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1784.209961 35.000000 0.260000       10794.179688 -9999.000000 0.000000 0.290000 0.290000     0.010000                       1775.170044 -9999.000000 -9999.000000 9.040000                 1784.500000 1775.170044 9.040000 -9999.000000 -9999.000000  
9 8 RIVER-1 Reach-1 337.000000 PF 1   1784.670044 1785.489990 5.840000 6288.529785 5.630000 6300.000000 885.369995 344993.812500 0.820000 7.120000 163.589996 0.000000 885.369995 -33.430000 130.160004 -33.430000 130.160004 60.000000 60.000000 60.000000 60.000000 -9999.000000 0.440000 0.550000 3.020000 -9999.000000 -9999.000000 0.050000 0.050000 0.090000 163.589996                               -9999.000000                               5.410000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1784.670044 51.000000 0.090000       10699.179688 -9999.000000 0.010000 -0.670000 -0.670000     0.010000                       1774.800049 0.330000 0.360000 8.470000                 1784.000000 1784.000000 9.870000 33.430000 28.160000  
10 9 RIVER-1 Reach-1 335.000000 PF 1   1784.109985 1785.400024 -9999.000000 6300.000000 -9999.000000 6300.000000 691.869995 114369.898438 1.290000 9.110000 78.959999 0.000000 691.869995 100.519997 179.479996 100.519997 179.479996 40.000000 40.000000 40.000000 40.000000 -9999.000000 0.540000 0.540000 1.920000 -9999.000000 -9999.000000 0.210000 0.100000 0.310000 78.959999                               -9999.000000                               8.760000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1784.109985 140.000000 0.310000       10639.179688 -9999.000000 0.000000 1.040000 1.040000     0.030000                       1774.449951 -9999.000000 -9999.000000 8.760000                 1785.150024 1785.150024 9.660000 -9999.000000 -9999.000000  
11 10 RIVER-1 Reach-1 334.000000 PF 1   1782.790039 1785.089966 -9999.000000 6300.000000 -9999.000000 6300.000000 518.260010 59677.839844 2.290000 12.160000 113.750000 0.010000 518.260010 1.380000 115.129997 1.380000 115.129997 210.000000 210.000000 210.000000 210.000000 -9999.000000 1.000000 1.000000 1.000000 1782.790039 1785.089966 2.340000 0.070000 2.410000 113.750000                               -9999.000000                               4.560000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1782.790039 62.500000 2.660000       10599.179688 -9999.000000 0.010000 0.210000 3.210000     0.030000                       1774.400024 -9999.000000 -9999.000000 4.560000                 1783.000000 1786.000000 8.390000 -9999.000000 -9999.000000  
12 11 RIVER-1 Reach-1 330.000000 PF 1   1779.430054 1782.430054 -9999.000000 6300.000000 -9999.000000 6300.000000 453.309998 59609.140625 3.000000 13.900000 75.879997 0.010000 453.309998 102.059998 177.940002 102.059998 177.940002 343.489990 343.489990 343.489990 343.489990 -9999.000000 1.000000 1.000000 0.440000 1779.430054 1782.430054 1.450000 0.410000 1.860000 75.879997                               -9999.000000                               5.970000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1779.430054 140.000000 1.880000       10389.179688 -9999.000000 0.000000 4.120000 4.120000     0.030000                       1772.849976 -9999.000000 -9999.000000 5.970000                 -9999.000000 -9999.000000 6.580000 -9999.000000 -9999.000000  
13 12 RIVER-1 Reach-1 320.000000 PF 1   1778.930054 1780.550049 -9999.000000 6300.000000 -9999.000000 6300.000000 616.299988 134214.093750 1.620000 10.220000 121.209999 0.000000 616.299988 1027.859985 1149.079956 1027.859985 1149.079956 489.100006 489.890015 489.100006 487.690002 -9999.000000 0.800000 0.800000 0.280000 -9999.000000 -9999.000000 0.210000 0.360000 0.570000 121.209999                               -9999.000000                               5.080000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1778.930054 1087.969971 0.570000       10045.690430 -9999.000000 0.000000 1.330000 1.310000     0.020000                       1771.500000 -9999.000000 -9999.000000 5.080000                 1780.260010 1780.239990 7.430000 -9999.000000 -9999.000000  
14 13 RIVER-1 Reach-1 310.000000 PF 1   1779.560059 1779.979980 24.700001 6248.250000 27.049999 6300.000000 1247.579956 474668.906250 0.420000 5.050000 198.800003 0.000000 1247.579956 1000.000000 1198.800049 1000.000000 1198.800049 100.330002 102.639999 100.279999 105.699997 -9999.000000 0.320000 0.370000 1.050000 -9999.000000 -9999.000000 0.020000 0.010000 0.030000 198.800003                               -9999.000000                               6.280000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1779.560059 1097.260010 0.030000       9556.589844 -9999.000000 0.010000 -1.620000 -1.530000     0.010000                       1770.040039 1.060000 1.010000 8.050000                 1777.939941 1778.030029 9.520000 22.980000 27.270000  
15 14 RIVER-1 Reach-1 300.000000 PF 1   1779.420044 1779.949951 77.860001 6182.299805 39.840000 6300.000000 1135.640015 454121.812500 0.520000 5.550000 147.130005 0.000000 1135.640015 1000.000000 1147.130005 1000.000000 1147.130005 0.100000 0.100000 0.100000 0.100000 -9999.000000 0.320000 0.370000 0.000000 1774.069946 1776.500000 -9999.000000 -9999.000000 -9999.000000 147.130005                               -9999.000000                               7.720000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1779.420044 1077.050049 0.000000       9456.309570 -9999.000000 0.000000 -1.970000 -1.600000     0.010000                       1769.180054 1.970000 1.600000 10.240000               1777.380005 1769.180054 10.240000 25.540001 18.570000  
16 15 RIVER-1 Reach-1 295.000000 Bridge-UP PF 1   1779.420044 1779.949951 44.700001 6219.799805 32.500000 6300.000000 652.989990 -9999.000000 1.900000 9.650000 147.130005 -9999.000000 575.969971 1000.000000 1147.130005 1000.000000 1147.130005 102.550003 102.550003 102.550003 102.550003 -9999.000000 0.610000 0.610000 1.000000 1774.530029 1777.189941 -9999.000000 -9999.000000 -9999.000000 147.130005 5.720000 3.820000     1779.420044 1779.949951                 260.500000 1000.000000 1147.130005 -9999.000000 -9999.000000 -9999.000000 1779.420044 1776.430054 -9999.000000 1780.189941 -9999.000000 -9999.000000 -9999.000000 1779.949951 1777.530029 -9999.000000 1780.630005 4.440000 6039.500000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1779.420044 1077.050049 0.150000     539.979980 9456.209961 -9999.000000 0.000000 -4.240000 -4.240000     0.010000                       1769.180054 0.770000 0.770000 6.010000         1779.189941 11.180000 1777.380005 1769.180054 10.240000 25.540001 18.570000  
17 16 RIVER-1 Reach-1 295.000000 Bridge-DN PF 1   1779.420044 1779.800049 44.700001 6219.799805 32.500000 6300.000000 714.460022 -9999.000000 1.600000 8.820000 160.589996 -9999.000000 630.400024 1000.000000 1160.589966 1000.000000 1160.589966 0.100000 0.100000 0.100000 0.100000 -9999.000000 0.550000 0.550000 -9999.000000 1774.170044 1776.819946 -9999.000000 -9999.000000 -9999.000000 160.589996 5.720000 3.820000     1779.420044 1779.949951                 260.500000 1000.000000 1147.130005 -9999.000000 -9999.000000 -9999.000000 1779.420044 1776.430054 -9999.000000 1780.189941 -9999.000000 -9999.000000 -9999.000000 1779.949951 1777.530029 -9999.000000 1780.630005 4.450000 6039.500000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1779.420044 1099.489990 3.670000     539.979980 9353.660156 -9999.000000 0.000000 -4.240000 -4.240000     0.010000                       1768.810059 0.770000 2.690000 6.330000         1779.189941 11.180000 1776.260010 1768.810059 10.610000 47.980000 9.590000    
18 17 RIVER-1 Reach-1 290.000000 PF 1   1773.709961 1776.130005 -9999.000000 6300.000000 -9999.000000 6300.000000 503.950012 135478.406250 2.430000 12.500000 102.930000 0.000000 503.950012 1047.979980 1150.910034 1047.979980 1150.910034 14.950000 14.680000 14.950000 12.700000 -9999.000000 1.000000 1.000000 1.000000 1773.709961 1776.130005 0.030000 0.000000 0.040000 102.930000                               -9999.000000                               4.900000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1773.709961 1099.489990 0.570000       9353.559570 -9999.000000 0.040000 3.550000 3.550000     0.010000                       1768.810059 -9999.000000 -9999.000000 4.900000                 1776.260010 1768.810059 4.900000 -9999.000000 -9999.000000  
19 18 RIVER-1 Reach-1 280.000000 PF 1   1773.140015 1775.560059 -9999.000000 6300.000000 -9999.000000 6300.000000 505.209991 135884.000000 2.410000 12.470000 105.610001 0.000000 505.209991 1045.359985 1150.959961 1045.359985 1150.959961 1.000000 1.000000 1.000000 1.000000 -9999.000000 1.000000 1.000000 1.000000 1773.140015 1775.560059 0.000000 0.000000 0.000000 105.610001                               -9999.000000                               4.780000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1773.140015 1098.040039 4.020000       9338.610352 -9999.000000 4.000000 1.490000 1.320000     0.010000                       1768.260010 -9999.000000 -9999.000000 4.780000                 1774.630005 1774.459961 4.880000 -9999.000000 -9999.000000  
20 19 RIVER-1 Reach-1 270.000000 PF 1   1769.109985 1771.540039 -9999.000000 6300.000000 -9999.000000 6300.000000 503.929993 135338.406250 2.430000 12.500000 104.790001 0.000000 503.929993 1010.580017 1115.369995 1010.580017 1115.369995 21.920000 33.840000 21.920000 8.990000 -9999.000000 1.000000 1.000000 1.000000 1769.109985 1771.540039 0.050000 0.090000 0.140000 104.790001                               -9999.000000                               4.810000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1769.109985 1062.479980 0.160000       9337.610352 -9999.000000 0.000000 5.150000 4.190000     0.010000                       1764.260010 -9999.000000 -9999.000000 4.810000                 1774.260010 1773.300049 4.850000 -9999.000000 -9999.000000  
21 20 RIVER-1 Reach-1 260.000000 PF 1   1769.250000 1771.380005 -9999.000000 6299.890137 0.110000 6300.000000 537.969971 135169.593750 2.130000 11.710000 128.690002 0.000000 537.969971 1043.530029 1172.219971 1043.530029 1172.219971 1.000000 1.000000 1.000000 1.000000 -9999.000000 1.010000 1.010000 0.990000 1769.250000 1771.380005 0.000000 0.020000 0.020000 128.690002                               -9999.000000                               4.180000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1769.250000 1102.420044 3.730000       9315.690430 -9999.000000 4.000000 1.010000 -0.330000     0.010000                       1764.260010 -9999.000000 0.160000 4.200000                 1770.260010 1768.920044 4.990000 -9999.000000 0.700000    
22 21 RIVER-1 Reach-1 250.000000 PF 1   1765.300049 1767.650024 -9999.000000 6300.000000 -9999.000000 6300.000000 512.059998 136953.500000 2.350000 12.300000 110.059998 0.000000 512.059998 1045.359985 1155.420044 1045.359985 1155.420044 58.599998 57.450001 58.599998 58.439999 -9999.000000 1.010000 1.010000 1.310000 1765.300049 1767.650024 0.160000 0.030000 0.190000 110.059998                               -9999.000000                               4.650000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1765.300049 1103.949951 0.510000       9314.690430 -9999.000000 0.010000 3.460000 3.630000     0.010000                       1760.260010 -9999.000000 -9999.000000 4.650000                 1768.760010 1768.930054 5.040000 -9999.000000 -9999.000000  
23 22 RIVER-1 Reach-1 240.000000 PF 1   1764.890015 1767.140015 -9999.000000 6300.000000 -9999.000000 6300.000000 524.200012 104694.601563 2.240000 12.020000 116.900002 0.000000 524.200012 1048.540039 1165.439941 1048.540039 1165.439941 492.000000 496.309998 492.000000 488.690002 -9999.000000 1.000000 1.000000 0.980000 1764.890015 1767.140015 1.740000 0.050000 1.790000 116.900002                               -9999.000000                               4.480000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1764.890015 1110.270020 3.690000       9256.089844 -9999.000000 0.010000 11.710000 13.770000   0.020000                       1759.689941 -9999.000000 -9999.000000 4.480000                 1776.599976 1778.660034 5.200000 -9999.000000 -9999.000000  
24 23 RIVER-1 Reach-1 230.000000 PF 1   1760.699951 1763.449951 -9999.000000 6300.000000 -9999.000000 6300.000000 473.880005 107365.296875 2.740000 13.290000 86.419998 0.000000 473.880005 1061.699951 1148.119995 1061.699951 1148.119995 494.760010 490.459991 494.760010 498.910004 -9999.000000 1.000000 1.000000 1.010000 1760.699951 1763.449951 1.720000 0.030000 1.750000 86.419998                               -9999.000000                               5.480000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1760.699951 1101.939941 6.570000       8764.089844 -9999.000000 0.010000 4.920000 5.560000     0.020000                       1752.380005 -9999.000000 -9999.000000 5.480000                 1765.619995 1766.260010 8.320000 -9999.000000 -9999.000000  
25 24 RIVER-1 Reach-1 220.000000 PF 1   1754.229980 1756.869995 -9999.000000 6300.000000 -9999.000000 6300.000000 482.880005 106513.000000 2.640000 13.050000 91.430000 0.000000 482.880005 1056.920044 1148.349976 1056.920044 1148.349976 476.720001 464.690002 476.720001 489.339996 -9999.000000 1.000000 1.000000 0.990000 1754.229980 1756.869995 1.660000 0.020000 1.680000 91.430000                               -9999.000000                               5.280000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1754.229980 1101.150024 4.940000       8269.330078 -9999.000000 0.010000 7.860000 5.800000     0.020000                       1746.219971 -9999.000000 -9999.000000 5.280000                 1762.089966 1760.030029 8.010000 -9999.000000 -9999.000000  
26 25 RIVER-1 Reach-1 210.000000 PF 1   1749.119995 1751.930054 -9999.000000 6300.000000 -9999.000000 6300.000000 468.299988 107059.296875 2.810000 13.450000 83.900002 0.000000 468.299988 1014.119995 1098.020020 1014.119995 1098.020020 500.380005 499.739990 500.380005 500.049988 -9999.000000 1.000000 1.000000 1.010000 1749.119995 1751.930054 1.750000 0.120000 1.870000 83.900002                               -9999.000000                               5.580000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1749.119995 1056.609985 4.370000       7792.609863 -9999.000000 0.000000 5.140000 6.450000     0.020000                       1739.780029 -9999.000000 -9999.000000 5.580000                 1754.260010 1755.569946 9.340000 -9999.000000 -9999.000000  
27 26 RIVER-1 Reach-1 200.000000 PF 1   1745.150024 1747.569946 -9999.000000 6300.000000 -9999.000000 6300.000000 504.829987 105840.703125 2.420000 12.480000 104.430000 0.000000 504.829987 1007.739990 1112.170044 1007.739990 1112.170044 495.369995 494.160004 495.369995 496.559998 -9999.000000 1.000000 1.000000 1.000000 1745.150024 1747.569946 1.760000 0.020000 1.780000 104.430000                               -9999.000000                               4.830000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1745.150024 1061.439941 3.430000       7292.229980 -9999.000000 0.010000 3.110000 5.110000     0.020000                       1738.959961 -9999.000000 -9999.000000 4.830000                 1748.260010 1750.260010 6.190000 -9999.000000 -9999.000000  
28 27 RIVER-1 Reach-1 190.000000 PF 1   1741.780029 1744.140015 -9999.000000 6300.000000 -9999.000000 6300.000000 511.359985 105589.898438 2.360000 12.320000 108.540001 0.000000 511.359985 1006.890015 1115.430054 1006.890015 1115.430054 497.739990 499.179993 497.739990 497.100006 -9999.000000 1.000000 1.000000 0.970000 1741.780029 1744.140015 1.710000 0.110000 1.820000 108.540001                               -9999.000000                               4.710000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1741.780029 1060.739990 4.700000       6796.859863 -9999.000000 0.010000 2.480000 2.110000     0.020000                       1735.050049 -9999.000000 -9999.000000 4.710000                 1744.260010 1743.890015 6.730000 -9999.000000 -9999.000000  
29 28 RIVER-1 Reach-1 180.000000 PF 1   1737.439941 1739.439941 -9999.000000 6300.000000 -9999.000000 6300.000000 555.380005 109100.296875 2.000000 11.340000 127.669998 0.000000 555.380005 1041.689941 1169.349976 1041.689941 1169.349976 491.829987 490.600006 491.829987 492.369995 -9999.000000 0.960000 0.960000 1.050000 1737.290039 1739.430054 1.720000 0.010000 1.730000 127.669998                               -9999.000000                               4.350000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1737.439941 1108.099976 1.730000       6299.120117 -9999.000000 0.000000 1.400000 2.540000     0.020000                       1731.859985 -9999.000000 -9999.000000 4.350000                 1738.839966 1739.979980 5.580000 -9999.000000 -9999.000000  
30 29 RIVER-1 Reach-1 170.000000 PF 1   1735.630005 1737.709961 -9999.000000 6300.000000 -9999.000000 6300.000000 544.260010 103801.601563 2.080000 11.580000 130.940002 0.000000 544.260010 1046.280029 1177.219971 1046.280029 1177.219971 487.260010 486.670013 487.260010 487.820007 -9999.000000 1.000000 1.000000 0.680000 1735.630005 1737.709961 1.180000 0.240000 1.420000 130.940002                               -9999.000000                               4.160000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1735.630005 1113.189941 1.440000       5807.290039 -9999.000000 0.000000 1.130000 1.720000     0.020000                       1729.560059 -9999.000000 -9999.000000 4.160000                 1736.760010 1737.349976 6.070000 -9999.000000 -9999.000000  
31 30 RIVER-1 Reach-1 160.000000 PF 1   1735.000000 1736.270020 -9999.000000 6300.000000 -9999.000000 6300.000000 696.070007 152105.093750 1.270000 9.050000 135.910004 0.000000 696.070007 1043.829956 1179.739990 1043.829956 1179.739990 501.510010 501.429993 501.510010 502.700012 -9999.000000 0.700000 0.700000 0.690000 -9999.000000 -9999.000000 0.570000 0.140000 0.710000 135.910004                               -9999.000000                               5.120000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1735.000000 1119.119995 0.710000       5320.029785 -9999.000000 0.000000 0.520000 1.260000     0.020000                       1727.869995 -9999.000000 -9999.000000 5.120000                 1735.520020 1736.260010 7.130000 -9999.000000 -9999.000000  
32 31 RIVER-1 Reach-1 150.000000 PF 1   1734.750000 1735.560059 18.389999 6232.029785 49.580002 6300.000000 893.000000 220740.000000 0.810000 7.050000 169.720001 0.000000 893.000000 1000.000000 1169.719971 1000.000000 1169.719971 489.989990 491.390015 489.940002 488.880005 -9999.000000 0.500000 0.550000 0.410000 -9999.000000 -9999.000000 0.140000 0.140000 0.280000 169.720001                               -9999.000000                               5.260000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1734.750000 1085.430054 0.280000       4818.520020 -9999.000000 0.000000 -0.800000 -1.400000     0.020000                       1725.790039 0.640000 1.230000 6.410000                 1733.949951 1733.349976 8.960000 18.389999 17.260000  
33 32 RIVER-1 Reach-1 140.000000 PF 1   1734.939941 1735.280029 673.440002 5378.540039 348.019989 6400.000000 1684.859985 541387.375000 0.330000 3.800000 343.829987 0.000000 1684.859985 1000.000000 1343.829956 1000.000000 1343.829956 64.169998 64.739998 64.139999 64.089996 -9999.000000 0.290000 0.370000 1.200000 1730.229980 1732.520020 0.010000 0.020000 0.030000 343.829987                               -9999.000000                               4.900000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1734.939941 1207.680054 0.030000       4328.580078 -9999.000000 0.000000 -2.680000 -2.680000     0.010000                       1724.859985 2.680000 2.680000 9.260000                 1730.670044 1730.560059 10.080000 149.720001 78.199997  
34 33 RIVER-1 Reach-1 130.000000 PF 1   1734.719971 1735.250000 69.050003 6270.350098 60.599998 6400.000000 1160.359985 449785.812500 0.530000 5.520000 174.350006 0.000000 1160.359985 1000.000000 1174.349976 1000.000000 1174.349976 0.100000 0.100000 0.100000 0.100000 -9999.000000 0.330000 0.400000 0.000000 1729.609985 1732.000000 -9999.000000 -9999.000000 -9999.000000 174.350006                               -9999.000000                               6.660000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1734.719971 1089.310059 0.000000       4264.439941 -9999.000000 0.000000 -1.460000 -1.460000     0.010000                       1724.790039 1.460000 1.460000 9.930000                 1730.260010 1724.790039 9.930000 35.810001 31.540001  
35 34 RIVER-1 Reach-1 125.000000 Bridge-UP PF 1   1734.719971 1735.250000 149.110001 6204.649902 49.799999 6400.000000 771.630005 -9999.000000 1.470000 8.290000 174.350006 -9999.000000 679.119995 1000.000000 1174.349976 1000.000000 1174.349976 119.489998 119.489998 119.489998 119.489998 -9999.000000 0.540000 0.540000 1.000000 1729.800049 1732.329956 -9999.000000 -9999.000000 -9999.000000 174.350006 5.730000 3.880000     1734.719971 1735.250000                 736.349976 1000.000000 1146.339966 -9999.000000 -9999.000000 -9999.000000 1734.719971 1731.010010 -9999.000000 1737.180054 -9999.000000 -9999.000000 -9999.000000 1735.250000 1732.449951 -9999.000000 1737.479980 4.430000 5663.649902 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1734.719971 1089.310059 0.090000     500.000000 4264.339844 -9999.000000 0.010000 -4.930000 -4.930000     0.010000                       1724.790039 1.560000 1.560000 6.230000         1733.699951 11.330000 1730.260010 1724.790039 9.930000 35.810001 31.540001  
36 35 RIVER-1 Reach-1 125.000000 Bridge-DN PF 1   1734.670044 1735.160034 149.110001 6204.649902 49.799999 6400.000000 791.000000 -9999.000000 1.350000 8.090000 146.339996 -9999.000000 707.140015 1000.000000 1146.339966 1000.000000 1146.339966 0.100000 0.100000 0.100000 0.100000 -9999.000000 0.510000 0.510000 -9999.000000 1729.199951 1731.699951 -9999.000000 -9999.000000 -9999.000000 146.339996 5.730000 3.880000     1734.719971 1735.250000                 736.349976 1000.000000 1146.339966 -9999.000000 -9999.000000 -9999.000000 1734.719971 1731.010010 -9999.000000 1737.180054 -9999.000000 -9999.000000 -9999.000000 1735.250000 1732.449951 -9999.000000 1737.479980 5.410000 5663.649902 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1734.670044 1082.989990 3.790000     500.000000 4144.850098 -9999.000000 0.000000 -4.880000 -4.880000     0.010000                       1724.160034 1.560000 1.560000 6.820000         1733.699951 11.330000 1730.260010 1724.160034 10.510000 29.490000 9.850000    
37 36 RIVER-1 Reach-1 120.000000 PF 1   1728.979980 1731.369995 -9999.000000 6400.000000 -9999.000000 6400.000000 516.190002 137827.500000 2.390000 12.400000 107.000000 0.000000 516.190002 1029.489990 1136.489990 1029.489990 1136.489990 90.110001 88.769997 90.110001 93.129997 -9999.000000 0.990000 0.990000 0.970000 1728.979980 1731.369995 0.190000 0.000000 0.190000 107.000000                               -9999.000000                               4.820000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1728.979980 1082.989990 0.890000       4144.750000 -9999.000000 0.020000 3.280000 3.280000     0.010000                       1724.160034 -9999.000000 -9999.000000 4.820000                 1730.260010 1724.160034 4.820000 -9999.000000 -9999.000000  
38 37 RIVER-1 Reach-1 110.000000 PF 1   1728.050049 1730.479980 -9999.000000 6400.000000 -9999.000000 6400.000000 511.369995 141902.906250 2.430000 12.520000 106.320000 0.000000 511.369995 1027.810059 1134.130005 1027.810059 1134.130005 25.690001 25.990000 25.690001 26.180000 -9999.000000 1.010000 1.010000 1.260000 1728.050049 1730.479980 0.060000 0.310000 0.370000 106.320000                               -9999.000000                               4.810000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1728.050049 1080.040039 0.400000       4054.639893 -9999.000000 0.070000 2.210000 1.730000     0.010000                       1722.760010 -9999.000000 -9999.000000 4.810000                 1730.260010 1729.780029 5.290000 -9999.000000 -9999.000000  
39 38 RIVER-1 Reach-1 100.000000 PF 1   1728.670044 1730.079956 -9999.000000 6400.000000 -9999.000000 6400.000000 673.239990 112750.500000 1.400000 9.510000 104.309998 0.000000 673.239990 1026.670044 1130.979980 1026.670044 1130.979980 295.130005 289.859985 295.130005 299.750000 -9999.000000 0.660000 0.660000 1.220000 -9999.000000 -9999.000000 1.150000 0.040000 1.190000 104.309998                               -9999.000000                               6.450000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1728.670044 1077.479980 1.190000       4028.949951 -9999.000000 0.010000 1.590000 0.850000     0.030000                       1720.959961 -9999.000000 -9999.000000 6.450000                 1730.260010 1729.520020 7.710000 -9999.000000 -9999.000000  
40 39 RIVER-1 Reach-1 90.000000 PF 1   1727.030029 1728.890015 0.380000 6399.620117 -9999.000000 6400.000000 586.460022 92563.679688 1.850000 10.910000 110.919998 0.000000 586.460022 1046.069946 1156.989990 1046.069946 1156.989990 482.190002 495.140015 482.190002 465.140015 -9999.000000 0.800000 0.840000 0.830000 -9999.000000 -9999.000000 1.910000 0.150000 2.060000 110.919998                               -9999.000000                               5.290000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1727.030029 1112.310059 2.060000       3733.820068 -9999.000000 0.000000 -0.130000 2.650000     0.030000                       1717.449951 0.070000 -9999.000000 5.830000                 1726.900024 1729.680054 9.580000 10.380000 -9999.000000  
41 40 RIVER-1 Reach-1 80.000000 PF 1   1725.479980 1726.829956 0.000000 6400.000000 -9999.000000 6400.000000 686.830017 110961.898438 1.350000 9.320000 115.540001 0.000000 686.830017 1146.229980 1261.770020 1146.229980 1261.770020 470.679993 455.760010 470.679993 481.959991 -9999.000000 0.670000 0.670000 1.550000 -9999.000000 -9999.000000 2.320000 0.130000 2.440000 115.540001                               -9999.000000                               5.940000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1725.479980 1208.599976 2.440000       3251.629883 -9999.000000 0.010000 -0.030000 1.990000     0.030000                       1716.640015 0.010000 -9999.000000 6.000000                 1725.449951 1727.469971 8.840000 1.060000 -9999.000000  
42 41 RIVER-1 Reach-1 70.000000 PF 1   1721.780029 1724.380005 -9999.000000 6400.000000 -9999.000000 6400.000000 494.019989 71518.312500 2.610000 12.950000 97.059998 0.010000 494.019989 1100.199951 1197.270020 1100.199951 1197.270020 497.779999 493.269989 497.950012 498.079987 -9999.000000 1.010000 1.010000 0.390000 1721.780029 1724.380005 1.250000 0.620000 1.870000 97.059998                               -9999.000000                               5.090000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1721.780029 1140.829956 1.910000       2780.949951 -9999.000000 0.000000 4.170000 0.070000     0.030000                       1714.260010 -9999.000000 -9999.000000 5.090000                 1725.949951 1721.849976 7.520000 -9999.000000 -9999.000000  
43 42 RIVER-1 Reach-1 60.000000 PF 1   1721.939941 1722.479980 490.079987 5020.709961 889.210022 6400.000000 1304.709961 183480.406250 0.540000 4.910000 396.880005 0.000000 1304.709961 1002.750000 1399.640015 1002.750000 1399.640015 499.480011 499.619995 499.269989 502.100006 -9999.000000 0.420000 0.570000 1.430000 -9999.000000 -9999.000000 0.840000 0.040000 0.880000 396.880005                               -9999.000000                               3.290000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1721.939941 1171.780029 0.880000       2283.000000 -9999.000000 0.000000 -1.670000 -3.050000     0.020000                       1712.199951 1.700000 1.900000 7.450000                 1720.270020 1718.890015 9.740000 117.389999 176.229996  
44 43 RIVER-1 Reach-1 50.000000 PF 1   1720.640015 1721.589966 -9999.000000 6400.000000 -9999.000000 6400.000000 817.619995 128232.203125 0.950000 7.830000 143.210007 0.000000 817.619995 1074.939941 1218.140015 1074.939941 1218.140015 305.160004 334.290009 305.600006 277.630005 -9999.000000 0.580000 0.580000 1.420000 -9999.000000 -9999.000000 1.040000 0.100000 1.140000 143.210007                               -9999.000000                               5.710000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1720.640015 1151.109985 1.140000       1783.729980 -9999.000000 0.010000 2.180000 1.620000     0.030000                       1711.160034 -9999.000000 -9999.000000 5.710000                 1722.819946 1722.260010 9.480000 -9999.000000 -9999.000000  
45 44 RIVER-1 Reach-1 40.000000 PF 1   1718.530029 1720.449951 1.280000 6196.009766 202.710007 6400.000000 604.590027 90560.617188 1.930000 10.590000 153.779999 0.000000 604.590027 1135.619995 1289.400024 1135.619995 1289.400024 491.420013 500.140015 491.570007 481.130005 -9999.000000 0.820000 0.990000 1.100000 1718.069946 1720.410034 2.690000 0.020000 2.710000 153.779999                               -9999.000000                               3.930000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1718.530029 1192.479980 2.710000       1478.130005 -9999.000000 0.000000 -0.270000 -2.270000     0.020000                       1709.459961 0.130000 1.080000 5.920000                 1718.260010 1716.260010 9.070000 10.580000 50.639999  
46 45 RIVER-1 Reach-1 30.000000 PF 1   1715.619995 1717.739990 27.389999 6372.609863 -9999.000000 6400.000000 555.729980 82515.617188 2.120000 11.520000 125.089996 0.010000 555.729980 1028.680054 1153.770020 1028.680054 1153.770020 498.019989 494.859985 498.029999 503.839996 -9999.000000 0.890000 0.980000 0.950000 1715.260010 1717.719971 2.840000 0.090000 2.930000 125.089996                               -9999.000000                               4.440000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1715.619995 1103.969971 2.930000       986.559998 -9999.000000 0.010000 -0.950000 0.250000     0.030000                       1708.109985 0.480000 -9999.000000 5.410000                 1714.670044 1715.869995 7.510000 24.549999 -9999.000000  
47 46 RIVER-1 Reach-1 20.000000 PF 1   1713.000000 1714.810059 -9999.000000 6400.000000 -9999.000000 6400.000000 591.530029 86970.679688 1.820000 10.820000 114.059998 0.010000 591.530029 1187.560059 1301.630005 1187.560059 1301.630005 488.529999 483.220001 488.529999 497.540009 -9999.000000 0.840000 0.840000 0.860000 -9999.000000 -9999.000000 2.260000 0.100000 2.360000 114.059998                               -9999.000000                               5.190000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1713.000000 1252.030029 2.360000       488.529999 -9999.000000 0.010000 1.230000 2.710000     0.030000                       1705.380005 -9999.000000 -9999.000000 5.190000                 1714.229980 1715.709961 7.620000 -9999.000000 -9999.000000  
48 47 RIVER-1 Reach-1 10.000000 PF 1   1710.969971 1712.449951 -9999.000000 6399.950195 0.050000 6400.000000 655.849976 101168.398438 1.480000 9.760000 119.620003 0.000000 655.849976 1009.080017 1128.699951 1009.080017 1128.699951 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 0.730000 0.730000 -9999.000000 1709.670044 1712.109985 -9999.000000 -9999.000000 -9999.000000 119.620003                               -9999.000000                               5.480000   -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 -9999.000000 1710.969971 1063.319946 -9999.000000     -9999.000000 -9999.000000 -9999.000000 1.290000 -0.110000     0.030000                       1702.589966 -9999.000000 0.060000 5.580000                 1712.260010 1710.859985 8.380000 -9999.000000 2.060000    

  A B C D E F G H I J K L M N O P Q
1 ID RIVER REACH RS STRUC IWDIST WD COEF SKEW MAXSUB MIN_EL IS_OGEE SPILLHT DESHD GATEINVERT GateQTotal QWEIR

  A B C D E F
1 RIVER REACH RS STRUC Station elevation

  A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF AG AH AI AJ AK AL AM AN AO AP AQ AR AS AT AU AV AW AX AY AZ BA BB BC BD BE
1 RIVER REACH RS GateName WD H INV GCOEF EXPT EXPO EXPH TYPE WCOEF ISOGEE SPILLHT DESHD OPENING gateStaL gateStaR centerStation LAbutStU RAbutStU LAbutStD RAbutStD LMnTpRdU RMnTpRdU LMnTpRdD RMnTpRdD MnTpRdU MnTpRdD mxLocdU mxLocdD DIST_UP_XS WIDTH_DECK_ROAD COEFF_WEIR SKEW numGate MAXSUBMERG_WEIR ELEV_WEIR SHAPE_WEIR_CREST DESC typeflow DistIwD LIfStaCompU RIfStaCompU LIfStaCompD RIfStaCompD seq minchlel_Up minchlel_Dn MnTpRd MxLoCd inEffStaL_Up inEffStaR_Up inEffStaL_Dn inEffStaR_Dn ID

  A B C D E F
1 ID JunctionName JunctionDesc junctionUp junctionDn junctionLength

  A B C D E F G H
1 ID river reach rs status type station elevation

  A B C D E F G H
1 ID RIVER REACH RS STRUC STATION MANNING Order
2 1 RIVER-1 Reach-1 390.000000 100.000000 0.025000 1
3 2 RIVER-1 Reach-1 390.000000 100.000000 0.015000 1
4 3 RIVER-1 Reach-1 390.000000 170.000000 0.025000 1
5 4 RIVER-1 Reach-1 380.000000 100.000000 0.025000 2
6 5 RIVER-1 Reach-1 380.000000 100.000000 0.015000 2
7 6 RIVER-1 Reach-1 380.000000 170.000000 0.025000 2
8 7 RIVER-1 Reach-1 370.000000 100.000000 0.025000 3
9 8 RIVER-1 Reach-1 370.000000 100.000000 0.015000 3
10 9 RIVER-1 Reach-1 370.000000 170.000000 0.025000 3
11 10 RIVER-1 Reach-1 360.000000 100.000000 0.025000 4
12 11 RIVER-1 Reach-1 360.000000 100.000000 0.015000 4
13 12 RIVER-1 Reach-1 360.000000 170.000000 0.025000 4
14 13 RIVER-1 Reach-1 350.000000 100.000000 0.025000 5
15 14 RIVER-1 Reach-1 350.000000 100.000000 0.015000 5
16 15 RIVER-1 Reach-1 350.000000 170.000000 0.025000 5
17 16 RIVER-1 Reach-1 340.000000 100.000000 0.025000 6
18 17 RIVER-1 Reach-1 340.000000 100.000000 0.015000 6
19 18 RIVER-1 Reach-1 340.000000 170.000000 0.025000 6
20 19 RIVER-1 Reach-1 338.000000 0.000000 0.025000 7
21 20 RIVER-1 Reach-1 338.000000 0.000000 0.015000 7
22 21 RIVER-1 Reach-1 338.000000 70.000000 0.025000 7
23 22 RIVER-1 Reach-1 337.000000 -45.000000 0.025000 8
24 23 RIVER-1 Reach-1 337.000000 0.000000 0.015000 8
25 24 RIVER-1 Reach-1 337.000000 102.000000 0.025000 8
26 25 RIVER-1 Reach-1 335.000000 100.000000 0.035000 9
27 26 RIVER-1 Reach-1 335.000000 100.000000 0.035000 9
28 27 RIVER-1 Reach-1 335.000000 180.000000 0.035000 9
29 28 RIVER-1 Reach-1 334.000000 0.000000 0.035000 10
30 29 RIVER-1 Reach-1 334.000000 0.000000 0.035000 10
31 30 RIVER-1 Reach-1 334.000000 125.000000 0.035000 10
32 31 RIVER-1 Reach-1 330.000000 100.000000 0.035000 11
33 32 RIVER-1 Reach-1 330.000000 100.000000 0.035000 11
34 33 RIVER-1 Reach-1 330.000000 180.000000 0.035000 11
35 34 RIVER-1 Reach-1 320.000000 1000.000000 0.020000 12
36 35 RIVER-1 Reach-1 320.000000 1022.109985 0.020000 12
37 36 RIVER-1 Reach-1 320.000000 1153.839966 0.020000 12
38 37 RIVER-1 Reach-1 310.000000 1000.000000 0.020000 13
39 38 RIVER-1 Reach-1 310.000000 1022.979980 0.015000 13
40 39 RIVER-1 Reach-1 310.000000 1171.530029 0.020000 13
41 40 RIVER-1 Reach-1 300.000000 1000.000000 0.020000 14
42 41 RIVER-1 Reach-1 300.000000 1025.540039 0.015000 14
43 42 RIVER-1 Reach-1 300.000000 1128.560059 0.020000 14
44 43 RIVER-1 Reach-1 295.000000 Bridge-UP 1000.000000 0.020000 15
45 44 RIVER-1 Reach-1 295.000000 Bridge-UP 1025.540039 0.015000 15
46 45 RIVER-1 Reach-1 295.000000 Bridge-UP 1128.560059 0.020000 15
47 46 RIVER-1 Reach-1 295.000000 Bridge-DN 1000.000000 0.020000 15
48 47 RIVER-1 Reach-1 295.000000 Bridge-DN 1025.540039 0.015000 15
49 48 RIVER-1 Reach-1 295.000000 Bridge-DN 1128.560059 0.020000 15
50 49 RIVER-1 Reach-1 290.000000 1000.000000 0.020000 16
51 50 RIVER-1 Reach-1 290.000000 1047.979980 0.015000 16
52 51 RIVER-1 Reach-1 290.000000 1151.000000 0.020000 16
53 52 RIVER-1 Reach-1 280.000000 1000.000000 0.020000 17
54 53 RIVER-1 Reach-1 280.000000 1044.869995 0.015000 17
55 54 RIVER-1 Reach-1 280.000000 1151.209961 0.020000 17
56 55 RIVER-1 Reach-1 270.000000 964.000000 0.020000 18
57 56 RIVER-1 Reach-1 270.000000 1008.919983 0.015000 18
58 57 RIVER-1 Reach-1 270.000000 1116.050049 0.020000 18
59 58 RIVER-1 Reach-1 260.000000 1000.000000 0.020000 19
60 59 RIVER-1 Reach-1 260.000000 1033.310059 0.015000 19
61 60 RIVER-1 Reach-1 260.000000 1171.520020 0.020000 19
62 61 RIVER-1 Reach-1 250.000000 1000.000000 0.020000 20
63 62 RIVER-1 Reach-1 250.000000 1036.040039 0.015000 20
64 63 RIVER-1 Reach-1 250.000000 1171.849976 0.020000 20
65 64 RIVER-1 Reach-1 240.000000 1000.000000 0.020000 21
66 65 RIVER-1 Reach-1 240.000000 1026.079956 0.020000 21
67 66 RIVER-1 Reach-1 240.000000 1194.469971 0.020000 21
68 67 RIVER-1 Reach-1 230.000000 1000.000000 0.020000 22
69 68 RIVER-1 Reach-1 230.000000 1034.849976 0.020000 22
70 69 RIVER-1 Reach-1 230.000000 1169.030029 0.020000 22
71 70 RIVER-1 Reach-1 220.000000 1000.000000 0.020000 23
72 71 RIVER-1 Reach-1 220.000000 1041.510010 0.020000 23
73 72 RIVER-1 Reach-1 220.000000 1160.790039 0.020000 23
74 73 RIVER-1 Reach-1 210.000000 951.700012 0.020000 24
75 74 RIVER-1 Reach-1 210.000000 1000.000000 0.020000 24
76 75 RIVER-1 Reach-1 210.000000 1113.219971 0.020000 24
77 76 RIVER-1 Reach-1 200.000000 956.380005 0.020000 25
78 77 RIVER-1 Reach-1 200.000000 1000.000000 0.020000 25
79 78 RIVER-1 Reach-1 200.000000 1122.869995 0.020000 25
80 79 RIVER-1 Reach-1 190.000000 950.330017 0.020000 26
81 80 RIVER-1 Reach-1 190.000000 1000.000000 0.020000 26
82 81 RIVER-1 Reach-1 190.000000 1121.489990 0.020000 26
83 82 RIVER-1 Reach-1 180.000000 1000.000000 0.020000 27
84 83 RIVER-1 Reach-1 180.000000 1037.900024 0.020000 27
85 84 RIVER-1 Reach-1 180.000000 1178.310059 0.020000 27
86 85 RIVER-1 Reach-1 170.000000 1000.000000 0.020000 28
87 86 RIVER-1 Reach-1 170.000000 1042.949951 0.020000 28
88 87 RIVER-1 Reach-1 170.000000 1183.420044 0.020000 28
89 88 RIVER-1 Reach-1 160.000000 1000.000000 0.020000 29
90 89 RIVER-1 Reach-1 160.000000 1042.380005 0.020000 29
91 90 RIVER-1 Reach-1 160.000000 1195.859985 0.020000 29
92 91 RIVER-1 Reach-1 150.000000 1000.000000 0.020000 30
93 92 RIVER-1 Reach-1 150.000000 1018.390015 0.020000 30
94 93 RIVER-1 Reach-1 150.000000 1152.459961 0.020000 30
95 94 RIVER-1 Reach-1 140.000000 1000.000000 0.020000 31
96 95 RIVER-1 Reach-1 140.000000 1149.719971 0.015000 31
97 96 RIVER-1 Reach-1 140.000000 1265.630005 0.020000 31
98 97 RIVER-1 Reach-1 130.000000 1000.000000 0.020000 32
99 98 RIVER-1 Reach-1 130.000000 1035.810059 0.015000 32
100 99 RIVER-1 Reach-1 130.000000 1142.810059 0.020000 32
101 100 RIVER-1 Reach-1 125.000000 Bridge-UP 1000.000000 0.020000 33
102 101 RIVER-1 Reach-1 125.000000 Bridge-UP 1035.810059 0.015000 33
103 102 RIVER-1 Reach-1 125.000000 Bridge-UP 1142.810059 0.020000 33
104 103 RIVER-1 Reach-1 125.000000 Bridge-DN 1000.000000 0.020000 33
105 104 RIVER-1 Reach-1 125.000000 Bridge-DN 1035.810059 0.015000 33
106 105 RIVER-1 Reach-1 125.000000 Bridge-DN 1142.810059 0.020000 33
107 106 RIVER-1 Reach-1 120.000000 1000.000000 0.030000 34
108 107 RIVER-1 Reach-1 120.000000 1029.489990 0.015000 34
109 108 RIVER-1 Reach-1 120.000000 1136.489990 0.030000 34
110 109 RIVER-1 Reach-1 110.000000 1000.000000 0.030000 35
111 110 RIVER-1 Reach-1 110.000000 1022.669983 0.015000 35
112 111 RIVER-1 Reach-1 110.000000 1137.410034 0.030000 35
113 112 RIVER-1 Reach-1 100.000000 1000.000000 0.030000 36
114 113 RIVER-1 Reach-1 100.000000 1022.270020 0.030000 36
115 114 RIVER-1 Reach-1 100.000000 1132.680054 0.030000 36
116 115 RIVER-1 Reach-1 90.000000 1000.000000 0.030000 37
117 116 RIVER-1 Reach-1 90.000000 1056.449951 0.030000 37
118 117 RIVER-1 Reach-1 90.000000 1168.180054 0.030000 37
119 118 RIVER-1 Reach-1 80.000000 1000.000000 0.030000 38
120 119 RIVER-1 Reach-1 80.000000 1147.290039 0.030000 38
121 120 RIVER-1 Reach-1 80.000000 1269.910034 0.030000 38
122 121 RIVER-1 Reach-1 70.000000 1000.000000 0.030000 39
123 122 RIVER-1 Reach-1 70.000000 1084.099976 0.030000 39
124 123 RIVER-1 Reach-1 70.000000 1197.560059 0.030000 39
125 124 RIVER-1 Reach-1 60.000000 1000.000000 0.030000 40
126 125 RIVER-1 Reach-1 60.000000 1120.140015 0.030000 40
127 126 RIVER-1 Reach-1 60.000000 1223.410034 0.030000 40
128 127 RIVER-1 Reach-1 50.000000 1000.000000 0.030000 41
129 128 RIVER-1 Reach-1 50.000000 1066.670044 0.030000 41
130 129 RIVER-1 Reach-1 50.000000 1235.550049 0.030000 41
131 130 RIVER-1 Reach-1 40.000000 1000.000000 0.030000 42
132 131 RIVER-1 Reach-1 40.000000 1146.199951 0.030000 42
133 132 RIVER-1 Reach-1 40.000000 1238.760010 0.030000 42
134 133 RIVER-1 Reach-1 30.000000 1000.000000 0.030000 43
135 134 RIVER-1 Reach-1 30.000000 1053.229980 0.030000 43
136 135 RIVER-1 Reach-1 30.000000 1154.719971 0.030000 43
137 136 RIVER-1 Reach-1 20.000000 1000.000000 0.030000 44
138 137 RIVER-1 Reach-1 20.000000 1182.020020 0.030000 44
139 138 RIVER-1 Reach-1 20.000000 1322.040039 0.030000 44
140 139 RIVER-1 Reach-1 10.000000 1000.000000 0.030000 45
141 140 RIVER-1 Reach-1 10.000000 1000.000000 0.030000 45
142 141 RIVER-1 Reach-1 10.000000 1126.640015 0.030000 45

  A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF AG AH AI AJ AK AL AM AN AO
1 ID RIVER REACH RS OPENTYPE group LEFTSTAGNUP RIGHTSTAGNUP LEFTSTAGNDN RIGHTSTAGNDN LAbutStU RAbutStU LMnTpRdU RMnTpRdU LAbutStD RAbutStD LMnTpRdD RMnTpRdD MxLoCdU MxLoCdD mntprdu mntprdd centerSta-up centerSta-dn LAbutElvU LAbutElvD RAbutElvU RAbutElvD minElv-Up minElv-Dn inEffStaL_Up inEffStaR_Up inEffStaL_Dn inEffStaR_Dn ELEV_WEIR QWEIR LIfStaCompU RIfStaCompU LIfStaCompD RIfStaCompD MinTopRd

  A B C D E F G H I J K L M N
1 ID RIVER REACH RS struc profile wsel qtotal velhead topwdthact secno_1 secno_2 frequency frequencyOrder

  A B C D E F G H I J K L M N O P Q R S T U V W X
1 ID RIVER REACH RS STRUC STRUCTYPE CENTERSTAUP CENTERSTADN inEffStaL_Up inEffStaL_Dn inEffStaR_Up inEffStaR_Dn StaLUp StaRUP StaLDn StaRDn mxLoCdU LmnTpRdU RmnTpRdU mnTpRdU mxLoCdD LmnTpRdD RmnTpRdD mnTpRdD

  A B C D E F G H I J K L M N
1 RIVER REACH RS STRUC mann station stalob starob exp cntr order seq dob_dc fc2_fc1
2 RIVER-1 Reach-1 390.000000 0.025000 100.000000 100.000000 170.000000 0.300000 0.100000 1   0.000000 0.000000
3 RIVER-1 Reach-1 390.000000 0.015000 100.000000 100.000000 170.000000 0.300000 0.100000 1   0.000000 0.000000
4 RIVER-1 Reach-1 390.000000 0.025000 170.000000 100.000000 170.000000 0.300000 0.100000 1   0.000000 0.000000
5 RIVER-1 Reach-1 380.000000 0.025000 100.000000 100.000000 170.000000 0.300000 0.100000 2   0.000000 0.000000
6 RIVER-1 Reach-1 380.000000 0.015000 100.000000 100.000000 170.000000 0.300000 0.100000 2   0.000000 0.000000
7 RIVER-1 Reach-1 380.000000 0.025000 170.000000 100.000000 170.000000 0.300000 0.100000 2   0.000000 0.000000
8 RIVER-1 Reach-1 370.000000 0.025000 100.000000 100.000000 170.000000 0.300000 0.100000 3   0.000000 0.000000
9 RIVER-1 Reach-1 370.000000 0.015000 100.000000 100.000000 170.000000 0.300000 0.100000 3   0.000000 0.000000
10 RIVER-1 Reach-1 370.000000 0.025000 170.000000 100.000000 170.000000 0.300000 0.100000 3   0.000000 0.000000
11 RIVER-1 Reach-1 360.000000 0.025000 100.000000 100.000000 170.000000 0.300000 0.100000 4   0.000000 0.000000
12 RIVER-1 Reach-1 360.000000 0.015000 100.000000 100.000000 170.000000 0.300000 0.100000 4   0.000000 0.000000
13 RIVER-1 Reach-1 360.000000 0.025000 170.000000 100.000000 170.000000 0.300000 0.100000 4   0.000000 0.000000
14 RIVER-1 Reach-1 350.000000 0.025000 100.000000 100.000000 170.000000 0.300000 0.100000 5   0.000000 0.000000
15 RIVER-1 Reach-1 350.000000 0.015000 100.000000 100.000000 170.000000 0.300000 0.100000 5   0.000000 0.000000
16 RIVER-1 Reach-1 350.000000 0.025000 170.000000 100.000000 170.000000 0.300000 0.100000 5   0.000000 0.000000
17 RIVER-1 Reach-1 340.000000 0.025000 100.000000 100.000000 170.000000 0.300000 0.100000 6   0.000000 0.000000
18 RIVER-1 Reach-1 340.000000 0.015000 100.000000 100.000000 170.000000 0.300000 0.100000 6   0.000000 0.000000
19 RIVER-1 Reach-1 340.000000 0.025000 170.000000 100.000000 170.000000 0.300000 0.100000 6   0.000000 0.000000
20 RIVER-1 Reach-1 338.000000 0.025000 0.000000 0.000000 70.000000 0.300000 0.100000 7   0.000000 0.000000
21 RIVER-1 Reach-1 338.000000 0.015000 0.000000 0.000000 70.000000 0.300000 0.100000 7   0.000000 0.000000
22 RIVER-1 Reach-1 338.000000 0.025000 70.000000 0.000000 70.000000 0.300000 0.100000 7   0.000000 0.000000
23 RIVER-1 Reach-1 337.000000 0.025000 -45.000000 0.000000 102.000000 0.300000 0.100000 8   0.000000 0.000000
24 RIVER-1 Reach-1 337.000000 0.015000 0.000000 0.000000 102.000000 0.300000 0.100000 8   0.000000 0.000000
25 RIVER-1 Reach-1 337.000000 0.025000 102.000000 0.000000 102.000000 0.300000 0.100000 8   0.000000 0.000000
26 RIVER-1 Reach-1 335.000000 0.035000 100.000000 100.000000 180.000000 0.300000 0.100000 9   0.000000 0.000000
27 RIVER-1 Reach-1 335.000000 0.035000 100.000000 100.000000 180.000000 0.300000 0.100000 9   0.000000 0.000000
28 RIVER-1 Reach-1 335.000000 0.035000 180.000000 100.000000 180.000000 0.300000 0.100000 9   0.000000 0.000000
29 RIVER-1 Reach-1 334.000000 0.035000 0.000000 0.000000 125.000000 0.300000 0.100000 10   0.000000 0.000000
30 RIVER-1 Reach-1 334.000000 0.035000 0.000000 0.000000 125.000000 0.300000 0.100000 10   0.000000 0.000000
31 RIVER-1 Reach-1 334.000000 0.035000 125.000000 0.000000 125.000000 0.300000 0.100000 10   0.000000 0.000000
32 RIVER-1 Reach-1 330.000000 0.035000 100.000000 100.000000 180.000000 0.300000 0.100000 11   0.000000 0.000000
33 RIVER-1 Reach-1 330.000000 0.035000 100.000000 100.000000 180.000000 0.300000 0.100000 11   0.000000 0.000000
34 RIVER-1 Reach-1 330.000000 0.035000 180.000000 100.000000 180.000000 0.300000 0.100000 11   0.000000 0.000000
35 RIVER-1 Reach-1 320.000000 0.020000 1000.000000 1022.109985 1153.839966 0.300000 0.100000 12   0.000000 0.000000
36 RIVER-1 Reach-1 320.000000 0.020000 1022.109985 1022.109985 1153.839966 0.300000 0.100000 12   0.000000 0.000000
37 RIVER-1 Reach-1 320.000000 0.020000 1153.839966 1022.109985 1153.839966 0.300000 0.100000 12   0.000000 0.000000
38 RIVER-1 Reach-1 310.000000 0.020000 1000.000000 1022.979980 1171.530029 0.300000 0.100000 13   0.000000 0.000000
39 RIVER-1 Reach-1 310.000000 0.015000 1022.979980 1022.979980 1171.530029 0.300000 0.100000 13   0.000000 0.000000
40 RIVER-1 Reach-1 310.000000 0.020000 1171.530029 1022.979980 1171.530029 0.300000 0.100000 13   0.000000 0.000000
41 RIVER-1 Reach-1 300.000000 0.020000 1000.000000 1025.540039 1128.560059 0.300000 0.100000 14   0.000000 0.000000
42 RIVER-1 Reach-1 300.000000 0.015000 1025.540039 1025.540039 1128.560059 0.300000 0.100000 14   0.000000 0.000000
43 RIVER-1 Reach-1 300.000000 0.020000 1128.560059 1025.540039 1128.560059 0.300000 0.100000 14   0.000000 0.000000
44 RIVER-1 Reach-1 295.000000 Bridge-UP 0.020000 1000.000000 1025.540039 1128.560059 0.300000 0.100000 15   0.000000 0.000000
45 RIVER-1 Reach-1 295.000000 Bridge-UP 0.015000 1025.540039 1025.540039 1128.560059 0.300000 0.100000 15   0.000000 0.000000
46 RIVER-1 Reach-1 295.000000 Bridge-UP 0.020000 1128.560059 1025.540039 1128.560059 0.300000 0.100000 15   0.000000 0.000000
47 RIVER-1 Reach-1 295.000000 Bridge-DN 0.020000 1000.000000 1047.979980 1151.000000 0.300000 0.100000 15   0.000000 0.000000
48 RIVER-1 Reach-1 295.000000 Bridge-DN 0.015000 1025.540039 1047.979980 1151.000000 0.300000 0.100000 15   0.000000 0.000000
49 RIVER-1 Reach-1 295.000000 Bridge-DN 0.020000 1128.560059 1047.979980 1151.000000 0.300000 0.100000 15   0.000000 0.000000
50 RIVER-1 Reach-1 290.000000 0.020000 1000.000000 1047.979980 1151.000000 0.300000 0.100000 16   0.000000 0.000000
51 RIVER-1 Reach-1 290.000000 0.015000 1047.979980 1047.979980 1151.000000 0.300000 0.100000 16   0.000000 0.000000
52 RIVER-1 Reach-1 290.000000 0.020000 1151.000000 1047.979980 1151.000000 0.300000 0.100000 16   0.000000 0.000000
53 RIVER-1 Reach-1 280.000000 0.020000 1000.000000 1044.869995 1151.209961 0.300000 0.100000 17   0.000000 0.000000
54 RIVER-1 Reach-1 280.000000 0.015000 1044.869995 1044.869995 1151.209961 0.300000 0.100000 17   0.000000 0.000000
55 RIVER-1 Reach-1 280.000000 0.020000 1151.209961 1044.869995 1151.209961 0.300000 0.100000 17   0.000000 0.000000
56 RIVER-1 Reach-1 270.000000 0.020000 964.000000 1008.919983 1116.050049 0.300000 0.100000 18   0.000000 0.000000
57 RIVER-1 Reach-1 270.000000 0.015000 1008.919983 1008.919983 1116.050049 0.300000 0.100000 18   0.000000 0.000000
58 RIVER-1 Reach-1 270.000000 0.020000 1116.050049 1008.919983 1116.050049 0.300000 0.100000 18   0.000000 0.000000
59 RIVER-1 Reach-1 260.000000 0.020000 1000.000000 1033.310059 1171.520020 0.300000 0.100000 19   0.000000 0.000000
60 RIVER-1 Reach-1 260.000000 0.015000 1033.310059 1033.310059 1171.520020 0.300000 0.100000 19   0.000000 0.000000
61 RIVER-1 Reach-1 260.000000 0.020000 1171.520020 1033.310059 1171.520020 0.300000 0.100000 19   0.000000 0.000000
62 RIVER-1 Reach-1 250.000000 0.020000 1000.000000 1036.040039 1171.849976 0.300000 0.100000 20   0.000000 0.000000
63 RIVER-1 Reach-1 250.000000 0.015000 1036.040039 1036.040039 1171.849976 0.300000 0.100000 20   0.000000 0.000000
64 RIVER-1 Reach-1 250.000000 0.020000 1171.849976 1036.040039 1171.849976 0.300000 0.100000 20   0.000000 0.000000
65 RIVER-1 Reach-1 240.000000 0.020000 1000.000000 1026.079956 1194.469971 0.300000 0.100000 21   0.000000 0.000000
66 RIVER-1 Reach-1 240.000000 0.020000 1026.079956 1026.079956 1194.469971 0.300000 0.100000 21   0.000000 0.000000
67 RIVER-1 Reach-1 240.000000 0.020000 1194.469971 1026.079956 1194.469971 0.300000 0.100000 21   0.000000 0.000000
68 RIVER-1 Reach-1 230.000000 0.020000 1000.000000 1034.849976 1169.030029 0.300000 0.100000 22   0.000000 0.000000
69 RIVER-1 Reach-1 230.000000 0.020000 1034.849976 1034.849976 1169.030029 0.300000 0.100000 22   0.000000 0.000000
70 RIVER-1 Reach-1 230.000000 0.020000 1169.030029 1034.849976 1169.030029 0.300000 0.100000 22   0.000000 0.000000
71 RIVER-1 Reach-1 220.000000 0.020000 1000.000000 1041.510010 1160.790039 0.300000 0.100000 23   0.000000 0.000000
72 RIVER-1 Reach-1 220.000000 0.020000 1041.510010 1041.510010 1160.790039 0.300000 0.100000 23   0.000000 0.000000
73 RIVER-1 Reach-1 220.000000 0.020000 1160.790039 1041.510010 1160.790039 0.300000 0.100000 23   0.000000 0.000000
74 RIVER-1 Reach-1 210.000000 0.020000 951.700012 1000.000000 1113.219971 0.300000 0.100000 24   0.000000 0.000000
75 RIVER-1 Reach-1 210.000000 0.020000 1000.000000 1000.000000 1113.219971 0.300000 0.100000 24   0.000000 0.000000
76 RIVER-1 Reach-1 210.000000 0.020000 1113.219971 1000.000000 1113.219971 0.300000 0.100000 24   0.000000 0.000000
77 RIVER-1 Reach-1 200.000000 0.020000 956.380005 1000.000000 1122.869995 0.300000 0.100000 25   0.000000 0.000000
78 RIVER-1 Reach-1 200.000000 0.020000 1000.000000 1000.000000 1122.869995 0.300000 0.100000 25   0.000000 0.000000
79 RIVER-1 Reach-1 200.000000 0.020000 1122.869995 1000.000000 1122.869995 0.300000 0.100000 25   0.000000 0.000000
80 RIVER-1 Reach-1 190.000000 0.020000 950.330017 1000.000000 1121.489990 0.300000 0.100000 26   0.000000 0.000000
81 RIVER-1 Reach-1 190.000000 0.020000 1000.000000 1000.000000 1121.489990 0.300000 0.100000 26   0.000000 0.000000
82 RIVER-1 Reach-1 190.000000 0.020000 1121.489990 1000.000000 1121.489990 0.300000 0.100000 26   0.000000 0.000000
83 RIVER-1 Reach-1 180.000000 0.020000 1000.000000 1037.900024 1178.310059 0.300000 0.100000 27   0.000000 0.000000
84 RIVER-1 Reach-1 180.000000 0.020000 1037.900024 1037.900024 1178.310059 0.300000 0.100000 27   0.000000 0.000000
85 RIVER-1 Reach-1 180.000000 0.020000 1178.310059 1037.900024 1178.310059 0.300000 0.100000 27   0.000000 0.000000
86 RIVER-1 Reach-1 170.000000 0.020000 1000.000000 1042.949951 1183.420044 0.300000 0.100000 28   0.000000 0.000000
87 RIVER-1 Reach-1 170.000000 0.020000 1042.949951 1042.949951 1183.420044 0.300000 0.100000 28   0.000000 0.000000
88 RIVER-1 Reach-1 170.000000 0.020000 1183.420044 1042.949951 1183.420044 0.300000 0.100000 28   0.000000 0.000000
89 RIVER-1 Reach-1 160.000000 0.020000 1000.000000 1042.380005 1195.859985 0.300000 0.100000 29   0.000000 0.000000
90 RIVER-1 Reach-1 160.000000 0.020000 1042.380005 1042.380005 1195.859985 0.300000 0.100000 29   0.000000 0.000000
91 RIVER-1 Reach-1 160.000000 0.020000 1195.859985 1042.380005 1195.859985 0.300000 0.100000 29   0.000000 0.000000
92 RIVER-1 Reach-1 150.000000 0.020000 1000.000000 1018.390015 1152.459961 0.300000 0.100000 30   0.000000 0.000000
93 RIVER-1 Reach-1 150.000000 0.020000 1018.390015 1018.390015 1152.459961 0.300000 0.100000 30   0.000000 0.000000
94 RIVER-1 Reach-1 150.000000 0.020000 1152.459961 1018.390015 1152.459961 0.300000 0.100000 30   0.000000 0.000000
95 RIVER-1 Reach-1 140.000000 0.020000 1000.000000 1149.719971 1265.630005 0.300000 0.100000 31   0.000000 0.000000
96 RIVER-1 Reach-1 140.000000 0.015000 1149.719971 1149.719971 1265.630005 0.300000 0.100000 31   0.000000 0.000000
97 RIVER-1 Reach-1 140.000000 0.020000 1265.630005 1149.719971 1265.630005 0.300000 0.100000 31   0.000000 0.000000
98 RIVER-1 Reach-1 130.000000 0.020000 1000.000000 1035.810059 1142.810059 0.300000 0.100000 32   0.000000 0.000000
99 RIVER-1 Reach-1 130.000000 0.015000 1035.810059 1035.810059 1142.810059 0.300000 0.100000 32   0.000000 0.000000
100 RIVER-1 Reach-1 130.000000 0.020000 1142.810059 1035.810059 1142.810059 0.300000 0.100000 32   0.000000 0.000000
101 RIVER-1 Reach-1 125.000000 Bridge-UP 0.020000 1000.000000 1035.810059 1142.810059 0.300000 0.100000 33   0.000000 0.000000
102 RIVER-1 Reach-1 125.000000 Bridge-UP 0.015000 1035.810059 1035.810059 1142.810059 0.300000 0.100000 33   0.000000 0.000000
103 RIVER-1 Reach-1 125.000000 Bridge-UP 0.020000 1142.810059 1035.810059 1142.810059 0.300000 0.100000 33   0.000000 0.000000
104 RIVER-1 Reach-1 125.000000 Bridge-DN 0.020000 1000.000000 1029.489990 1136.489990 0.300000 0.100000 33   0.000000 0.000000
105 RIVER-1 Reach-1 125.000000 Bridge-DN 0.015000 1035.810059 1029.489990 1136.489990 0.300000 0.100000 33   0.000000 0.000000
106 RIVER-1 Reach-1 125.000000 Bridge-DN 0.020000 1142.810059 1029.489990 1136.489990 0.300000 0.100000 33   0.000000 0.000000
107 RIVER-1 Reach-1 120.000000 0.030000 1000.000000 1029.489990 1136.489990 0.300000 0.100000 34   0.000000 0.000000
108 RIVER-1 Reach-1 120.000000 0.015000 1029.489990 1029.489990 1136.489990 0.300000 0.100000 34   0.000000 0.000000
109 RIVER-1 Reach-1 120.000000 0.030000 1136.489990 1029.489990 1136.489990 0.300000 0.100000 34   0.000000 0.000000
110 RIVER-1 Reach-1 110.000000 0.030000 1000.000000 1022.669983 1137.410034 0.300000 0.100000 35   0.000000 0.000000
111 RIVER-1 Reach-1 110.000000 0.015000 1022.669983 1022.669983 1137.410034 0.300000 0.100000 35   0.000000 0.000000
112 RIVER-1 Reach-1 110.000000 0.030000 1137.410034 1022.669983 1137.410034 0.300000 0.100000 35   0.000000 0.000000
113 RIVER-1 Reach-1 100.000000 0.030000 1000.000000 1022.270020 1132.680054 0.300000 0.100000 36   0.000000 0.000000
114 RIVER-1 Reach-1 100.000000 0.030000 1022.270020 1022.270020 1132.680054 0.300000 0.100000 36   0.000000 0.000000
115 RIVER-1 Reach-1 100.000000 0.030000 1132.680054 1022.270020 1132.680054 0.300000 0.100000 36   0.000000 0.000000
116 RIVER-1 Reach-1 90.000000 0.030000 1000.000000 1056.449951 1168.180054 0.300000 0.100000 37   0.000000 0.000000
117 RIVER-1 Reach-1 90.000000 0.030000 1056.449951 1056.449951 1168.180054 0.300000 0.100000 37   0.000000 0.000000
118 RIVER-1 Reach-1 90.000000 0.030000 1168.180054 1056.449951 1168.180054 0.300000 0.100000 37   0.000000 0.000000
119 RIVER-1 Reach-1 80.000000 0.030000 1000.000000 1147.290039 1269.910034 0.300000 0.100000 38   0.000000 0.000000
120 RIVER-1 Reach-1 80.000000 0.030000 1147.290039 1147.290039 1269.910034 0.300000 0.100000 38   0.000000 0.000000
121 RIVER-1 Reach-1 80.000000 0.030000 1269.910034 1147.290039 1269.910034 0.300000 0.100000 38   0.000000 0.000000
122 RIVER-1 Reach-1 70.000000 0.030000 1000.000000 1084.099976 1197.560059 0.300000 0.100000 39   0.000000 0.000000
123 RIVER-1 Reach-1 70.000000 0.030000 1084.099976 1084.099976 1197.560059 0.300000 0.100000 39   0.000000 0.000000
124 RIVER-1 Reach-1 70.000000 0.030000 1197.560059 1084.099976 1197.560059 0.300000 0.100000 39   0.000000 0.000000
125 RIVER-1 Reach-1 60.000000 0.030000 1000.000000 1120.140015 1223.410034 0.300000 0.100000 40   0.000000 0.000000
126 RIVER-1 Reach-1 60.000000 0.030000 1120.140015 1120.140015 1223.410034 0.300000 0.100000 40   0.000000 0.000000
127 RIVER-1 Reach-1 60.000000 0.030000 1223.410034 1120.140015 1223.410034 0.300000 0.100000 40   0.000000 0.000000
128 RIVER-1 Reach-1 50.000000 0.030000 1000.000000 1066.670044 1235.550049 0.300000 0.100000 41   0.000000 0.000000
129 RIVER-1 Reach-1 50.000000 0.030000 1066.670044 1066.670044 1235.550049 0.300000 0.100000 41   0.000000 0.000000
130 RIVER-1 Reach-1 50.000000 0.030000 1235.550049 1066.670044 1235.550049 0.300000 0.100000 41   0.000000 0.000000
131 RIVER-1 Reach-1 40.000000 0.030000 1000.000000 1146.199951 1238.760010 0.300000 0.100000 42   0.000000 0.000000
132 RIVER-1 Reach-1 40.000000 0.030000 1146.199951 1146.199951 1238.760010 0.300000 0.100000 42   0.000000 0.000000
133 RIVER-1 Reach-1 40.000000 0.030000 1238.760010 1146.199951 1238.760010 0.300000 0.100000 42   0.000000 0.000000
134 RIVER-1 Reach-1 30.000000 0.030000 1000.000000 1053.229980 1154.719971 0.300000 0.100000 43   0.000000 0.000000
135 RIVER-1 Reach-1 30.000000 0.030000 1053.229980 1053.229980 1154.719971 0.300000 0.100000 43   0.000000 0.000000
136 RIVER-1 Reach-1 30.000000 0.030000 1154.719971 1053.229980 1154.719971 0.300000 0.100000 43   0.000000 0.000000
137 RIVER-1 Reach-1 20.000000 0.030000 1000.000000 1182.020020 1322.040039 0.300000 0.100000 44   0.000000 0.000000
138 RIVER-1 Reach-1 20.000000 0.030000 1182.020020 1182.020020 1322.040039 0.300000 0.100000 44   0.000000 0.000000
139 RIVER-1 Reach-1 20.000000 0.030000 1322.040039 1182.020020 1322.040039 0.300000 0.100000 44   0.000000 0.000000
140 RIVER-1 Reach-1 10.000000 0.030000 1000.000000 1000.000000 1126.640015 0.300000 0.100000 45   0.000000 0.000000
141 RIVER-1 Reach-1 10.000000 0.030000 1000.000000 1000.000000 1126.640015 0.300000 0.100000 45   0.000000 0.000000
142 RIVER-1 Reach-1 10.000000 0.030000 1126.640015 1000.000000 1126.640015 0.300000 0.100000 45   0.000000 0.000000

  A B C D
1 RIVER REACH RS ID

  A B C D E F G H I J K L M N
1 ID stdStepTol criticalTol flowTolRatio splitFlowTol splitFlowTolRatio frictionSlopeMethod NumStdStepTrials flowType equalConvReduction aSurcharge profileNA profileFW profileMultiple
2 1 0.010000 0.010000 0.001000 0.020000 0.020000 1 20 Subcritical Flow 65535 1.000000     PF 1;1%-annual-chance

  A B C D E F
1 ID RIVER REACH RS STRUC value

  A B C D E F G H I J K L
1 ID river reach rs struc checkType messageID message comments timestamp flag rsStruc
2 1         NT CHECK <table class='sum'><tr><th class='sum'>River</th><th class='sum'>Reach</th><th class='sum'>RS</th><th class='sum'>Structure</th><th class='sum'>NLOB</th><th class='sum'>NCHL</th><th class='sum'>NROB</th><th class='sum'>CNTR</th><th class='sum'>EXP</th></tr><tr><td class='sum'>RIVER-1</td><td class='sum'>Reach-1</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>390</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.015</td><td class='sum'>0.025</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.025</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>380</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.025</td><td class='sum'>0.025</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.015</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>370</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.015</td><td class='sum'>0.025</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.025</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>360</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.015</td><td class='sum'>0.025</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.025</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>350</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.025</td><td class='sum'>0.025</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.015</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>340</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.015</td><td class='sum'>0.025</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.025</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>338</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.025</td><td class='sum'>0.025</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.015</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>337</td><td class='sum'>&nbsp</td><td class='sum'>0.025</td><td class='sum'>0.015</td><td class='sum'>0.025</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>335</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.035</td><td class='sum'>0.035</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.035</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>334</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.035</td><td class='sum'>0.035</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.035</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>330</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.035</td><td class='sum'>0.035</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.035</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>320</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>310</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>300</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>295</td><td class='sum'>Bridge-UP</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>295</td><td class='sum'>Bridge-DN</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>290</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>280</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>270</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>260</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>250</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>240</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>230</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>220</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>210</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>200</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>190</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>180</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>170</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>160</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>150</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>140</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>130</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>125</td><td class='sum'>Bridge-UP</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>125</td><td class='sum'>Bridge-DN</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>120</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.015</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>110</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.015</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>100</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>90</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>80</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>70</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>60</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>50</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>40</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>30</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>20</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>10</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr></table> 08/09/2013 03:58:40 AM FALSE  
3 2         NT CHECK <table class='sum'><tr><th class='sum'>&nbsp</th><th class='sum'>Minimum</th><th class='sum'>Maximum</th></tr><tr><td class='sum'>Left Overbank "n" Value</td><td class='sum'>0.015</td><td class='sum'>0.03</td></tr><tr><td class='sum'>Right Overbank "n" Value</td><td class='sum'>0.02</td><td class='sum'>0.035</td></tr><tr><td class='sum'>Channel "n" Value</td><td class='sum'>0.015</td><td class='sum'>0.035</td></tr><tr><td class='sum'>Contraction Coefficient</td><td class='sum'>0.1</td><td class='sum'>0.1</td></tr><tr><td class='sum'>Expansion Coefficient</td><td class='sum'>0.3</td><td class='sum'>0.3</td></tr></table 08/09/2013 03:58:40 AM FALSE  
4 3 RIVER-1 Reach-1 320.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE 320.000000
5 4 RIVER-1 Reach-1 320.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE 320.000000
6 5 RIVER-1 Reach-1 320.000000 NT CHECK NT RC 05 The left overbank n-value of 0.02 and the right overbank
n-value of 0.02 are less than or equal to the channel n-value of 0.02.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE 320.000000
7 6 RIVER-1 Reach-1 310.000000 NT CHECK NT TL 01S4 This is Section 4 of a hydraulic structure. The contraction and expansion loss coefficients are 0.1 and 0.3. They should be equal to 0.3 and 0.5, respectively according to page 5-8 of the HEC-RAS Hydraulic Reference Manual (HEC, 2010). 08/09/2013 03:58:40 AM FALSE 310.000000
8 7 RIVER-1 Reach-1 310.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE 310.000000
9 8 RIVER-1 Reach-1 310.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE 310.000000
10 9 RIVER-1 Reach-1 300.000000 NT CHECK NT TL 01S3 This is Section3 of a hydraulic structure. The contraction and expansion loss coefficients are 0.1 and 0.3. They should be equal to 0.3 and 0.5, respectively, for typical structure sections according to page 5-8 of the HEC-RAS Hydraulic Reference Manual (HEC, 2010). 08/09/2013 03:58:40 AM FALSE 300.000000
11 10 RIVER-1 Reach-1 300.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE 300.000000
12 11 RIVER-1 Reach-1 300.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value
08/09/2013 03:58:40 AM FALSE 300.000000
13 12 RIVER-1 Reach-1 295.000000 Bridge-UP NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE 295.000000
14 13 RIVER-1 Reach-1 295.000000 Bridge-UP NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE 295.000000
15 14 RIVER-1 Reach-1 295.000000 Bridge-DN NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE 295.000000
16 15 RIVER-1 Reach-1 290.000000 NT CHECK NT TL 01S2 This is Section2 of a hydraulic structure. The contraction and expansion loss coefficients are 0.1 and 0.3. They should be equal to 0.3 and 0.5, respectively, for typical structure sections according to page 5-8 of the HEC-RAS Hydraulic Reference Manual (HEC, 2010) 08/09/2013 03:58:40 AM FALSE 290.000000
17 16 RIVER-1 Reach-1 290.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE 290.000000
18 17 RIVER-1 Reach-1 290.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE 290.000000
19 18 RIVER-1 Reach-1 280.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE 280.000000
20 19 RIVER-1 Reach-1 280.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value
08/09/2013 03:58:40 AM FALSE 280.000000
21 20 RIVER-1 Reach-1 270.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE 270.000000
22 21 RIVER-1 Reach-1 270.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE 270.000000
23 22 RIVER-1 Reach-1 260.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE 260.000000
24 23 RIVER-1 Reach-1 260.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value
08/09/2013 03:58:40 AM FALSE 260.000000
25 24 RIVER-1 Reach-1 250.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE 250.000000
26 25 RIVER-1 Reach-1 250.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE 250.000000
27 26 RIVER-1 Reach-1 240.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE 240.000000
28 27 RIVER-1 Reach-1 240.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value
08/09/2013 03:58:40 AM FALSE 240.000000
29 28 RIVER-1 Reach-1 240.000000 NT CHECK NT RC 05 The left overbank n-value of 0.02 and the right overbank
n-value of 0.02 are less than or equal to the channel n-value of 0.02.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE 240.000000
30 29 RIVER-1 Reach-1 230.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE 230.000000
31 30 RIVER-1 Reach-1 230.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE 230.000000
32 31 RIVER-1 Reach-1 230.000000 NT CHECK NT RC 05 The left overbank n-value of 0.02 and the right overbank
n-value of 0.02 are less than or equal to the channel n-value of 0.02.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values
08/09/2013 03:58:40 AM FALSE 230.000000
33 32 RIVER-1 Reach-1 220.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE 220.000000
34 33 RIVER-1 Reach-1 220.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE 220.000000
35 34 RIVER-1 Reach-1 220.000000 NT CHECK NT RC 05 The left overbank n-value of 0.02 and the right overbank
n-value of 0.02 are less than or equal to the channel n-value of 0.02.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE 220.000000
36 35 RIVER-1 Reach-1 210.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values
08/09/2013 03:58:40 AM FALSE 210.000000
37 36 RIVER-1 Reach-1 210.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE 210.000000
38 37 RIVER-1 Reach-1 210.000000 NT CHECK NT RC 05 The left overbank n-value of 0.02 and the right overbank
n-value of 0.02 are less than or equal to the channel n-value of 0.02.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE 210.000000
39 38 RIVER-1 Reach-1 200.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE 200.000000
40 39 RIVER-1 Reach-1 200.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value
08/09/2013 03:58:40 AM FALSE 200.000000
41 40 RIVER-1 Reach-1 200.000000 NT CHECK NT RC 05 The left overbank n-value of 0.02 and the right overbank
n-value of 0.02 are less than or equal to the channel n-value of 0.02.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE 200.000000
42 41 RIVER-1 Reach-1 190.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE 190.000000
43 42 RIVER-1 Reach-1 190.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE 190.000000
44 43 RIVER-1 Reach-1 190.000000 NT CHECK NT RC 05 The left overbank n-value of 0.02 and the right overbank
n-value of 0.02 are less than or equal to the channel n-value of 0.02.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values
08/09/2013 03:58:40 AM FALSE 190.000000
45 44 RIVER-1 Reach-1 180.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE 180.000000
46 45 RIVER-1 Reach-1 180.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE 180.000000
47 46 RIVER-1 Reach-1 180.000000 NT CHECK NT RC 05 The left overbank n-value of 0.02 and the right overbank
n-value of 0.02 are less than or equal to the channel n-value of 0.02.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE 180.000000
48 47 RIVER-1 Reach-1 170.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values
08/09/2013 03:58:40 AM FALSE 170.000000
49 48 RIVER-1 Reach-1 170.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE 170.000000
50 49 RIVER-1 Reach-1 170.000000 NT CHECK NT RC 05 The left overbank n-value of 0.02 and the right overbank
n-value of 0.02 are less than or equal to the channel n-value of 0.02.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE 170.000000
51 50 RIVER-1 Reach-1 160.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE 160.000000
52 51 RIVER-1 Reach-1 160.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value
08/09/2013 03:58:40 AM FALSE 160.000000
53 52 RIVER-1 Reach-1 160.000000 NT CHECK NT RC 05 The left overbank n-value of 0.02 and the right overbank
n-value of 0.02 are less than or equal to the channel n-value of 0.02.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE 160.000000
54 53 RIVER-1 Reach-1 150.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE 150.000000
55 54 RIVER-1 Reach-1 150.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE 150.000000
56 55 RIVER-1 Reach-1 150.000000 NT CHECK NT RC 05 The left overbank n-value of 0.02 and the right overbank
n-value of 0.02 are less than or equal to the channel n-value of 0.02.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values
08/09/2013 03:58:40 AM FALSE 150.000000
57 56 RIVER-1 Reach-1 140.000000 NT CHECK NT TL 01S4 This is Section 4 of a hydraulic structure. The contraction and expansion loss coefficients are 0.1 and 0.3. They should be equal to 0.3 and 0.5, respectively according to page 5-8 of the HEC-RAS Hydraulic Reference Manual (HEC, 2010).. 08/09/2013 03:58:40 AM FALSE 140.000000
58 57 RIVER-1 Reach-1 140.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE 140.000000
59 58 RIVER-1 Reach-1 140.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE 140.000000
60 59 RIVER-1 Reach-1 130.000000 NT CHECK NT TL 01S3 This is Section3 of a hydraulic structure. The contraction and expansion loss coefficients are 0.1 and 0.3. They should be equal to 0.3 and 0.5, respectively, for typical structure sections according to page 5-8 of the HEC-RAS Hydraulic Reference Manual (HEC, 2010). 08/09/2013 03:58:40 AM FALSE 130.000000
61 60 RIVER-1 Reach-1 130.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values
08/09/2013 03:58:40 AM FALSE 130.000000
62 61 RIVER-1 Reach-1 130.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE 130.000000
63 62 RIVER-1 Reach-1 125.000000 Bridge-UP NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE 125.000000
64 63 RIVER-1 Reach-1 125.000000 Bridge-UP NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE 125.000000
65 64 RIVER-1 Reach-1 125.000000 Bridge-DN NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values
08/09/2013 03:58:40 AM FALSE 125.000000
66 65 RIVER-1 Reach-1 125.000000 Bridge-DN NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE 125.000000
67 66 RIVER-1 Reach-1 120.000000 NT CHECK NT TL 01S2 This is Section2 of a hydraulic structure. The contraction and expansion loss coefficients are 0.1 and 0.3. They should be equal to 0.3 and 0.5, respectively, for typical structure sections according to page 5-8 of the HEC-RAS Hydraulic Reference Manual (HEC, 2010). 08/09/2013 03:58:40 AM FALSE 120.000000
68 67 RIVER-1 Reach-1 100.000000 NT CHECK NT RC 05 The left overbank n-value of 0.03 and the right overbank
n-value of 0.03 are less than or equal to the channel n-value of 0.03.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE 100.000000
69 68 RIVER-1 Reach-1 90.000000 NT CHECK NT RC 05 The left overbank n-value of 0.03 and the right overbank
n-value of 0.03 are less than or equal to the channel n-value of 0.03.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE 90.000000
70 69 RIVER-1 Reach-1 80.000000 NT CHECK NT RC 05 The left overbank n-value of 0.03 and the right overbank
n-value of 0.03 are less than or equal to the channel n-value of 0.03.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values
08/09/2013 03:58:40 AM FALSE 80.000000
71 70 RIVER-1 Reach-1 70.000000 NT CHECK NT RC 05 The left overbank n-value of 0.03 and the right overbank
n-value of 0.03 are less than or equal to the channel n-value of 0.03.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE 70.000000
72 71 RIVER-1 Reach-1 60.000000 NT CHECK NT RC 05 The left overbank n-value of 0.03 and the right overbank
n-value of 0.03 are less than or equal to the channel n-value of 0.03.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE 60.000000
73 72 RIVER-1 Reach-1 50.000000 NT CHECK NT RC 05 The left overbank n-value of 0.03 and the right overbank
n-value of 0.03 are less than or equal to the channel n-value of 0.03.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE 50.000000
74 73 RIVER-1 Reach-1 40.000000 NT CHECK NT RC 05 The left overbank n-value of 0.03 and the right overbank
n-value of 0.03 are less than or equal to the channel n-value of 0.03.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE 40.000000
75 74 RIVER-1 Reach-1 30.000000 NT CHECK NT RC 05 The left overbank n-value of 0.03 and the right overbank
n-value of 0.03 are less than or equal to the channel n-value of 0.03.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values
08/09/2013 03:58:40 AM FALSE 30.000000
76 75 RIVER-1 Reach-1 20.000000 NT CHECK NT RC 05 The left overbank n-value of 0.03 and the right overbank
n-value of 0.03 are less than or equal to the channel n-value of 0.03.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE 20.000000
77 76 RIVER-1 Reach-1 295.000000 Bridge-UP NT CHECK NT RS 02BUC This is the Upstream Bridge Section (BRU). The channel n value of 0.015 for the upstream internal bridge opening section is equal to or larger than the channel n value of 0.015 at Section 3. Usually, the channel "n" value of the bridge opening section represents the area below the bridge deck and is less than the channel "n" value of Section 3.
The "n" value for Section 3 represents the natural valley channel section roughness for the reach between Section 3 and Section 4. Please change the "n" value of the internal bridge opening section or provide supporting information for the use of a higher "n" value.
08/09/2013 03:58:40 AM FALSE 295.000000
78 77 RIVER-1 Reach-1 295.000000 Bridge-DN NT CHECK NT RS 02BDC This is the Downstream Bridge Section (BRD). The channel n value of 0.015 for the downstream internal bridge opening section is equal to or larger than the channel n value of 0.015 at Section 2. Usually, the channel "n" value of the bridge opening section represents the area below the bridge deck and is less than the channel "n" value of Section 2. The "n" value for Section 2 represents the natural valley channel section roughness for the reach between Section 3 and Section 4. Please change the "n" value of the internal bridge opening section or provide supporting information for the use of the higher "n" value. 08/09/2013 03:58:40 AM FALSE 295.000000
79 78 RIVER-1 Reach-1 125.000000 Bridge-UP NT CHECK NT RS 02BUC This is the Upstream Bridge Section (BRU). The channel n value of 0.015 for the upstream internal bridge opening section is equal to or larger than the channel n value of 0.015 at Section 3. Usually, the channel "n" value of the bridge opening section represents the area below the bridge deck and is less than the channel "n" value of Section 3.
The "n" value for Section 3 represents the natural valley channel section roughness for the reach between Section 3 and Section 4. Please change the "n" value of the internal bridge opening section or provide supporting information for the use of a higher "n" value
08/09/2013 03:58:40 AM FALSE 125.000000
80 79 RIVER-1 Reach-1 125.000000 Bridge-DN NT CHECK NT RS 02BDC This is the Downstream Bridge Section (BRD). The channel n value of 0.015 for the downstream internal bridge opening section is equal to or larger than the channel n value of 0.015 at Section 2. Usually, the channel "n" value of the bridge opening section represents the area below the bridge deck and is less than the channel "n" value of Section 2. The "n" value for Section 2 represents the natural valley channel section roughness for the reach between Section 3 and Section 4. Please change the "n" value of the internal bridge opening section or provide supporting information for the use of the higher "n" value. 08/09/2013 03:58:40 AM FALSE 125.000000
81 80 RIVER-1 Reach-1 360.000000 XS CHECK XS EC 01L Cross section extended vertically. Flow Code will be EL.
The 1%-annual-chance WSEL of 1786.07 is higher than the starting GR station elevation of 1779.74.
The Left_Sta_Eff is equal to the starting GR station.
If there is divided flow then cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain.The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE 360.000000
82 81 RIVER-1 Reach-1 360.000000 XS CHECK XS EC 01R Cross section extended vertically. Flow Code will be ER.
The 1%-annual-chance WSEL of 1786.07 is higher than the ending GR station elevation of 1779.74.
The Rght_Sta_Eff is equal to the ending GR station.
If there is divided flow then the cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain. The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded
08/09/2013 03:58:41 AM FALSE 360.000000
83 82 RIVER-1 Reach-1 338.000000 XS CHECK XS EC 01L Cross section extended vertically. Flow Code will be EL.
The 1%-annual-chance WSEL of 1784.21 is higher than the starting GR station elevation of 1775.17.
The Left_Sta_Eff is equal to the starting GR station.
If there is divided flow then cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain.The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE 338.000000
84 83 RIVER-1 Reach-1 338.000000 XS CHECK XS EC 01R Cross section extended vertically. Flow Code will be ER.
The 1%-annual-chance WSEL of 1784.21 is higher than the ending GR station elevation of 1775.17.
The Rght_Sta_Eff is equal to the ending GR station.
If there is divided flow then the cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain. The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE 338.000000
85 84 RIVER-1 Reach-1 310.000000 XS CHECK XS EC 01L Cross section extended vertically. Flow Code will be EL.
The 1%-annual-chance WSEL of 1779.56 is higher than the starting GR station elevation of 1779.06.
The Left_Sta_Eff is equal to the starting GR station.
If there is divided flow then cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain.The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded
08/09/2013 03:58:41 AM FALSE 310.000000
86 85 RIVER-1 Reach-1 310.000000 XS CHECK XS EC 01R Cross section extended vertically. Flow Code will be ER.
The 1%-annual-chance WSEL of 1779.56 is higher than the ending GR station elevation of 1779.06.
The Rght_Sta_Eff is equal to the ending GR station.
If there is divided flow then the cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain. The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE 310.000000
87 86 RIVER-1 Reach-1 300.000000 XS CHECK XS EC 01L Cross section extended vertically. Flow Code will be EL.
The 1%-annual-chance WSEL of 1779.42 is higher than the starting GR station elevation of 1777.06.
The Left_Sta_Eff is equal to the starting GR station.
If there is divided flow then cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain.The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE 300.000000
88 87 RIVER-1 Reach-1 300.000000 XS CHECK XS EC 01R Cross section extended vertically. Flow Code will be ER.
The 1%-annual-chance WSEL of 1779.42 is higher than the ending GR station elevation of 1777.61.
The Rght_Sta_Eff is equal to the ending GR station.
If there is divided flow then the cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain. The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded
08/09/2013 03:58:41 AM FALSE 300.000000
89 88 RIVER-1 Reach-1 295.000000 Bridge-UP XS CHECK XS EC 01BUL Cross section extended vertically. Flow Code will be EL.
The 1%-annual-chance WSEL of 1779.42 is higher than the starting combined GR and Road station elevation of 1777.06.
The Left_Sta_Eff is equal to the starting GR station.
Section 3 and/or the Road section should be expanded to cover the 1%-annual-chance floodplain.
The HEC-RAS geometry file may need to be recreated using a GIS program.
Or use the lid option at the upstream and downstream internal sections and a lateral
weir to determine the amount of overflow down the roadway.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE 295.000000
90 89 RIVER-1 Reach-1 295.000000 Bridge-UP XS CHECK XS EC 01BUR Cross section extended vertically. Flow Code will be ER.
The 1%-annual-chance WSEL of 1779.42 is higher than the ending combined GR and Road station elevation of 1777.61.
The Rght_Sta_Eff is equal to the ending GR station.
Section 3 and/or the Road section should be expanded to cover the 1%-annual-chance floodplain.
The HEC-RAS geometry file may need to be recreated using a GIS program.
Or use the lid option at the upstream and downstream internal sections and a lateral
weir to determine the amount of overflow down the roadway.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE 295.000000
91 90 RIVER-1 Reach-1 295.000000 Bridge-DN XS CHECK XS EC 01BDL Cross section extended vertically. Flow Code willbe ER.
The 1%-annual-chance WSEL of 1779.42 is higher than the starting combined GR and Road station elevation of 1777.86.
The Left_Sta_Eff is equal to the starting GR station.
Section 2 and/or the Road section should be expanded to cover the 1%-annual-chance floodplain.
The HEC-RAS geometry file may need to be recreated using a GIS program.
Or use the lid option at the upstream and downstream internal sections and a lateral
weir to determine the amount of overflow down the roadway.
Or provide explanation why the cross section should not be expanded
08/09/2013 03:58:41 AM FALSE 295.000000
92 91 RIVER-1 Reach-1 295.000000 Bridge-DN XS CHECK XS EC 01BDR Cross section extended vertically. Flow Code will be ER.
The 1%-annual-chance WSEL of 1779.42 is higher than the ending combined GR and Road station elevation of 1777.03.
The Rght_Sta_Eff is equal to the ending GR station.
Section 2 and/or the Road section should be expanded to cover the 1%-annual-chance floodplain.
The HEC-RAS geometry file may need to be recreated using a GIS program.
Or use the lid option at the upstream and downstream internal sections and a lateral
weir to determine the amount of overflow down the roadway.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE 295.000000
93 92 RIVER-1 Reach-1 290.000000 XS CHECK XS CD 01 Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C".
The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
08/09/2013 03:58:41 AM FALSE 290.000000
94 93 RIVER-1 Reach-1 150.000000 XS CHECK XS EC 01L Cross section extended vertically. Flow Code will be EL.
The 1%-annual-chance WSEL of 1734.75 is higher than the starting GR station elevation of 1734.26.
The Left_Sta_Eff is equal to the starting GR station.
If there is divided flow then cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain.The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded
08/09/2013 03:58:41 AM FALSE 150.000000
95 94 RIVER-1 Reach-1 150.000000 XS CHECK XS EC 01R Cross section extended vertically. Flow Code will be ER.
The 1%-annual-chance WSEL of 1734.75 is higher than the ending GR station elevation of 1733.69.
The Rght_Sta_Eff is equal to the ending GR station.
If there is divided flow then the cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain. The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE 150.000000
96 95 RIVER-1 Reach-1 140.000000 XS CHECK XS EC 01L Cross section extended vertically. Flow Code will be EL.
The 1%-annual-chance WSEL of 1734.94 is higher than the starting GR station elevation of 1731.76.
The Left_Sta_Eff is equal to the starting GR station.
If there is divided flow then cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain.The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE 140.000000
97 96 RIVER-1 Reach-1 140.000000 XS CHECK XS EC 01R Cross section extended vertically. Flow Code will be ER.
The 1%-annual-chance WSEL of 1734.94 is higher than the ending GR station elevation of 1730.44.
The Rght_Sta_Eff is equal to the ending GR station.
If there is divided flow then the cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain. The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded
08/09/2013 03:58:41 AM FALSE 140.000000
98 97 RIVER-1 Reach-1 130.000000 XS CHECK XS EC 01L Cross section extended vertically. Flow Code will be EL.
The 1%-annual-chance WSEL of 1734.72 is higher than the starting GR station elevation of 1730.86.
The Left_Sta_Eff is equal to the starting GR station.
If there is divided flow then cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain.The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE 130.000000
99 98 RIVER-1 Reach-1 130.000000 XS CHECK XS EC 01R Cross section extended vertically. Flow Code will be ER.
The 1%-annual-chance WSEL of 1734.72 is higher than the ending GR station elevation of 1730.95.
The Rght_Sta_Eff is equal to the ending GR station.
If there is divided flow then the cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain. The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE 130.000000
100 99 RIVER-1 Reach-1 125.000000 Bridge-UP XS CHECK XS EC 01BUL Cross section extended vertically. Flow Code will be EL.
The 1%-annual-chance WSEL of 1734.72 is higher than the starting combined GR and Road station elevation of 1730.86.
The Left_Sta_Eff is equal to the starting GR station.
Section 3 and/or the Road section should be expanded to cover the 1%-annual-chance floodplain.
The HEC-RAS geometry file may need to be recreated using a GIS program.
Or use the lid option at the upstream and downstream internal sections and a lateral
weir to determine the amount of overflow down the roadway.
Or provide explanation why the cross section should not be expanded
08/09/2013 03:58:41 AM FALSE 125.000000
101 100 RIVER-1 Reach-1 125.000000 Bridge-UP XS CHECK XS EC 01BUR Cross section extended vertically. Flow Code will be ER.
The 1%-annual-chance WSEL of 1734.72 is higher than the ending combined GR and Road station elevation of 1730.95.
The Rght_Sta_Eff is equal to the ending GR station.
Section 3 and/or the Road section should be expanded to cover the 1%-annual-chance floodplain.
The HEC-RAS geometry file may need to be recreated using a GIS program.
Or use the lid option at the upstream and downstream internal sections and a lateral
weir to determine the amount of overflow down the roadway.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE 125.000000
102 101 RIVER-1 Reach-1 125.000000 Bridge-DN XS CHECK XS EC 01BDL Cross section extended vertically. Flow Code willbe ER.
The 1%-annual-chance WSEL of 1734.67 is higher than the starting combined GR and Road station elevation of 1732.56.
The Left_Sta_Eff is equal to the starting GR station.
Section 2 and/or the Road section should be expanded to cover the 1%-annual-chance floodplain.
The HEC-RAS geometry file may need to be recreated using a GIS program.
Or use the lid option at the upstream and downstream internal sections and a lateral
weir to determine the amount of overflow down the roadway.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE 125.000000
103 102 RIVER-1 Reach-1 125.000000 Bridge-DN XS CHECK XS EC 01BDR Cross section extended vertically. Flow Code will be ER.
The 1%-annual-chance WSEL of 1734.67 is higher than the ending combined GR and Road station elevation of 1730.26.
The Rght_Sta_Eff is equal to the ending GR station.
Section 2 and/or the Road section should be expanded to cover the 1%-annual-chance floodplain.
The HEC-RAS geometry file may need to be recreated using a GIS program.
Or use the lid option at the upstream and downstream internal sections and a lateral
weir to determine the amount of overflow down the roadway.
Or provide explanation why the cross section should not be expanded
08/09/2013 03:58:41 AM FALSE 125.000000
104 103 RIVER-1 Reach-1 120.000000 XS CHECK XS CD 01 Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C".
The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
08/09/2013 03:58:41 AM FALSE 120.000000
105 104         XS CHECK <table class='sum'><tr><th class='sum'>River</th><th class='sum'>Reach</th><th class='sum'>RS</th><th class='sum'>Struc</th><th class='sum'>Len Lob</th><th class='sum'>Len Chl</th><th class='sum'>Len Rob</th><th class='sum'>TopwdthAct</th><th class='sum'>Q Total</th><th class='sum'>Flow Code</th></tr><tr><td class='sum'>RIVER-1</td><td class='sum'>Reach-1</td><td class='sum'>390</td><td class='sum'>&nbsp</td><td class='sum'>420.9</td><td class='sum'>420.9</td><td class='sum'>420.21</td><td class='sum'>67</td><td class='sum'>6300</td><td class='sum'>EL,ER,C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>380</td><td class='sum'>&nbsp</td><td class='sum'>170</td><td class='sum'>170.96</td><td class='sum'>173</td><td class='sum'>67</td><td class='sum'>6300</td><td class='sum'>EL,ER,C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>370</td><td class='sum'>&nbsp</td><td class='sum'>222</td><td class='sum'>232.15</td><td class='sum'>238</td><td class='sum'>67</td><td class='sum'>6300</td><td class='sum'>EL,ER,C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>360</td><td class='sum'>&nbsp</td><td class='sum'>323</td><td class='sum'>314.29</td><td class='sum'>310</td><td class='sum'>67</td><td class='sum'>6300</td><td class='sum'>EL,ER,C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>350</td><td class='sum'>&nbsp</td><td class='sum'>439</td><td class='sum'>436.71</td><td class='sum'>435</td><td class='sum'>67</td><td class='sum'>6300</td><td class='sum'>EL,ER,C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>340</td><td class='sum'>&nbsp</td><td class='sum'>85</td><td class='sum'>85</td><td class='sum'>85</td><td class='sum'>70</td><td class='sum'>6300</td><td class='sum'>EL,ER</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>338</td><td class='sum'>&nbsp</td><td class='sum'>95</td><td class='sum'>95</td><td class='sum'>95</td><td class='sum'>70</td><td class='sum'>6300</td><td class='sum'>EL,ER</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>337</td><td class='sum'>&nbsp</td><td class='sum'>60</td><td class='sum'>60</td><td class='sum'>60</td><td class='sum'>163.59</td><td class='sum'>6300</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>335</td><td class='sum'>&nbsp</td><td class='sum'>40</td><td class='sum'>40</td><td class='sum'>40</td><td class='sum'>78.96</td><td class='sum'>6300</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>334</td><td class='sum'>&nbsp</td><td class='sum'>210</td><td class='sum'>210</td><td class='sum'>210</td><td class='sum'>113.75</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>330</td><td class='sum'>&nbsp</td><td class='sum'>343.49</td><td class='sum'>343.49</td><td class='sum'>343.49</td><td class='sum'>75.88</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>320</td><td class='sum'>&nbsp</td><td class='sum'>489.89</td><td class='sum'>489.1</td><td class='sum'>487.69</td><td class='sum'>121.21</td><td class='sum'>6300</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>310</td><td class='sum'>&nbsp</td><td class='sum'>102.64</td><td class='sum'>100.28</td><td class='sum'>105.7</td><td class='sum'>198.8</td><td class='sum'>6300</td><td class='sum'>EL,ER</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>300</td><td class='sum'>&nbsp</td><td class='sum'>102.54</td><td class='sum'>102.75</td><td class='sum'>98.55</td><td class='sum'>147.13</td><td class='sum'>6300</td><td class='sum'>EL,ER,BL,IL,IR</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>295</td><td class='sum'>Bridge-UP</td><td class='sum'>102.55</td><td class='sum'>102.55</td><td class='sum'>102.55</td><td class='sum'>147.13</td><td class='sum'>6300</td><td class='sum'>EL,ER</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>295</td><td class='sum'>Bridge-DN</td><td class='sum'>102.54</td><td class='sum'>102.75</td><td class='sum'>98.55</td><td class='sum'>160.59</td><td class='sum'>6300</td><td class='sum'>EL,ER</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>290</td><td class='sum'>&nbsp</td><td class='sum'>14.68</td><td class='sum'>14.95</td><td class='sum'>12.7</td><td class='sum'>102.93</td><td class='sum'>6300</td><td class='sum'>C,BL,IL,IR</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>280</td><td class='sum'>&nbsp</td><td class='sum'>1</td><td class='sum'>1</td><td class='sum'>1</td><td class='sum'>105.61</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>270</td><td class='sum'>&nbsp</td><td class='sum'>33.84</td><td class='sum'>21.92</td><td class='sum'>8.99</td><td class='sum'>104.79</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>260</td><td class='sum'>&nbsp</td><td class='sum'>1</td><td class='sum'>1</td><td class='sum'>1</td><td class='sum'>128.69</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>250</td><td class='sum'>&nbsp</td><td class='sum'>57.45</td><td class='sum'>58.6</td><td class='sum'>58.44</td><td class='sum'>110.06</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>240</td><td class='sum'>&nbsp</td><td class='sum'>496.31</td><td class='sum'>492</td><td class='sum'>488.69</td><td class='sum'>116.9</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>230</td><td class='sum'>&nbsp</td><td class='sum'>490.46</td><td class='sum'>494.76</td><td class='sum'>498.91</td><td class='sum'>86.42</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>220</td><td class='sum'>&nbsp</td><td class='sum'>464.69</td><td class='sum'>476.72</td><td class='sum'>489.34</td><td class='sum'>91.43</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>210</td><td class='sum'>&nbsp</td><td class='sum'>499.74</td><td class='sum'>500.38</td><td class='sum'>500.05</td><td class='sum'>83.9</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>200</td><td class='sum'>&nbsp</td><td class='sum'>494.16</td><td class='sum'>495.37</td><td class='sum'>496.56</td><td class='sum'>104.43</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>190</td><td class='sum'>&nbsp</td><td class='sum'>499.18</td><td class='sum'>497.74</td><td class='sum'>497.1</td><td class='sum'>108.54</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>180</td><td class='sum'>&nbsp</td><td class='sum'>490.6</td><td class='sum'>491.83</td><td class='sum'>492.37</td><td class='sum'>127.67</td><td class='sum'>6300</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>170</td><td class='sum'>&nbsp</td><td class='sum'>486.67</td><td class='sum'>487.26</td><td class='sum'>487.82</td><td class='sum'>130.94</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>160</td><td class='sum'>&nbsp</td><td class='sum'>501.43</td><td class='sum'>501.51</td><td class='sum'>502.7</td><td class='sum'>135.91</td><td class='sum'>6300</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>150</td><td class='sum'>&nbsp</td><td class='sum'>491.39</td><td class='sum'>489.94</td><td class='sum'>488.88</td><td class='sum'>169.72</td><td class='sum'>6300</td><td class='sum'>EL,ER</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>140</td><td class='sum'>&nbsp</td><td class='sum'>64.74</td><td class='sum'>64.14</td><td class='sum'>64.09</td><td class='sum'>343.83</td><td class='sum'>6400</td><td class='sum'>EL,ER,BL,IL,IR</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>130</td><td class='sum'>&nbsp</td><td class='sum'>120.77</td><td class='sum'>119.69</td><td class='sum'>117.86</td><td class='sum'>174.35</td><td class='sum'>6400</td><td class='sum'>EL,ER,BL,IL,IR</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>125</td><td class='sum'>Bridge-UP</td><td class='sum'>119.49</td><td class='sum'>119.49</td><td class='sum'>119.49</td><td class='sum'>174.35</td><td class='sum'>6400</td><td class='sum'>EL,ER</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>125</td><td class='sum'>Bridge-DN</td><td class='sum'>120.77</td><td class='sum'>119.69</td><td class='sum'>117.86</td><td class='sum'>146.34</td><td class='sum'>6400</td><td class='sum'>EL,ER</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>120</td><td class='sum'>&nbsp</td><td class='sum'>88.77</td><td class='sum'>90.11</td><td class='sum'>93.13</td><td class='sum'>107</td><td class='sum'>6400</td><td class='sum'>C,BL,IL,IR</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>110</td><td class='sum'>&nbsp</td><td class='sum'>25.99</td><td class='sum'>25.69</td><td class='sum'>26.18</td><td class='sum'>106.32</td><td class='sum'>6400</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>100</td><td class='sum'>&nbsp</td><td class='sum'>289.86</td><td class='sum'>295.13</td><td class='sum'>299.75</td><td class='sum'>104.31</td><td class='sum'>6400</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>90</td><td class='sum'>&nbsp</td><td class='sum'>495.14</td><td class='sum'>482.19</td><td class='sum'>465.14</td><td class='sum'>110.92</td><td class='sum'>6400</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>80</td><td class='sum'>&nbsp</td><td class='sum'>455.76</td><td class='sum'>470.68</td><td class='sum'>481.96</td><td class='sum'>115.54</td><td class='sum'>6400</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>70</td><td class='sum'>&nbsp</td><td class='sum'>493.27</td><td class='sum'>497.95</td><td class='sum'>498.08</td><td class='sum'>97.06</td><td class='sum'>6400</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>60</td><td class='sum'>&nbsp</td><td class='sum'>499.62</td><td class='sum'>499.27</td><td class='sum'>502.1</td><td class='sum'>396.88</td><td class='sum'>6400</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>50</td><td class='sum'>&nbsp</td><td class='sum'>334.29</td><td class='sum'>305.6</td><td class='sum'>277.63</td><td class='sum'>143.21</td><td class='sum'>6400</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>40</td><td class='sum'>&nbsp</td><td class='sum'>500.14</td><td class='sum'>491.57</td><td class='sum'>481.13</td><td class='sum'>153.78</td><td class='sum'>6400</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>30</td><td class='sum'>&nbsp</td><td class='sum'>494.86</td><td class='sum'>498.03</td><td class='sum'>503.84</td><td class='sum'>125.09</td><td class='sum'>6400</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>20</td><td class='sum'>&nbsp</td><td class='sum'>483.22</td><td class='sum'>488.53</td><td class='sum'>497.54</td><td class='sum'>114.06</td><td class='sum'>6400</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>10</td><td class='sum'>&nbsp</td><td class='sum'>0</td><td class='sum'>0</td><td class='sum'>0</td><td class='sum'>119.62</td><td class='sum'>6400</td><td class='sum'>&nbsp</td></tr></table> 08/09/2013 03:58:41 AM FALSE  
106 105         MPCHECK <table class='sum'><tr><th class='sum'>River</th><th class='sum'>Reach</th><th class='sum'>RS</th><th class='sum'>WSEL</th><th class='sum'>Q Total</th><th class='sum'>Top Wdth Act</th><th class='sum'>Vel Head</th><th class='sum'>Profile</th></tr></table> 08/09/2013 03:58:41 AM FALSE  
107 106 RIVER-1 Reach-1 295.000000 Bridge STRUCTURE CHECK 00001 <hr><table class='sum'><tr><td class='sum' style='font-weight:bold'>River/Reach:</td><td class='sum'>RIVER-1, Reach-1</td></tr><tr><td class='sum' style='font-weight:bold'>River Station:</td><td class='sum'>295</td></tr><tr><td class='sum' style='font-weight:bold'>Type Of Structure:</td><td class='sum'>Bridge</td></tr><tr><td class='sum' style='font-weight:bold'>Description:</td><td class='sum'>Bridge #2</td></tr><tr><td class='sum' style='font-weight:bold'>Distance from Upstream XS:</td><td class='sum'>0.1</td></tr><tr><td class='sum' style='font-weight:bold'>Deck/Roadway Width:</td><td class='sum'>102.55</td></tr><tr><td class='sum' style='font-weight:bold'>Weir Coefficient:</td><td class='sum'>2.6</td></tr><tr><td class='sum' style='font-weight:bold'>Maximum allowable submergence for weir flow:</td><td class='sum'>0.95</td></tr><tr><td class='sum' style='font-weight:bold'>Elevation at which weir flow begins:</td><td class='sum'>1779.18</td></tr><tr><td class='sum' style='font-weight:bold'>Weir crest shape:</td><td class='sum'>Broadcrested</td></tr></table><br 08/09/2013 03:58:41 AM FALSE 295.000000
108 107 RIVER-1 Reach-1 295.000000 Bridge STRUCTURE CHECK 00002 <table class='sum' title=''><tr><th class='sum'>Section</th><th class='sum'>River Station</th><th class='sum'>Length Channel</th><th class='sum'>WSEL</th><th class='sum'>EGEL</th><th class='sum'>TopWidthActual</th><th class='sum'>Frequency</th></tr><tr><td class='sum'>4</td><td class='sum'>310</td><td class='sum'>100.28</td><td class='sum'>1779.56</td><td class='sum'>1779.98</td><td class='sum'>198.8</td><td class='sum'>1%-annual-chance</td></tr><tr><td class='sum'>3</td><td class='sum'>300</td><td class='sum'>102.75</td><td class='sum'>1779.42</td><td class='sum'>1779.95</td><td class='sum'>147.13</td><td class='sum'>1%-annual-chance</td></tr><tr><td class='sum'><FONT SIZE='-3'>Bridge-UP</FONT></td><td class='sum'>295</td><td class='sum'>102.55</td><td class='sum'>1779.42</td><td class='sum'>1779.95</td><td class='sum'>147.13</td><td class='sum'>1%-annual-chance</th></tr><tr><td class='sum'><FONT SIZE='-3'>Bridge-DN</FONT></td><td class='sum'></td><td class='sum'>102.75</td><td class='sum'>1779.42</td><td class='sum'>1779.95</td><td class='sum'>147.13</td><td class='sum'>1%-annual-chance</td></tr><tr><td class='sum'>2</td><td class='sum'>290</td><td class='sum'>14.95</td><td class='sum'>1773.71</td><td class='sum'>1776.13</td><td class='sum'>102.93</td><td class='sum'>1%-annual-chance</td></tr><tr><td class='sum'>1</td><td class='sum'>280</td><td class='sum'>1</td><td class='sum'>1779.56</td><td class='sum'>1779.98</td><td class='sum'>198.8</td><td class='sum'>1%-annual-chance</td></tr></table><br 08/09/2013 03:58:41 AM FALSE 295.000000
109 108 RIVER-1 Reach-1 295.000000 Bridge STRUCTURE CHECK 00003 <table class='sum' title='Ineffective Flow'><tr><th class='sum'>Ineffective Flow Section 4</th><th class='sum'>Ineffective Flow Section 3</th><th class='sum'>Ineffective Flow Section 2</th><th class='sum'>Ineffective Flow Section 1</th></tr><tr><td class='sum'><table width='100%' border='0' align'center'><tr><td class='sum'>Sta L</th><td class='sum'>Sta R</th><td class='sum'>Elev</th></tr></table></td><td class='sum'><table width='100%' border='0'><tr><td class='sum'>Sta L</th><td class='sum'>Sta R</th><td class='sum'>Elev</th></tr></table></td><td class='sum'><table width='100%' border='0'><tr><td class='sum'>Sta L</th><td class='sum'>Sta R</th><td class='sum'>Elev</th></tr></table></td><td class='sum'><table width='100%' border='0'><tr><td class='sum'>Sta L</th><td class='sum'>Sta R</th><td class='sum'>Elev</th></tr></table></td></tr><tr><td><table width='100%' border='0'><tr><td width='33%'></td><td width='33%'></td><td width='33%'></td></table></td><td><table width='100%' border='0'><tr><td width='33%'></td><td width='33%'>1025.54</td><td width='33%'>1777.38</td></table></td><td><table width='100%' border='0'><tr><td width='33%'></td><td width='33%'>1047.98</td><td width='33%'>1776.26</td></table></td><td><table width='100%' border='0'><tr><td width='33%'></td><td width='33%'></td><td width='33%'></td></table></td></tr><tr><td><table width='100%' border='0'><tr><td width='33%'></td><td width='33%'></td><td width='33%'></td></table></td><td><table width='100%' border='0'><tr><td width='33%'>1128.56</td><td width='33%'>1147.13</td><td width='33%'>1777.36</td></table></td><td><table width='100%' border='0'><tr><td width='33%'>1151</td><td width='33%'>1160.59</td><td width='33%'>1776.26</td></table></td><td><table width='100%' border='0'><tr><td width='33%'></td><td width='33%'></td><td width='33%'></td></table></td></tr></table><br 08/09/2013 03:58:41 AM FALSE 295.000000
110 109 RIVER-1 Reach-1 295.000000 Bridge-UP STRUCTURE CHECK ST DT 03 This is (Bridge-UP) section.
The Contraction Length is longer than the Expansion Length.
Section 4 channel distance of 100.28 is longer than
Section 2 channel distance of 14.95.
Section 4 and Section 1 should be relocated.
The HEC-RAS geometry file may need to be recreated using a GIS program
08/09/2013 03:58:41 AM FALSE 295.000000
111 110 RIVER-1 Reach-1 295.000000 Bridge-UP STRUCTURE CHECK ST DT 01B This is (Bridge-UP). 'Upstream Dist' of 0.1 in "Bridge Width Table" is less than the height of the bridge opening of 6. This indicates that Section 3 may not be placed at the foot of the road embankment or wing walls and may not represent the natural valley cross section.
Section 3 should be relocated or provide a statement that it represents the natural valley cross section.
The HEC-RAS geometry file may need to be recreated using a GIS program.
Lengths at Sections 4, 3 and 2 and 'Upstream Dist' should be adjusted.
08/09/2013 03:58:41 AM FALSE 295.000000
112 111 RIVER-1 Reach-1 295.000000 Bridge-UP STRUCTURE CHECK BR PW 01 This is a Bridge Section. The selected profile is 1%-annual-chance. Type of flow is sluice gate pressure and weir flow because, 1. EGEL 3 of 1779.95 is greater than MinTopRd of 1779.18 . 2. EGEL 3 of 1779.95 is equal to or greater than MxLoCdU of 1775.18. 3. WSEL 2 of 1773.71 is less than MxLoCdD of 1775.18 . 08/09/2013 03:58:41 AM FALSE 295.000000
113 112 RIVER-1 Reach-1 295.000000 Bridge-DN STRUCTURE CHECK ST DT 02B This is (Bridge-DN). 'Downstream Dist' of 0.1 in 'Bridge Width Table' is less than the height of the bridge opening of 6. This indicates that Section 2 may not be placed at the foot of the road embankment or wing walls and may not represent the natural valley cross section.
Section 2 should be relocated or provide a statement that it represents the natural valley cross section.
A HEC-RAS geometry file may need to be recreated using a GIS program.
Lengths at Sections 3 and 2 should be adjusted.
08/09/2013 03:58:41 AM FALSE 295.000000
114 113 RIVER-1 Reach-1 290.000000 Bridge STRUCTURE CHECK ST IF 03S2L This is Section 2.
The selected profile is 1%-annual-chance.
Weir flow occurs at (Bridge-DN).
However, the left ineffective flow elevation of 1776.26 at the left ineffective flow station 1047.98 is equal to or higher than the WSEL of 1773.71.
The ineffective flow elevation should be lower than the WSEL at Section 2.
08/09/2013 03:58:41 AM FALSE 295.000000
115 114 RIVER-1 Reach-1 290.000000 Bridge STRUCTURE CHECK ST IF 03S2R This is Section 2.
The selected profile is 1%-annual-chance.
Weir flow occurs at (Bridge-DN).
However, the right ineffective flow elevation of 1776.26 at the right ineffective flow station 1151 is equal to or higher than the WSEL of 1773.71.
The ineffective flow elevation should be lower than the WSEL at Section 2
08/09/2013 03:58:41 AM FALSE 295.000000
116 115 RIVER-1 Reach-1 125.000000 Bridge STRUCTURE CHECK 00001 <hr><table class='sum'><tr><td class='sum' style='font-weight:bold'>River/Reach:</td><td class='sum'>RIVER-1, Reach-1</td></tr><tr><td class='sum' style='font-weight:bold'>River Station:</td><td class='sum'>125</td></tr><tr><td class='sum' style='font-weight:bold'>Type Of Structure:</td><td class='sum'>Bridge</td></tr><tr><td class='sum' style='font-weight:bold'>Description:</td><td class='sum'>Bridge #1</td></tr><tr><td class='sum' style='font-weight:bold'>Distance from Upstream XS:</td><td class='sum'>0.1</td></tr><tr><td class='sum' style='font-weight:bold'>Deck/Roadway Width:</td><td class='sum'>119.49</td></tr><tr><td class='sum' style='font-weight:bold'>Weir Coefficient:</td><td class='sum'>2.6</td></tr><tr><td class='sum' style='font-weight:bold'>Maximum allowable submergence for weir flow:</td><td class='sum'>0.95</td></tr><tr><td class='sum' style='font-weight:bold'>Elevation at which weir flow begins:</td><td class='sum'>1733.69</td></tr><tr><td class='sum' style='font-weight:bold'>Weir crest shape:</td><td class='sum'>Broadcrested</td></tr></table><br> 08/09/2013 03:58:41 AM FALSE 125.000000
117 116 RIVER-1 Reach-1 125.000000 Bridge STRUCTURE CHECK 00002 <table class='sum' title=''><tr><th class='sum'>Section</th><th class='sum'>River Station</th><th class='sum'>Length Channel</th><th class='sum'>WSEL</th><th class='sum'>EGEL</th><th class='sum'>TopWidthActual</th><th class='sum'>Frequency</th></tr><tr><td class='sum'>4</td><td class='sum'>140</td><td class='sum'>64.14</td><td class='sum'>1734.94</td><td class='sum'>1735.28</td><td class='sum'>343.83</td><td class='sum'>1%-annual-chance</td></tr><tr><td class='sum'>3</td><td class='sum'>130</td><td class='sum'>119.69</td><td class='sum'>1734.72</td><td class='sum'>1735.25</td><td class='sum'>174.35</td><td class='sum'>1%-annual-chance</td></tr><tr><td class='sum'><FONT SIZE='-3'>Bridge-UP</FONT></td><td class='sum'>125</td><td class='sum'>119.49</td><td class='sum'>1734.72</td><td class='sum'>1735.25</td><td class='sum'>174.35</td><td class='sum'>1%-annual-chance</th></tr><tr><td class='sum'><FONT SIZE='-3'>Bridge-DN</FONT></td><td class='sum'></td><td class='sum'>119.69</td><td class='sum'>1734.72</td><td class='sum'>1735.25</td><td class='sum'>174.35</td><td class='sum'>1%-annual-chance</td></tr><tr><td class='sum'>2</td><td class='sum'>120</td><td class='sum'>90.11</td><td class='sum'>1728.98</td><td class='sum'>1731.37</td><td class='sum'>107</td><td class='sum'>1%-annual-chance</td></tr><tr><td class='sum'>1</td><td class='sum'>110</td><td class='sum'>25.69</td><td class='sum'>1734.94</td><td class='sum'>1735.28</td><td class='sum'>343.83</td><td class='sum'>1%-annual-chance</td></tr></table><br 08/09/2013 03:58:41 AM FALSE 125.000000
118 117 RIVER-1 Reach-1 125.000000 Bridge STRUCTURE CHECK 00003 <table class='sum' title='Ineffective Flow'><tr><th class='sum'>Ineffective Flow Section 4</th><th class='sum'>Ineffective Flow Section 3</th><th class='sum'>Ineffective Flow Section 2</th><th class='sum'>Ineffective Flow Section 1</th></tr><tr><td class='sum'><table width='100%' border='0' align'center'><tr><td class='sum'>Sta L</th><td class='sum'>Sta R</th><td class='sum'>Elev</th></tr></table></td><td class='sum'><table width='100%' border='0'><tr><td class='sum'>Sta L</th><td class='sum'>Sta R</th><td class='sum'>Elev</th></tr></table></td><td class='sum'><table width='100%' border='0'><tr><td class='sum'>Sta L</th><td class='sum'>Sta R</th><td class='sum'>Elev</th></tr></table></td><td class='sum'><table width='100%' border='0'><tr><td class='sum'>Sta L</th><td class='sum'>Sta R</th><td class='sum'>Elev</th></tr></table></td></tr><tr><td><table width='100%' border='0'><tr><td width='33%'></td><td width='33%'>1149.72</td><td width='33%'>1730.67</td></table></td><td><table width='100%' border='0'><tr><td width='33%'></td><td width='33%'>1035.81</td><td width='33%'>1730.26</td></table></td><td><table width='100%' border='0'><tr><td width='33%'></td><td width='33%'>1029.49</td><td width='33%'>1730.26</td></table></td><td><table width='100%' border='0'><tr><td width='33%'></td><td width='33%'></td><td width='33%'></td></table></td></tr><tr><td><table width='100%' border='0'><tr><td width='33%'>1265.63</td><td width='33%'>1343.83</td><td width='33%'>1730.56</td></table></td><td><table width='100%' border='0'><tr><td width='33%'>1142.81</td><td width='33%'>1174.35</td><td width='33%'>1730.26</td></table></td><td><table width='100%' border='0'><tr><td width='33%'>1136.49</td><td width='33%'>1146.34</td><td width='33%'>1730.26</td></table></td><td><table width='100%' border='0'><tr><td width='33%'></td><td width='33%'></td><td width='33%'></td></table></td></tr></table><br 08/09/2013 03:58:41 AM FALSE 125.000000
119 118 RIVER-1 Reach-1 125.000000 Bridge-UP STRUCTURE CHECK ST DT 01B This is (Bridge-UP). 'Upstream Dist' of 0.1 in "Bridge Width Table" is less than the height of the bridge opening of 5. This indicates that Section 3 may not be placed at the foot of the road embankment or wing walls and may not represent the natural valley cross section.
Section 3 should be relocated or provide a statement that it represents the natural valley cross section.
The HEC-RAS geometry file may need to be recreated using a GIS program.
Lengths at Sections 4, 3 and 2 and 'Upstream Dist' should be adjusted
08/09/2013 03:58:41 AM FALSE 125.000000
120 119 RIVER-1 Reach-1 125.000000 Bridge-UP STRUCTURE CHECK BR PW 01 This is a Bridge Section. The selected profile is 1%-annual-chance. Type of flow is sluice gate pressure and weir flow because, 1. EGEL 3 of 1735.25 is greater than MinTopRd of 1733.69 . 2. EGEL 3 of 1735.25 is equal to or greater than MxLoCdU of 1729.79. 3. WSEL 2 of 1728.98 is less than MxLoCdD of 1729.79 . 08/09/2013 03:58:41 AM FALSE 125.000000
121 120 RIVER-1 Reach-1 125.000000 Bridge-DN STRUCTURE CHECK ST DT 02B This is (Bridge-DN). 'Downstream Dist' of 0.1 in 'Bridge Width Table' is less than the height of the bridge opening of 5. This indicates that Section 2 may not be placed at the foot of the road embankment or wing walls and may not represent the natural valley cross section.
Section 2 should be relocated or provide a statement that it represents the natural valley cross section.
A HEC-RAS geometry file may need to be recreated using a GIS program.
Lengths at Sections 3 and 2 should be adjusted.
08/09/2013 03:58:41 AM FALSE 125.000000
122 121 RIVER-1 Reach-1 120.000000 Bridge STRUCTURE CHECK ST IF 03S2L This is Section 2.
The selected profile is 1%-annual-chance.
Weir flow occurs at (Bridge-DN).
However, the left ineffective flow elevation of 1730.26 at the left ineffective flow station 1029.49 is equal to or higher than the WSEL of 1728.98.
The ineffective flow elevation should be lower than the WSEL at Section 2.
08/09/2013 03:58:41 AM FALSE 125.000000
123 122 RIVER-1 Reach-1 120.000000 Bridge STRUCTURE CHECK ST IF 03S2R This is Section 2.
The selected profile is 1%-annual-chance.
Weir flow occurs at (Bridge-DN).
However, the right ineffective flow elevation of 1730.26 at the right ineffective flow station 1136.49 is equal to or higher than the WSEL of 1728.98.
The ineffective flow elevation should be lower than the WSEL at Section 2.
08/09/2013 03:58:41 AM FALSE 125.000000
124 123         STRUCTURE CHECK <table class='sum'><tr><th class='sum'>River</th><th class='sum'>Reach</th><th class='sum'>RS</th><th class='sum'>MaxLoChord</th><th class='sum'>MnTpRd</th><th class='sum'>EGEL</th><th class='sum'>WSEL</th><th class='sum'>MinChEl</th><th class='sum'>Structure</th></tr><tr><td class='sum'>RIVER-1</td><td class='sum'>Reach-1</td><td class='sum'>390</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1793.18</td><td class='sum'>1786.51</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>380</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1790.68</td><td class='sum'>1784.01</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>370</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1787.23</td><td class='sum'>1780.56</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>360</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1786.07</td><td class='sum'>1779.41</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>350</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1784.5</td><td class='sum'>1777.83</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>340</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1783.98</td><td class='sum'>1775.65</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>338</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1784.21</td><td class='sum'>1775.17</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>337</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1784.67</td><td class='sum'>1774.8</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>335</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1784.11</td><td class='sum'>1774.45</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>334</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1782.79</td><td class='sum'>1774.4</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>330</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1779.43</td><td class='sum'>1772.85</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>320</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1778.93</td><td class='sum'>1771.5</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>310</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1779.56</td><td class='sum'>1770.04</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>300</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1779.42</td><td class='sum'>1769.18</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>295</td><td class='sum'>1775.18</td><td class='sum'>1779.18</td><td class='sum'>1779.95</td><td class='sum'>1779.42</td><td class='sum'>1769.18</td><td class='sum'>Bridge-UP</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>295</td><td class='sum'>1775.18</td><td class='sum'>1779.18</td><td class='sum'>1779.8</td><td class='sum'>1779.42</td><td class='sum'>1768.81</td><td class='sum'>Bridge-DN</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>290</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1773.71</td><td class='sum'>1768.81</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>280</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1773.14</td><td class='sum'>1768.26</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>270</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1769.11</td><td class='sum'>1764.26</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>260</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1769.25</td><td class='sum'>1764.26</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>250</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1765.3</td><td class='sum'>1760.26</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>240</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1764.89</td><td class='sum'>1759.69</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>230</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1760.7</td><td class='sum'>1752.38</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>220</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1754.23</td><td class='sum'>1746.22</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>210</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1749.12</td><td class='sum'>1739.78</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>200</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1745.15</td><td class='sum'>1738.96</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>190</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1741.78</td><td class='sum'>1735.05</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>180</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1737.44</td><td class='sum'>1731.86</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>170</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1735.63</td><td class='sum'>1729.56</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>160</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1735</td><td class='sum'>1727.87</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>150</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1734.75</td><td class='sum'>1725.79</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>140</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1734.94</td><td class='sum'>1724.86</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>130</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1734.72</td><td class='sum'>1724.79</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>125</td><td class='sum'>1729.79</td><td class='sum'>1733.69</td><td class='sum'>1735.25</td><td class='sum'>1734.72</td><td class='sum'>1724.79</td><td class='sum'>Bridge-UP</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>125</td><td class='sum'>1729.79</td><td class='sum'>1733.69</td><td class='sum'>1735.16</td><td class='sum'>1734.67</td><td class='sum'>1724.16</td><td class='sum'>Bridge-DN</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>120</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1728.98</td><td class='sum'>1724.16</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>110</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1728.05</td><td class='sum'>1722.76</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>100</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1728.67</td><td class='sum'>1720.96</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>90</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1727.03</td><td class='sum'>1717.45</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>80</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1725.48</td><td class='sum'>1716.64</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>70</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1721.78</td><td class='sum'>1714.26</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>60</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1721.94</td><td class='sum'>1712.2</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>50</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1720.64</td><td class='sum'>1711.16</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>40</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1718.53</td><td class='sum'>1709.46</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>30</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1715.62</td><td class='sum'>1708.11</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>20</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1713</td><td class='sum'>1705.38</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>10</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1710.97</td><td class='sum'>1702.59</td></tr></table> 08/09/2013 03:58:41 AM FALSE  

  A B C D E F G H I J K L
1 ID river reach rs struc checkType messageID message comments timestamp flag rsStruc
2 1         NT CHECK <table class='sum'><tr><th class='sum'>River</th><th class='sum'>Reach</th><th class='sum'>RS</th><th class='sum'>Structure</th><th class='sum'>NLOB</th><th class='sum'>NCHL</th><th class='sum'>NROB</th><th class='sum'>CNTR</th><th class='sum'>EXP</th></tr><tr><td class='sum'>RIVER-1</td><td class='sum'>Reach-1</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>390</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.015</td><td class='sum'>0.025</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.025</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>380</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.025</td><td class='sum'>0.025</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.015</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>370</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.015</td><td class='sum'>0.025</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.025</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>360</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.015</td><td class='sum'>0.025</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.025</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>350</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.025</td><td class='sum'>0.025</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.015</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>340</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.015</td><td class='sum'>0.025</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.025</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>338</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.025</td><td class='sum'>0.025</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.015</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>337</td><td class='sum'>&nbsp</td><td class='sum'>0.025</td><td class='sum'>0.015</td><td class='sum'>0.025</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>335</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.035</td><td class='sum'>0.035</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.035</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>334</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.035</td><td class='sum'>0.035</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.035</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>330</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.035</td><td class='sum'>0.035</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.035</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>320</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>310</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>300</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>295</td><td class='sum'>Bridge-UP</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>295</td><td class='sum'>Bridge-DN</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>&nbsp</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>290</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>280</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>270</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>260</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>250</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>240</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>230</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>220</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>210</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>200</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>190</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>180</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>170</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>160</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>150</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>140</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>130</td><td class='sum'>&nbsp</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>125</td><td class='sum'>Bridge-UP</td><td class='sum'>0.02</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>125</td><td class='sum'>Bridge-DN</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.015</td><td class='sum'>0.02</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>120</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.015</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>110</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.015</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>100</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>90</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>80</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>70</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>60</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>50</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>40</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>30</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>20</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>10</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>0.03</td><td class='sum'>0.03</td><td class='sum'>0.1</td><td class='sum'>0.3</td></tr></table> 08/09/2013 03:58:40 AM FALSE  
3 2         NT CHECK <table class='sum'><tr><th class='sum'>&nbsp</th><th class='sum'>Minimum</th><th class='sum'>Maximum</th></tr><tr><td class='sum'>Left Overbank "n" Value</td><td class='sum'>0.015</td><td class='sum'>0.03</td></tr><tr><td class='sum'>Right Overbank "n" Value</td><td class='sum'>0.02</td><td class='sum'>0.035</td></tr><tr><td class='sum'>Channel "n" Value</td><td class='sum'>0.015</td><td class='sum'>0.035</td></tr><tr><td class='sum'>Contraction Coefficient</td><td class='sum'>0.1</td><td class='sum'>0.1</td></tr><tr><td class='sum'>Expansion Coefficient</td><td class='sum'>0.3</td><td class='sum'>0.3</td></tr></table 08/09/2013 03:58:40 AM FALSE  
4 3 RIVER-1 Reach-1 320.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE  
5 4 RIVER-1 Reach-1 320.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE  
6 5 RIVER-1 Reach-1 320.000000 NT CHECK NT RC 05 The left overbank n-value of 0.02 and the right overbank
n-value of 0.02 are less than or equal to the channel n-value of 0.02.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE  
7 6 RIVER-1 Reach-1 310.000000 NT CHECK NT TL 01S4 This is Section 4 of a hydraulic structure. The contraction and expansion loss coefficients are 0.1 and 0.3. They should be equal to 0.3 and 0.5, respectively according to page 5-8 of the HEC-RAS Hydraulic Reference Manual (HEC, 2010). 08/09/2013 03:58:40 AM FALSE  
8 7 RIVER-1 Reach-1 310.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE  
9 8 RIVER-1 Reach-1 310.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE  
10 9 RIVER-1 Reach-1 300.000000 NT CHECK NT TL 01S3 This is Section3 of a hydraulic structure. The contraction and expansion loss coefficients are 0.1 and 0.3. They should be equal to 0.3 and 0.5, respectively, for typical structure sections according to page 5-8 of the HEC-RAS Hydraulic Reference Manual (HEC, 2010). 08/09/2013 03:58:40 AM FALSE  
11 10 RIVER-1 Reach-1 300.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE  
12 11 RIVER-1 Reach-1 300.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value
08/09/2013 03:58:40 AM FALSE  
13 12 RIVER-1 Reach-1 295.000000 Bridge-UP NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE  
14 13 RIVER-1 Reach-1 295.000000 Bridge-UP NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE  
15 14 RIVER-1 Reach-1 295.000000 Bridge-DN NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE  
16 15 RIVER-1 Reach-1 290.000000 NT CHECK NT TL 01S2 This is Section2 of a hydraulic structure. The contraction and expansion loss coefficients are 0.1 and 0.3. They should be equal to 0.3 and 0.5, respectively, for typical structure sections according to page 5-8 of the HEC-RAS Hydraulic Reference Manual (HEC, 2010) 08/09/2013 03:58:40 AM FALSE  
17 16 RIVER-1 Reach-1 290.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE  
18 17 RIVER-1 Reach-1 290.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE  
19 18 RIVER-1 Reach-1 280.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE  
20 19 RIVER-1 Reach-1 280.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value
08/09/2013 03:58:40 AM FALSE  
21 20 RIVER-1 Reach-1 270.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE  
22 21 RIVER-1 Reach-1 270.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE  
23 22 RIVER-1 Reach-1 260.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE  
24 23 RIVER-1 Reach-1 260.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value
08/09/2013 03:58:40 AM FALSE  
25 24 RIVER-1 Reach-1 250.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE  
26 25 RIVER-1 Reach-1 250.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE  
27 26 RIVER-1 Reach-1 240.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE  
28 27 RIVER-1 Reach-1 240.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value
08/09/2013 03:58:40 AM FALSE  
29 28 RIVER-1 Reach-1 240.000000 NT CHECK NT RC 05 The left overbank n-value of 0.02 and the right overbank
n-value of 0.02 are less than or equal to the channel n-value of 0.02.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE  
30 29 RIVER-1 Reach-1 230.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE  
31 30 RIVER-1 Reach-1 230.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE  
32 31 RIVER-1 Reach-1 230.000000 NT CHECK NT RC 05 The left overbank n-value of 0.02 and the right overbank
n-value of 0.02 are less than or equal to the channel n-value of 0.02.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values
08/09/2013 03:58:40 AM FALSE  
33 32 RIVER-1 Reach-1 220.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE  
34 33 RIVER-1 Reach-1 220.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE  
35 34 RIVER-1 Reach-1 220.000000 NT CHECK NT RC 05 The left overbank n-value of 0.02 and the right overbank
n-value of 0.02 are less than or equal to the channel n-value of 0.02.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE  
36 35 RIVER-1 Reach-1 210.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values
08/09/2013 03:58:40 AM FALSE  
37 36 RIVER-1 Reach-1 210.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE  
38 37 RIVER-1 Reach-1 210.000000 NT CHECK NT RC 05 The left overbank n-value of 0.02 and the right overbank
n-value of 0.02 are less than or equal to the channel n-value of 0.02.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE  
39 38 RIVER-1 Reach-1 200.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE  
40 39 RIVER-1 Reach-1 200.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value
08/09/2013 03:58:40 AM FALSE  
41 40 RIVER-1 Reach-1 200.000000 NT CHECK NT RC 05 The left overbank n-value of 0.02 and the right overbank
n-value of 0.02 are less than or equal to the channel n-value of 0.02.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE  
42 41 RIVER-1 Reach-1 190.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE  
43 42 RIVER-1 Reach-1 190.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE  
44 43 RIVER-1 Reach-1 190.000000 NT CHECK NT RC 05 The left overbank n-value of 0.02 and the right overbank
n-value of 0.02 are less than or equal to the channel n-value of 0.02.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values
08/09/2013 03:58:40 AM FALSE  
45 44 RIVER-1 Reach-1 180.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE  
46 45 RIVER-1 Reach-1 180.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE  
47 46 RIVER-1 Reach-1 180.000000 NT CHECK NT RC 05 The left overbank n-value of 0.02 and the right overbank
n-value of 0.02 are less than or equal to the channel n-value of 0.02.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE  
48 47 RIVER-1 Reach-1 170.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values
08/09/2013 03:58:40 AM FALSE  
49 48 RIVER-1 Reach-1 170.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE  
50 49 RIVER-1 Reach-1 170.000000 NT CHECK NT RC 05 The left overbank n-value of 0.02 and the right overbank
n-value of 0.02 are less than or equal to the channel n-value of 0.02.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE  
51 50 RIVER-1 Reach-1 160.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE  
52 51 RIVER-1 Reach-1 160.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value
08/09/2013 03:58:40 AM FALSE  
53 52 RIVER-1 Reach-1 160.000000 NT CHECK NT RC 05 The left overbank n-value of 0.02 and the right overbank
n-value of 0.02 are less than or equal to the channel n-value of 0.02.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE  
54 53 RIVER-1 Reach-1 150.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE  
55 54 RIVER-1 Reach-1 150.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE  
56 55 RIVER-1 Reach-1 150.000000 NT CHECK NT RC 05 The left overbank n-value of 0.02 and the right overbank
n-value of 0.02 are less than or equal to the channel n-value of 0.02.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values
08/09/2013 03:58:40 AM FALSE  
57 56 RIVER-1 Reach-1 140.000000 NT CHECK NT TL 01S4 This is Section 4 of a hydraulic structure. The contraction and expansion loss coefficients are 0.1 and 0.3. They should be equal to 0.3 and 0.5, respectively according to page 5-8 of the HEC-RAS Hydraulic Reference Manual (HEC, 2010).. 08/09/2013 03:58:40 AM FALSE  
58 57 RIVER-1 Reach-1 140.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE  
59 58 RIVER-1 Reach-1 140.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE  
60 59 RIVER-1 Reach-1 130.000000 NT CHECK NT TL 01S3 This is Section3 of a hydraulic structure. The contraction and expansion loss coefficients are 0.1 and 0.3. They should be equal to 0.3 and 0.5, respectively, for typical structure sections according to page 5-8 of the HEC-RAS Hydraulic Reference Manual (HEC, 2010). 08/09/2013 03:58:40 AM FALSE  
61 60 RIVER-1 Reach-1 130.000000 NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values
08/09/2013 03:58:40 AM FALSE  
62 61 RIVER-1 Reach-1 130.000000 NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE  
63 62 RIVER-1 Reach-1 125.000000 Bridge-UP NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values.
08/09/2013 03:58:40 AM FALSE  
64 63 RIVER-1 Reach-1 125.000000 Bridge-UP NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE  
65 64 RIVER-1 Reach-1 125.000000 Bridge-DN NT CHECK NT RC 01L All of the left overbank Manning’s "n" values are less than 0.030.
The "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure outlined to compute the overbank "n" value(s) for a natural floodplain (FHWA, 1984).
Or follow the procedure outlined to compute the "n" values for urban development (USGS, 1977).
Please submit supporting information on the evaluation of the "n" values
08/09/2013 03:58:40 AM FALSE  
66 65 RIVER-1 Reach-1 125.000000 Bridge-DN NT CHECK NT RC 01R All of the right overbank "n" values are less than 0.030.
Manning’s "n" values for the overbank areas are usually larger than 0.030 (Chow, 1959, page 113).
The "n" value(s) should be re-evaluated.
Follow the procedure on pages 17 and 54 of (FHWA, 1984) to compute the overbank "n" value for the natural floodplain.
Or follow the procedure in (USGS, 1977) to compute the "n" value for urban development.
Please submit supporting information on the evaluation of "n" value.
08/09/2013 03:58:40 AM FALSE  
67 66 RIVER-1 Reach-1 120.000000 NT CHECK NT TL 01S2 This is Section2 of a hydraulic structure. The contraction and expansion loss coefficients are 0.1 and 0.3. They should be equal to 0.3 and 0.5, respectively, for typical structure sections according to page 5-8 of the HEC-RAS Hydraulic Reference Manual (HEC, 2010). 08/09/2013 03:58:40 AM FALSE  
68 67 RIVER-1 Reach-1 100.000000 NT CHECK NT RC 05 The left overbank n-value of 0.03 and the right overbank
n-value of 0.03 are less than or equal to the channel n-value of 0.03.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE  
69 68 RIVER-1 Reach-1 90.000000 NT CHECK NT RC 05 The left overbank n-value of 0.03 and the right overbank
n-value of 0.03 are less than or equal to the channel n-value of 0.03.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE  
70 69 RIVER-1 Reach-1 80.000000 NT CHECK NT RC 05 The left overbank n-value of 0.03 and the right overbank
n-value of 0.03 are less than or equal to the channel n-value of 0.03.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values
08/09/2013 03:58:40 AM FALSE  
71 70 RIVER-1 Reach-1 70.000000 NT CHECK NT RC 05 The left overbank n-value of 0.03 and the right overbank
n-value of 0.03 are less than or equal to the channel n-value of 0.03.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE  
72 71 RIVER-1 Reach-1 60.000000 NT CHECK NT RC 05 The left overbank n-value of 0.03 and the right overbank
n-value of 0.03 are less than or equal to the channel n-value of 0.03.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE  
73 72 RIVER-1 Reach-1 50.000000 NT CHECK NT RC 05 The left overbank n-value of 0.03 and the right overbank
n-value of 0.03 are less than or equal to the channel n-value of 0.03.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE  
74 73 RIVER-1 Reach-1 40.000000 NT CHECK NT RC 05 The left overbank n-value of 0.03 and the right overbank
n-value of 0.03 are less than or equal to the channel n-value of 0.03.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE  
75 74 RIVER-1 Reach-1 30.000000 NT CHECK NT RC 05 The left overbank n-value of 0.03 and the right overbank
n-value of 0.03 are less than or equal to the channel n-value of 0.03.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values
08/09/2013 03:58:40 AM FALSE  
76 75 RIVER-1 Reach-1 20.000000 NT CHECK NT RC 05 The left overbank n-value of 0.03 and the right overbank
n-value of 0.03 are less than or equal to the channel n-value of 0.03.
Follow the procedure in (FHWA, 1984) to compute the n-value for the natural floodplain and the channel.
Or follow the procedure in (USGS, 1977) to compute the n-value for urban development.
Please submit supporting information on the evaluation of n-values.
08/09/2013 03:58:40 AM FALSE  
77 76 RIVER-1 Reach-1 295.000000 Bridge-UP NT CHECK NT RS 02BUC This is the Upstream Bridge Section (BRU). The channel n value of 0.015 for the upstream internal bridge opening section is equal to or larger than the channel n value of 0.015 at Section 3. Usually, the channel "n" value of the bridge opening section represents the area below the bridge deck and is less than the channel "n" value of Section 3.
The "n" value for Section 3 represents the natural valley channel section roughness for the reach between Section 3 and Section 4. Please change the "n" value of the internal bridge opening section or provide supporting information for the use of a higher "n" value.
08/09/2013 03:58:40 AM FALSE  
78 77 RIVER-1 Reach-1 295.000000 Bridge-DN NT CHECK NT RS 02BDC This is the Downstream Bridge Section (BRD). The channel n value of 0.015 for the downstream internal bridge opening section is equal to or larger than the channel n value of 0.015 at Section 2. Usually, the channel "n" value of the bridge opening section represents the area below the bridge deck and is less than the channel "n" value of Section 2. The "n" value for Section 2 represents the natural valley channel section roughness for the reach between Section 3 and Section 4. Please change the "n" value of the internal bridge opening section or provide supporting information for the use of the higher "n" value. 08/09/2013 03:58:40 AM FALSE  
79 78 RIVER-1 Reach-1 125.000000 Bridge-UP NT CHECK NT RS 02BUC This is the Upstream Bridge Section (BRU). The channel n value of 0.015 for the upstream internal bridge opening section is equal to or larger than the channel n value of 0.015 at Section 3. Usually, the channel "n" value of the bridge opening section represents the area below the bridge deck and is less than the channel "n" value of Section 3.
The "n" value for Section 3 represents the natural valley channel section roughness for the reach between Section 3 and Section 4. Please change the "n" value of the internal bridge opening section or provide supporting information for the use of a higher "n" value
08/09/2013 03:58:40 AM FALSE  
80 79 RIVER-1 Reach-1 125.000000 Bridge-DN NT CHECK NT RS 02BDC This is the Downstream Bridge Section (BRD). The channel n value of 0.015 for the downstream internal bridge opening section is equal to or larger than the channel n value of 0.015 at Section 2. Usually, the channel "n" value of the bridge opening section represents the area below the bridge deck and is less than the channel "n" value of Section 2. The "n" value for Section 2 represents the natural valley channel section roughness for the reach between Section 3 and Section 4. Please change the "n" value of the internal bridge opening section or provide supporting information for the use of the higher "n" value. 08/09/2013 03:58:40 AM FALSE  
81 80 RIVER-1 Reach-1 360.000000 XS CHECK XS EC 01L Cross section extended vertically. Flow Code will be EL.
The 1%-annual-chance WSEL of 1786.07 is higher than the starting GR station elevation of 1779.74.
The Left_Sta_Eff is equal to the starting GR station.
If there is divided flow then cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain.The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE  
82 81 RIVER-1 Reach-1 360.000000 XS CHECK XS EC 01R Cross section extended vertically. Flow Code will be ER.
The 1%-annual-chance WSEL of 1786.07 is higher than the ending GR station elevation of 1779.74.
The Rght_Sta_Eff is equal to the ending GR station.
If there is divided flow then the cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain. The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded
08/09/2013 03:58:41 AM FALSE  
83 82 RIVER-1 Reach-1 338.000000 XS CHECK XS EC 01L Cross section extended vertically. Flow Code will be EL.
The 1%-annual-chance WSEL of 1784.21 is higher than the starting GR station elevation of 1775.17.
The Left_Sta_Eff is equal to the starting GR station.
If there is divided flow then cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain.The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE  
84 83 RIVER-1 Reach-1 338.000000 XS CHECK XS EC 01R Cross section extended vertically. Flow Code will be ER.
The 1%-annual-chance WSEL of 1784.21 is higher than the ending GR station elevation of 1775.17.
The Rght_Sta_Eff is equal to the ending GR station.
If there is divided flow then the cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain. The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE  
85 84 RIVER-1 Reach-1 310.000000 XS CHECK XS EC 01L Cross section extended vertically. Flow Code will be EL.
The 1%-annual-chance WSEL of 1779.56 is higher than the starting GR station elevation of 1779.06.
The Left_Sta_Eff is equal to the starting GR station.
If there is divided flow then cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain.The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded
08/09/2013 03:58:41 AM FALSE  
86 85 RIVER-1 Reach-1 310.000000 XS CHECK XS EC 01R Cross section extended vertically. Flow Code will be ER.
The 1%-annual-chance WSEL of 1779.56 is higher than the ending GR station elevation of 1779.06.
The Rght_Sta_Eff is equal to the ending GR station.
If there is divided flow then the cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain. The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded
08/09/2013 03:58:41 AM FALSE  
87 86 RIVER-1 Reach-1 300.000000 XS CHECK XS EC 01L Cross section extended vertically. Flow Code will be EL.
The 1%-annual-chance WSEL of 1779.42 is higher than the starting GR station elevation of 1777.06.
The Left_Sta_Eff is equal to the starting GR station.
If there is divided flow then cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain.The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded
08/09/2013 03:58:41 AM FALSE  
88 87 RIVER-1 Reach-1 300.000000 XS CHECK XS EC 01R Cross section extended vertically. Flow Code will be ER.
The 1%-annual-chance WSEL of 1779.42 is higher than the ending GR station elevation of 1777.61.
The Rght_Sta_Eff is equal to the ending GR station.
If there is divided flow then the cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain. The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded
08/09/2013 03:58:41 AM FALSE  
89 88 RIVER-1 Reach-1 295.000000 Bridge-UP XS CHECK XS EC 01BUL Cross section extended vertically. Flow Code will be EL.
The 1%-annual-chance WSEL of 1779.42 is higher than the starting combined GR and Road station elevation of 1777.06.
The Left_Sta_Eff is equal to the starting GR station.
Section 3 and/or the Road section should be expanded to cover the 1%-annual-chance floodplain.
The HEC-RAS geometry file may need to be recreated using a GIS program.
Or use the lid option at the upstream and downstream internal sections and a lateral
weir to determine the amount of overflow down the roadway.
Or provide explanation why the cross section should not be expanded
08/09/2013 03:58:41 AM FALSE  
90 89 RIVER-1 Reach-1 295.000000 Bridge-UP XS CHECK XS EC 01BUR Cross section extended vertically. Flow Code will be ER.
The 1%-annual-chance WSEL of 1779.42 is higher than the ending combined GR and Road station elevation of 1777.61.
The Rght_Sta_Eff is equal to the ending GR station.
Section 3 and/or the Road section should be expanded to cover the 1%-annual-chance floodplain.
The HEC-RAS geometry file may need to be recreated using a GIS program.
Or use the lid option at the upstream and downstream internal sections and a lateral
weir to determine the amount of overflow down the roadway.
Or provide explanation why the cross section should not be expanded
08/09/2013 03:58:41 AM FALSE  
91 90 RIVER-1 Reach-1 295.000000 Bridge-DN XS CHECK XS EC 01BDL Cross section extended vertically. Flow Code willbe ER.
The 1%-annual-chance WSEL of 1779.42 is higher than the starting combined GR and Road station elevation of 1777.86.
The Left_Sta_Eff is equal to the starting GR station.
Section 2 and/or the Road section should be expanded to cover the 1%-annual-chance floodplain.
The HEC-RAS geometry file may need to be recreated using a GIS program.
Or use the lid option at the upstream and downstream internal sections and a lateral
weir to determine the amount of overflow down the roadway.
Or provide explanation why the cross section should not be expanded
08/09/2013 03:58:41 AM FALSE  
92 91 RIVER-1 Reach-1 295.000000 Bridge-DN XS CHECK XS EC 01BDR Cross section extended vertically. Flow Code will be ER.
The 1%-annual-chance WSEL of 1779.42 is higher than the ending combined GR and Road station elevation of 1777.03.
The Rght_Sta_Eff is equal to the ending GR station.
Section 2 and/or the Road section should be expanded to cover the 1%-annual-chance floodplain.
The HEC-RAS geometry file may need to be recreated using a GIS program.
Or use the lid option at the upstream and downstream internal sections and a lateral
weir to determine the amount of overflow down the roadway.
Or provide explanation why the cross section should not be expanded
08/09/2013 03:58:41 AM FALSE  
93 92 RIVER-1 Reach-1 290.000000 XS CHECK XS CD 01 Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C".
The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate.
08/09/2013 03:58:41 AM FALSE  
94 93 RIVER-1 Reach-1 150.000000 XS CHECK XS EC 01L Cross section extended vertically. Flow Code will be EL.
The 1%-annual-chance WSEL of 1734.75 is higher than the starting GR station elevation of 1734.26.
The Left_Sta_Eff is equal to the starting GR station.
If there is divided flow then cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain.The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE  
95 94 RIVER-1 Reach-1 150.000000 XS CHECK XS EC 01R Cross section extended vertically. Flow Code will be ER.
The 1%-annual-chance WSEL of 1734.75 is higher than the ending GR station elevation of 1733.69.
The Rght_Sta_Eff is equal to the ending GR station.
If there is divided flow then the cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain. The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded
08/09/2013 03:58:41 AM FALSE  
96 95 RIVER-1 Reach-1 140.000000 XS CHECK XS EC 01L Cross section extended vertically. Flow Code will be EL.
The 1%-annual-chance WSEL of 1734.94 is higher than the starting GR station elevation of 1731.76.
The Left_Sta_Eff is equal to the starting GR station.
If there is divided flow then cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain.The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE  
97 96 RIVER-1 Reach-1 140.000000 XS CHECK XS EC 01R Cross section extended vertically. Flow Code will be ER.
The 1%-annual-chance WSEL of 1734.94 is higher than the ending GR station elevation of 1730.44.
The Rght_Sta_Eff is equal to the ending GR station.
If there is divided flow then the cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain. The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE  
98 97 RIVER-1 Reach-1 130.000000 XS CHECK XS EC 01L Cross section extended vertically. Flow Code will be EL.
The 1%-annual-chance WSEL of 1734.72 is higher than the starting GR station elevation of 1730.86.
The Left_Sta_Eff is equal to the starting GR station.
If there is divided flow then cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain.The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded
08/09/2013 03:58:41 AM FALSE  
99 98 RIVER-1 Reach-1 130.000000 XS CHECK XS EC 01R Cross section extended vertically. Flow Code will be ER.
The 1%-annual-chance WSEL of 1734.72 is higher than the ending GR station elevation of 1730.95.
The Rght_Sta_Eff is equal to the ending GR station.
If there is divided flow then the cross section should be trimmed or the ineffective flow station should be used to block the divided flow.
If there is no divided flow then the cross section should be expanded to cover
the 1%-annual-chance floodplain. The HEC-RAS geometry file may need to be recreated using a GIS program.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE  
100 99 RIVER-1 Reach-1 125.000000 Bridge-UP XS CHECK XS EC 01BUL Cross section extended vertically. Flow Code will be EL.
The 1%-annual-chance WSEL of 1734.72 is higher than the starting combined GR and Road station elevation of 1730.86.
The Left_Sta_Eff is equal to the starting GR station.
Section 3 and/or the Road section should be expanded to cover the 1%-annual-chance floodplain.
The HEC-RAS geometry file may need to be recreated using a GIS program.
Or use the lid option at the upstream and downstream internal sections and a lateral
weir to determine the amount of overflow down the roadway.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE  
101 100 RIVER-1 Reach-1 125.000000 Bridge-UP XS CHECK XS EC 01BUR Cross section extended vertically. Flow Code will be ER.
The 1%-annual-chance WSEL of 1734.72 is higher than the ending combined GR and Road station elevation of 1730.95.
The Rght_Sta_Eff is equal to the ending GR station.
Section 3 and/or the Road section should be expanded to cover the 1%-annual-chance floodplain.
The HEC-RAS geometry file may need to be recreated using a GIS program.
Or use the lid option at the upstream and downstream internal sections and a lateral
weir to determine the amount of overflow down the roadway.
Or provide explanation why the cross section should not be expanded
08/09/2013 03:58:41 AM FALSE  
102 101 RIVER-1 Reach-1 125.000000 Bridge-DN XS CHECK XS EC 01BDL Cross section extended vertically. Flow Code willbe ER.
The 1%-annual-chance WSEL of 1734.67 is higher than the starting combined GR and Road station elevation of 1732.56.
The Left_Sta_Eff is equal to the starting GR station.
Section 2 and/or the Road section should be expanded to cover the 1%-annual-chance floodplain.
The HEC-RAS geometry file may need to be recreated using a GIS program.
Or use the lid option at the upstream and downstream internal sections and a lateral
weir to determine the amount of overflow down the roadway.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE  
103 102 RIVER-1 Reach-1 125.000000 Bridge-DN XS CHECK XS EC 01BDR Cross section extended vertically. Flow Code will be ER.
The 1%-annual-chance WSEL of 1734.67 is higher than the ending combined GR and Road station elevation of 1730.26.
The Rght_Sta_Eff is equal to the ending GR station.
Section 2 and/or the Road section should be expanded to cover the 1%-annual-chance floodplain.
The HEC-RAS geometry file may need to be recreated using a GIS program.
Or use the lid option at the upstream and downstream internal sections and a lateral
weir to determine the amount of overflow down the roadway.
Or provide explanation why the cross section should not be expanded.
08/09/2013 03:58:41 AM FALSE  
104 103 RIVER-1 Reach-1 120.000000 XS CHECK XS CD 01 Critical Depth occurs at 1%-annual-chance flood. Flow Code will be "C".
The Ineffective flow option is used. The Ineffective Flow elevation is equal to or higher than the Critical WSEL. Please investigate whether this selection is appropriate
08/09/2013 03:58:41 AM FALSE  
105 104         XS CHECK <table class='sum'><tr><th class='sum'>River</th><th class='sum'>Reach</th><th class='sum'>RS</th><th class='sum'>Struc</th><th class='sum'>Len Lob</th><th class='sum'>Len Chl</th><th class='sum'>Len Rob</th><th class='sum'>TopwdthAct</th><th class='sum'>Q Total</th><th class='sum'>Flow Code</th></tr><tr><td class='sum'>RIVER-1</td><td class='sum'>Reach-1</td><td class='sum'>390</td><td class='sum'>&nbsp</td><td class='sum'>420.9</td><td class='sum'>420.9</td><td class='sum'>420.21</td><td class='sum'>67</td><td class='sum'>6300</td><td class='sum'>EL,ER,C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>380</td><td class='sum'>&nbsp</td><td class='sum'>170</td><td class='sum'>170.96</td><td class='sum'>173</td><td class='sum'>67</td><td class='sum'>6300</td><td class='sum'>EL,ER,C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>370</td><td class='sum'>&nbsp</td><td class='sum'>222</td><td class='sum'>232.15</td><td class='sum'>238</td><td class='sum'>67</td><td class='sum'>6300</td><td class='sum'>EL,ER,C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>360</td><td class='sum'>&nbsp</td><td class='sum'>323</td><td class='sum'>314.29</td><td class='sum'>310</td><td class='sum'>67</td><td class='sum'>6300</td><td class='sum'>EL,ER,C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>350</td><td class='sum'>&nbsp</td><td class='sum'>439</td><td class='sum'>436.71</td><td class='sum'>435</td><td class='sum'>67</td><td class='sum'>6300</td><td class='sum'>EL,ER,C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>340</td><td class='sum'>&nbsp</td><td class='sum'>85</td><td class='sum'>85</td><td class='sum'>85</td><td class='sum'>70</td><td class='sum'>6300</td><td class='sum'>EL,ER</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>338</td><td class='sum'>&nbsp</td><td class='sum'>95</td><td class='sum'>95</td><td class='sum'>95</td><td class='sum'>70</td><td class='sum'>6300</td><td class='sum'>EL,ER</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>337</td><td class='sum'>&nbsp</td><td class='sum'>60</td><td class='sum'>60</td><td class='sum'>60</td><td class='sum'>163.59</td><td class='sum'>6300</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>335</td><td class='sum'>&nbsp</td><td class='sum'>40</td><td class='sum'>40</td><td class='sum'>40</td><td class='sum'>78.96</td><td class='sum'>6300</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>334</td><td class='sum'>&nbsp</td><td class='sum'>210</td><td class='sum'>210</td><td class='sum'>210</td><td class='sum'>113.75</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>330</td><td class='sum'>&nbsp</td><td class='sum'>343.49</td><td class='sum'>343.49</td><td class='sum'>343.49</td><td class='sum'>75.88</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>320</td><td class='sum'>&nbsp</td><td class='sum'>489.89</td><td class='sum'>489.1</td><td class='sum'>487.69</td><td class='sum'>121.21</td><td class='sum'>6300</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>310</td><td class='sum'>&nbsp</td><td class='sum'>102.64</td><td class='sum'>100.28</td><td class='sum'>105.7</td><td class='sum'>198.8</td><td class='sum'>6300</td><td class='sum'>EL,ER</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>300</td><td class='sum'>&nbsp</td><td class='sum'>102.54</td><td class='sum'>102.75</td><td class='sum'>98.55</td><td class='sum'>147.13</td><td class='sum'>6300</td><td class='sum'>EL,ER,BL,IL,IR</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>295</td><td class='sum'>Bridge-UP</td><td class='sum'>102.55</td><td class='sum'>102.55</td><td class='sum'>102.55</td><td class='sum'>147.13</td><td class='sum'>6300</td><td class='sum'>EL,ER</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>295</td><td class='sum'>Bridge-DN</td><td class='sum'>102.54</td><td class='sum'>102.75</td><td class='sum'>98.55</td><td class='sum'>160.59</td><td class='sum'>6300</td><td class='sum'>EL,ER</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>290</td><td class='sum'>&nbsp</td><td class='sum'>14.68</td><td class='sum'>14.95</td><td class='sum'>12.7</td><td class='sum'>102.93</td><td class='sum'>6300</td><td class='sum'>C,BL,IL,IR</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>280</td><td class='sum'>&nbsp</td><td class='sum'>1</td><td class='sum'>1</td><td class='sum'>1</td><td class='sum'>105.61</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>270</td><td class='sum'>&nbsp</td><td class='sum'>33.84</td><td class='sum'>21.92</td><td class='sum'>8.99</td><td class='sum'>104.79</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>260</td><td class='sum'>&nbsp</td><td class='sum'>1</td><td class='sum'>1</td><td class='sum'>1</td><td class='sum'>128.69</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>250</td><td class='sum'>&nbsp</td><td class='sum'>57.45</td><td class='sum'>58.6</td><td class='sum'>58.44</td><td class='sum'>110.06</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>240</td><td class='sum'>&nbsp</td><td class='sum'>496.31</td><td class='sum'>492</td><td class='sum'>488.69</td><td class='sum'>116.9</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>230</td><td class='sum'>&nbsp</td><td class='sum'>490.46</td><td class='sum'>494.76</td><td class='sum'>498.91</td><td class='sum'>86.42</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>220</td><td class='sum'>&nbsp</td><td class='sum'>464.69</td><td class='sum'>476.72</td><td class='sum'>489.34</td><td class='sum'>91.43</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>210</td><td class='sum'>&nbsp</td><td class='sum'>499.74</td><td class='sum'>500.38</td><td class='sum'>500.05</td><td class='sum'>83.9</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>200</td><td class='sum'>&nbsp</td><td class='sum'>494.16</td><td class='sum'>495.37</td><td class='sum'>496.56</td><td class='sum'>104.43</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>190</td><td class='sum'>&nbsp</td><td class='sum'>499.18</td><td class='sum'>497.74</td><td class='sum'>497.1</td><td class='sum'>108.54</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>180</td><td class='sum'>&nbsp</td><td class='sum'>490.6</td><td class='sum'>491.83</td><td class='sum'>492.37</td><td class='sum'>127.67</td><td class='sum'>6300</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>170</td><td class='sum'>&nbsp</td><td class='sum'>486.67</td><td class='sum'>487.26</td><td class='sum'>487.82</td><td class='sum'>130.94</td><td class='sum'>6300</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>160</td><td class='sum'>&nbsp</td><td class='sum'>501.43</td><td class='sum'>501.51</td><td class='sum'>502.7</td><td class='sum'>135.91</td><td class='sum'>6300</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>150</td><td class='sum'>&nbsp</td><td class='sum'>491.39</td><td class='sum'>489.94</td><td class='sum'>488.88</td><td class='sum'>169.72</td><td class='sum'>6300</td><td class='sum'>EL,ER</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>140</td><td class='sum'>&nbsp</td><td class='sum'>64.74</td><td class='sum'>64.14</td><td class='sum'>64.09</td><td class='sum'>343.83</td><td class='sum'>6400</td><td class='sum'>EL,ER,BL,IL,IR</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>130</td><td class='sum'>&nbsp</td><td class='sum'>120.77</td><td class='sum'>119.69</td><td class='sum'>117.86</td><td class='sum'>174.35</td><td class='sum'>6400</td><td class='sum'>EL,ER,BL,IL,IR</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>125</td><td class='sum'>Bridge-UP</td><td class='sum'>119.49</td><td class='sum'>119.49</td><td class='sum'>119.49</td><td class='sum'>174.35</td><td class='sum'>6400</td><td class='sum'>EL,ER</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>125</td><td class='sum'>Bridge-DN</td><td class='sum'>120.77</td><td class='sum'>119.69</td><td class='sum'>117.86</td><td class='sum'>146.34</td><td class='sum'>6400</td><td class='sum'>EL,ER</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>120</td><td class='sum'>&nbsp</td><td class='sum'>88.77</td><td class='sum'>90.11</td><td class='sum'>93.13</td><td class='sum'>107</td><td class='sum'>6400</td><td class='sum'>C,BL,IL,IR</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>110</td><td class='sum'>&nbsp</td><td class='sum'>25.99</td><td class='sum'>25.69</td><td class='sum'>26.18</td><td class='sum'>106.32</td><td class='sum'>6400</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>100</td><td class='sum'>&nbsp</td><td class='sum'>289.86</td><td class='sum'>295.13</td><td class='sum'>299.75</td><td class='sum'>104.31</td><td class='sum'>6400</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>90</td><td class='sum'>&nbsp</td><td class='sum'>495.14</td><td class='sum'>482.19</td><td class='sum'>465.14</td><td class='sum'>110.92</td><td class='sum'>6400</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>80</td><td class='sum'>&nbsp</td><td class='sum'>455.76</td><td class='sum'>470.68</td><td class='sum'>481.96</td><td class='sum'>115.54</td><td class='sum'>6400</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>70</td><td class='sum'>&nbsp</td><td class='sum'>493.27</td><td class='sum'>497.95</td><td class='sum'>498.08</td><td class='sum'>97.06</td><td class='sum'>6400</td><td class='sum'>C</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>60</td><td class='sum'>&nbsp</td><td class='sum'>499.62</td><td class='sum'>499.27</td><td class='sum'>502.1</td><td class='sum'>396.88</td><td class='sum'>6400</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>50</td><td class='sum'>&nbsp</td><td class='sum'>334.29</td><td class='sum'>305.6</td><td class='sum'>277.63</td><td class='sum'>143.21</td><td class='sum'>6400</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>40</td><td class='sum'>&nbsp</td><td class='sum'>500.14</td><td class='sum'>491.57</td><td class='sum'>481.13</td><td class='sum'>153.78</td><td class='sum'>6400</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>30</td><td class='sum'>&nbsp</td><td class='sum'>494.86</td><td class='sum'>498.03</td><td class='sum'>503.84</td><td class='sum'>125.09</td><td class='sum'>6400</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>20</td><td class='sum'>&nbsp</td><td class='sum'>483.22</td><td class='sum'>488.53</td><td class='sum'>497.54</td><td class='sum'>114.06</td><td class='sum'>6400</td><td class='sum'>&nbsp</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>10</td><td class='sum'>&nbsp</td><td class='sum'>0</td><td class='sum'>0</td><td class='sum'>0</td><td class='sum'>119.62</td><td class='sum'>6400</td><td class='sum'>&nbsp</td></tr></table> 08/09/2013 03:58:41 AM FALSE  
106 105         MPCHECK <table class='sum'><tr><th class='sum'>River</th><th class='sum'>Reach</th><th class='sum'>RS</th><th class='sum'>WSEL</th><th class='sum'>Q Total</th><th class='sum'>Top Wdth Act</th><th class='sum'>Vel Head</th><th class='sum'>Profile</th></tr></table> 08/09/2013 03:58:41 AM FALSE  
107 106 RIVER-1 Reach-1 295.000000 Bridge STRUCTURE CHECK 00001 <hr><table class='sum'><tr><td class='sum' style='font-weight:bold'>River/Reach:</td><td class='sum'>RIVER-1, Reach-1</td></tr><tr><td class='sum' style='font-weight:bold'>River Station:</td><td class='sum'>295</td></tr><tr><td class='sum' style='font-weight:bold'>Type Of Structure:</td><td class='sum'>Bridge</td></tr><tr><td class='sum' style='font-weight:bold'>Description:</td><td class='sum'>Bridge #2</td></tr><tr><td class='sum' style='font-weight:bold'>Distance from Upstream XS:</td><td class='sum'>0.1</td></tr><tr><td class='sum' style='font-weight:bold'>Deck/Roadway Width:</td><td class='sum'>102.55</td></tr><tr><td class='sum' style='font-weight:bold'>Weir Coefficient:</td><td class='sum'>2.6</td></tr><tr><td class='sum' style='font-weight:bold'>Maximum allowable submergence for weir flow:</td><td class='sum'>0.95</td></tr><tr><td class='sum' style='font-weight:bold'>Elevation at which weir flow begins:</td><td class='sum'>1779.18</td></tr><tr><td class='sum' style='font-weight:bold'>Weir crest shape:</td><td class='sum'>Broadcrested</td></tr></table><br> 08/09/2013 03:58:41 AM FALSE  
108 107 RIVER-1 Reach-1 295.000000 Bridge STRUCTURE CHECK 00002 <table class='sum' title=''><tr><th class='sum'>Section</th><th class='sum'>River Station</th><th class='sum'>Length Channel</th><th class='sum'>WSEL</th><th class='sum'>EGEL</th><th class='sum'>TopWidthActual</th><th class='sum'>Frequency</th></tr><tr><td class='sum'>4</td><td class='sum'>310</td><td class='sum'>100.28</td><td class='sum'>1779.56</td><td class='sum'>1779.98</td><td class='sum'>198.8</td><td class='sum'>1%-annual-chance</td></tr><tr><td class='sum'>3</td><td class='sum'>300</td><td class='sum'>102.75</td><td class='sum'>1779.42</td><td class='sum'>1779.95</td><td class='sum'>147.13</td><td class='sum'>1%-annual-chance</td></tr><tr><td class='sum'><FONT SIZE='-3'>Bridge-UP</FONT></td><td class='sum'>295</td><td class='sum'>102.55</td><td class='sum'>1779.42</td><td class='sum'>1779.95</td><td class='sum'>147.13</td><td class='sum'>1%-annual-chance</th></tr><tr><td class='sum'><FONT SIZE='-3'>Bridge-DN</FONT></td><td class='sum'></td><td class='sum'>102.75</td><td class='sum'>1779.42</td><td class='sum'>1779.95</td><td class='sum'>147.13</td><td class='sum'>1%-annual-chance</td></tr><tr><td class='sum'>2</td><td class='sum'>290</td><td class='sum'>14.95</td><td class='sum'>1773.71</td><td class='sum'>1776.13</td><td class='sum'>102.93</td><td class='sum'>1%-annual-chance</td></tr><tr><td class='sum'>1</td><td class='sum'>280</td><td class='sum'>1</td><td class='sum'>1779.56</td><td class='sum'>1779.98</td><td class='sum'>198.8</td><td class='sum'>1%-annual-chance</td></tr></table><br 08/09/2013 03:58:41 AM FALSE  
109 108 RIVER-1 Reach-1 295.000000 Bridge STRUCTURE CHECK 00003 <table class='sum' title='Ineffective Flow'><tr><th class='sum'>Ineffective Flow Section 4</th><th class='sum'>Ineffective Flow Section 3</th><th class='sum'>Ineffective Flow Section 2</th><th class='sum'>Ineffective Flow Section 1</th></tr><tr><td class='sum'><table width='100%' border='0' align'center'><tr><td class='sum'>Sta L</th><td class='sum'>Sta R</th><td class='sum'>Elev</th></tr></table></td><td class='sum'><table width='100%' border='0'><tr><td class='sum'>Sta L</th><td class='sum'>Sta R</th><td class='sum'>Elev</th></tr></table></td><td class='sum'><table width='100%' border='0'><tr><td class='sum'>Sta L</th><td class='sum'>Sta R</th><td class='sum'>Elev</th></tr></table></td><td class='sum'><table width='100%' border='0'><tr><td class='sum'>Sta L</th><td class='sum'>Sta R</th><td class='sum'>Elev</th></tr></table></td></tr><tr><td><table width='100%' border='0'><tr><td width='33%'></td><td width='33%'></td><td width='33%'></td></table></td><td><table width='100%' border='0'><tr><td width='33%'></td><td width='33%'>1025.54</td><td width='33%'>1777.38</td></table></td><td><table width='100%' border='0'><tr><td width='33%'></td><td width='33%'>1047.98</td><td width='33%'>1776.26</td></table></td><td><table width='100%' border='0'><tr><td width='33%'></td><td width='33%'></td><td width='33%'></td></table></td></tr><tr><td><table width='100%' border='0'><tr><td width='33%'></td><td width='33%'></td><td width='33%'></td></table></td><td><table width='100%' border='0'><tr><td width='33%'>1128.56</td><td width='33%'>1147.13</td><td width='33%'>1777.36</td></table></td><td><table width='100%' border='0'><tr><td width='33%'>1151</td><td width='33%'>1160.59</td><td width='33%'>1776.26</td></table></td><td><table width='100%' border='0'><tr><td width='33%'></td><td width='33%'></td><td width='33%'></td></table></td></tr></table><br 08/09/2013 03:58:41 AM FALSE  
110 109 RIVER-1 Reach-1 295.000000 Bridge-UP STRUCTURE CHECK ST DT 03 This is (Bridge-UP) section.
The Contraction Length is longer than the Expansion Length.
Section 4 channel distance of 100.28 is longer than
Section 2 channel distance of 14.95.
Section 4 and Section 1 should be relocated.
The HEC-RAS geometry file may need to be recreated using a GIS program
08/09/2013 03:58:41 AM FALSE  
111 110 RIVER-1 Reach-1 295.000000 Bridge-UP STRUCTURE CHECK ST DT 01B This is (Bridge-UP). 'Upstream Dist' of 0.1 in "Bridge Width Table" is less than the height of the bridge opening of 6. This indicates that Section 3 may not be placed at the foot of the road embankment or wing walls and may not represent the natural valley cross section.
Section 3 should be relocated or provide a statement that it represents the natural valley cross section.
The HEC-RAS geometry file may need to be recreated using a GIS program.
Lengths at Sections 4, 3 and 2 and 'Upstream Dist' should be adjusted.
08/09/2013 03:58:41 AM FALSE  
112 111 RIVER-1 Reach-1 295.000000 Bridge-UP STRUCTURE CHECK BR PW 01 This is a Bridge Section. The selected profile is 1%-annual-chance. Type of flow is sluice gate pressure and weir flow because, 1. EGEL 3 of 1779.95 is greater than MinTopRd of 1779.18 . 2. EGEL 3 of 1779.95 is equal to or greater than MxLoCdU of 1775.18. 3. WSEL 2 of 1773.71 is less than MxLoCdD of 1775.18 . 08/09/2013 03:58:41 AM FALSE  
113 112 RIVER-1 Reach-1 295.000000 Bridge-DN STRUCTURE CHECK ST DT 02B This is (Bridge-DN). 'Downstream Dist' of 0.1 in 'Bridge Width Table' is less than the height of the bridge opening of 6. This indicates that Section 2 may not be placed at the foot of the road embankment or wing walls and may not represent the natural valley cross section.
Section 2 should be relocated or provide a statement that it represents the natural valley cross section.
A HEC-RAS geometry file may need to be recreated using a GIS program.
Lengths at Sections 3 and 2 should be adjusted.
08/09/2013 03:58:41 AM FALSE  
114 113 RIVER-1 Reach-1 290.000000 Bridge STRUCTURE CHECK ST IF 03S2L This is Section 2.
The selected profile is 1%-annual-chance.
Weir flow occurs at (Bridge-DN).
However, the left ineffective flow elevation of 1776.26 at the left ineffective flow station 1047.98 is equal to or higher than the WSEL of 1773.71.
The ineffective flow elevation should be lower than the WSEL at Section 2.
08/09/2013 03:58:41 AM FALSE  
115 114 RIVER-1 Reach-1 290.000000 Bridge STRUCTURE CHECK ST IF 03S2R This is Section 2.
The selected profile is 1%-annual-chance.
Weir flow occurs at (Bridge-DN).
However, the right ineffective flow elevation of 1776.26 at the right ineffective flow station 1151 is equal to or higher than the WSEL of 1773.71.
The ineffective flow elevation should be lower than the WSEL at Section 2
08/09/2013 03:58:41 AM FALSE  
116 115 RIVER-1 Reach-1 125.000000 Bridge STRUCTURE CHECK 00001 <hr><table class='sum'><tr><td class='sum' style='font-weight:bold'>River/Reach:</td><td class='sum'>RIVER-1, Reach-1</td></tr><tr><td class='sum' style='font-weight:bold'>River Station:</td><td class='sum'>125</td></tr><tr><td class='sum' style='font-weight:bold'>Type Of Structure:</td><td class='sum'>Bridge</td></tr><tr><td class='sum' style='font-weight:bold'>Description:</td><td class='sum'>Bridge #1</td></tr><tr><td class='sum' style='font-weight:bold'>Distance from Upstream XS:</td><td class='sum'>0.1</td></tr><tr><td class='sum' style='font-weight:bold'>Deck/Roadway Width:</td><td class='sum'>119.49</td></tr><tr><td class='sum' style='font-weight:bold'>Weir Coefficient:</td><td class='sum'>2.6</td></tr><tr><td class='sum' style='font-weight:bold'>Maximum allowable submergence for weir flow:</td><td class='sum'>0.95</td></tr><tr><td class='sum' style='font-weight:bold'>Elevation at which weir flow begins:</td><td class='sum'>1733.69</td></tr><tr><td class='sum' style='font-weight:bold'>Weir crest shape:</td><td class='sum'>Broadcrested</td></tr></table><br> 08/09/2013 03:58:41 AM FALSE  
117 116 RIVER-1 Reach-1 125.000000 Bridge STRUCTURE CHECK 00002 <table class='sum' title=''><tr><th class='sum'>Section</th><th class='sum'>River Station</th><th class='sum'>Length Channel</th><th class='sum'>WSEL</th><th class='sum'>EGEL</th><th class='sum'>TopWidthActual</th><th class='sum'>Frequency</th></tr><tr><td class='sum'>4</td><td class='sum'>140</td><td class='sum'>64.14</td><td class='sum'>1734.94</td><td class='sum'>1735.28</td><td class='sum'>343.83</td><td class='sum'>1%-annual-chance</td></tr><tr><td class='sum'>3</td><td class='sum'>130</td><td class='sum'>119.69</td><td class='sum'>1734.72</td><td class='sum'>1735.25</td><td class='sum'>174.35</td><td class='sum'>1%-annual-chance</td></tr><tr><td class='sum'><FONT SIZE='-3'>Bridge-UP</FONT></td><td class='sum'>125</td><td class='sum'>119.49</td><td class='sum'>1734.72</td><td class='sum'>1735.25</td><td class='sum'>174.35</td><td class='sum'>1%-annual-chance</th></tr><tr><td class='sum'><FONT SIZE='-3'>Bridge-DN</FONT></td><td class='sum'></td><td class='sum'>119.69</td><td class='sum'>1734.72</td><td class='sum'>1735.25</td><td class='sum'>174.35</td><td class='sum'>1%-annual-chance</td></tr><tr><td class='sum'>2</td><td class='sum'>120</td><td class='sum'>90.11</td><td class='sum'>1728.98</td><td class='sum'>1731.37</td><td class='sum'>107</td><td class='sum'>1%-annual-chance</td></tr><tr><td class='sum'>1</td><td class='sum'>110</td><td class='sum'>25.69</td><td class='sum'>1734.94</td><td class='sum'>1735.28</td><td class='sum'>343.83</td><td class='sum'>1%-annual-chance</td></tr></table><br 08/09/2013 03:58:41 AM FALSE  
118 117 RIVER-1 Reach-1 125.000000 Bridge STRUCTURE CHECK 00003 <table class='sum' title='Ineffective Flow'><tr><th class='sum'>Ineffective Flow Section 4</th><th class='sum'>Ineffective Flow Section 3</th><th class='sum'>Ineffective Flow Section 2</th><th class='sum'>Ineffective Flow Section 1</th></tr><tr><td class='sum'><table width='100%' border='0' align'center'><tr><td class='sum'>Sta L</th><td class='sum'>Sta R</th><td class='sum'>Elev</th></tr></table></td><td class='sum'><table width='100%' border='0'><tr><td class='sum'>Sta L</th><td class='sum'>Sta R</th><td class='sum'>Elev</th></tr></table></td><td class='sum'><table width='100%' border='0'><tr><td class='sum'>Sta L</th><td class='sum'>Sta R</th><td class='sum'>Elev</th></tr></table></td><td class='sum'><table width='100%' border='0'><tr><td class='sum'>Sta L</th><td class='sum'>Sta R</th><td class='sum'>Elev</th></tr></table></td></tr><tr><td><table width='100%' border='0'><tr><td width='33%'></td><td width='33%'>1149.72</td><td width='33%'>1730.67</td></table></td><td><table width='100%' border='0'><tr><td width='33%'></td><td width='33%'>1035.81</td><td width='33%'>1730.26</td></table></td><td><table width='100%' border='0'><tr><td width='33%'></td><td width='33%'>1029.49</td><td width='33%'>1730.26</td></table></td><td><table width='100%' border='0'><tr><td width='33%'></td><td width='33%'></td><td width='33%'></td></table></td></tr><tr><td><table width='100%' border='0'><tr><td width='33%'>1265.63</td><td width='33%'>1343.83</td><td width='33%'>1730.56</td></table></td><td><table width='100%' border='0'><tr><td width='33%'>1142.81</td><td width='33%'>1174.35</td><td width='33%'>1730.26</td></table></td><td><table width='100%' border='0'><tr><td width='33%'>1136.49</td><td width='33%'>1146.34</td><td width='33%'>1730.26</td></table></td><td><table width='100%' border='0'><tr><td width='33%'></td><td width='33%'></td><td width='33%'></td></table></td></tr></table><br 08/09/2013 03:58:41 AM FALSE  
119 118 RIVER-1 Reach-1 125.000000 Bridge-UP STRUCTURE CHECK ST DT 01B This is (Bridge-UP). 'Upstream Dist' of 0.1 in "Bridge Width Table" is less than the height of the bridge opening of 5. This indicates that Section 3 may not be placed at the foot of the road embankment or wing walls and may not represent the natural valley cross section.
Section 3 should be relocated or provide a statement that it represents the natural valley cross section.
The HEC-RAS geometry file may need to be recreated using a GIS program.
Lengths at Sections 4, 3 and 2 and 'Upstream Dist' should be adjusted
08/09/2013 03:58:41 AM FALSE  
120 119 RIVER-1 Reach-1 125.000000 Bridge-UP STRUCTURE CHECK BR PW 01 This is a Bridge Section. The selected profile is 1%-annual-chance. Type of flow is sluice gate pressure and weir flow because, 1. EGEL 3 of 1735.25 is greater than MinTopRd of 1733.69 . 2. EGEL 3 of 1735.25 is equal to or greater than MxLoCdU of 1729.79. 3. WSEL 2 of 1728.98 is less than MxLoCdD of 1729.79 . 08/09/2013 03:58:41 AM FALSE  
121 120 RIVER-1 Reach-1 125.000000 Bridge-DN STRUCTURE CHECK ST DT 02B This is (Bridge-DN). 'Downstream Dist' of 0.1 in 'Bridge Width Table' is less than the height of the bridge opening of 5. This indicates that Section 2 may not be placed at the foot of the road embankment or wing walls and may not represent the natural valley cross section.
Section 2 should be relocated or provide a statement that it represents the natural valley cross section.
A HEC-RAS geometry file may need to be recreated using a GIS program.
Lengths at Sections 3 and 2 should be adjusted.
08/09/2013 03:58:41 AM FALSE  
122 121 RIVER-1 Reach-1 120.000000 Bridge STRUCTURE CHECK ST IF 03S2L This is Section 2.
The selected profile is 1%-annual-chance.
Weir flow occurs at (Bridge-DN).
However, the left ineffective flow elevation of 1730.26 at the left ineffective flow station 1029.49 is equal to or higher than the WSEL of 1728.98.
The ineffective flow elevation should be lower than the WSEL at Section 2.
08/09/2013 03:58:41 AM FALSE  
123 122 RIVER-1 Reach-1 120.000000 Bridge STRUCTURE CHECK ST IF 03S2R This is Section 2.
The selected profile is 1%-annual-chance.
Weir flow occurs at (Bridge-DN).
However, the right ineffective flow elevation of 1730.26 at the right ineffective flow station 1136.49 is equal to or higher than the WSEL of 1728.98.
The ineffective flow elevation should be lower than the WSEL at Section 2.
08/09/2013 03:58:41 AM FALSE  
124 123         STRUCTURE CHECK <table class='sum'><tr><th class='sum'>River</th><th class='sum'>Reach</th><th class='sum'>RS</th><th class='sum'>MaxLoChord</th><th class='sum'>MnTpRd</th><th class='sum'>EGEL</th><th class='sum'>WSEL</th><th class='sum'>MinChEl</th><th class='sum'>Structure</th></tr><tr><td class='sum'>RIVER-1</td><td class='sum'>Reach-1</td><td class='sum'>390</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1793.18</td><td class='sum'>1786.51</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>380</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1790.68</td><td class='sum'>1784.01</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>370</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1787.23</td><td class='sum'>1780.56</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>360</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1786.07</td><td class='sum'>1779.41</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>350</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1784.5</td><td class='sum'>1777.83</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>340</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1783.98</td><td class='sum'>1775.65</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>338</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1784.21</td><td class='sum'>1775.17</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>337</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1784.67</td><td class='sum'>1774.8</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>335</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1784.11</td><td class='sum'>1774.45</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>334</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1782.79</td><td class='sum'>1774.4</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>330</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1779.43</td><td class='sum'>1772.85</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>320</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1778.93</td><td class='sum'>1771.5</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>310</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1779.56</td><td class='sum'>1770.04</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>300</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1779.42</td><td class='sum'>1769.18</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>295</td><td class='sum'>1775.18</td><td class='sum'>1779.18</td><td class='sum'>1779.95</td><td class='sum'>1779.42</td><td class='sum'>1769.18</td><td class='sum'>Bridge-UP</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>295</td><td class='sum'>1775.18</td><td class='sum'>1779.18</td><td class='sum'>1779.8</td><td class='sum'>1779.42</td><td class='sum'>1768.81</td><td class='sum'>Bridge-DN</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>290</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1773.71</td><td class='sum'>1768.81</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>280</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1773.14</td><td class='sum'>1768.26</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>270</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1769.11</td><td class='sum'>1764.26</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>260</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1769.25</td><td class='sum'>1764.26</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>250</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1765.3</td><td class='sum'>1760.26</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>240</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1764.89</td><td class='sum'>1759.69</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>230</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1760.7</td><td class='sum'>1752.38</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>220</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1754.23</td><td class='sum'>1746.22</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>210</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1749.12</td><td class='sum'>1739.78</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>200</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1745.15</td><td class='sum'>1738.96</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>190</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1741.78</td><td class='sum'>1735.05</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>180</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1737.44</td><td class='sum'>1731.86</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>170</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1735.63</td><td class='sum'>1729.56</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>160</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1735</td><td class='sum'>1727.87</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>150</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1734.75</td><td class='sum'>1725.79</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>140</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1734.94</td><td class='sum'>1724.86</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>130</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1734.72</td><td class='sum'>1724.79</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>125</td><td class='sum'>1729.79</td><td class='sum'>1733.69</td><td class='sum'>1735.25</td><td class='sum'>1734.72</td><td class='sum'>1724.79</td><td class='sum'>Bridge-UP</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>125</td><td class='sum'>1729.79</td><td class='sum'>1733.69</td><td class='sum'>1735.16</td><td class='sum'>1734.67</td><td class='sum'>1724.16</td><td class='sum'>Bridge-DN</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>120</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1728.98</td><td class='sum'>1724.16</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>110</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1728.05</td><td class='sum'>1722.76</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>100</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1728.67</td><td class='sum'>1720.96</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>90</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1727.03</td><td class='sum'>1717.45</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>80</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1725.48</td><td class='sum'>1716.64</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>70</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1721.78</td><td class='sum'>1714.26</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>60</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1721.94</td><td class='sum'>1712.2</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>50</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1720.64</td><td class='sum'>1711.16</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>40</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1718.53</td><td class='sum'>1709.46</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>30</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1715.62</td><td class='sum'>1708.11</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>20</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1713</td><td class='sum'>1705.38</td></tr><tr><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>10</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>&nbsp</td><td class='sum'>1710.97</td><td class='sum'>1702.59</td></tr></table> 08/09/2013 03:58:41 AM FALSE  

  A B C D E F G H I J K L M N O P Q R
1 RIVER REACH RS Struc Station Hi Lo Selected SelX SelY selHi selLo centerSta nextX nextHi nextLo ID seq
2 RIVER-1 Reach-1 295.000000 Bridge-UP 1000.000000 1779.180054 1768.810059 0.000000 0.000000 0.000000 0.000000 0.000000 1025.540039 1779.180054 1768.810059 1 1
3 RIVER-1 Reach-1 295.000000 Bridge-UP 1025.540039 1779.180054 1768.810059 0.000000 0.000000 0.000000 0.000000 0.000000 1025.540039 1779.180054 1775.180054 2 2
4 RIVER-1 Reach-1 295.000000 Bridge-UP 1025.540039 1779.180054 1775.180054 0.000000 0.000000 0.000000 0.000000 0.000000 1128.560059 1779.180054 1775.180054 3 3
5 RIVER-1 Reach-1 295.000000 Bridge-UP 1128.560059 1779.180054 1775.180054 0.000000 0.000000 0.000000 0.000000 0.000000 1128.560059 1779.180054 1768.810059 4 4
6 RIVER-1 Reach-1 295.000000 Bridge-UP 1128.560059 1779.180054 1768.810059 0.000000 0.000000 0.000000 0.000000 0.000000 1147.130005 1779.180054 1768.810059 5 5
7 RIVER-1 Reach-1 295.000000 Bridge-UP 1147.130005 1779.180054 1768.810059 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 6 6
8 RIVER-1 Reach-1 295.000000 Bridge-DN 1000.000000 1779.180054 1768.810059 0.000000 0.000000 0.000000 0.000000 0.000000 1047.979980 1779.180054 1768.810059 1 7
9 RIVER-1 Reach-1 295.000000 Bridge-DN 1047.979980 1779.180054 1768.810059 0.000000 0.000000 0.000000 0.000000 0.000000 1047.979980 1779.180054 1775.180054 2 8
10 RIVER-1 Reach-1 295.000000 Bridge-DN 1047.979980 1779.180054 1775.180054 0.000000 0.000000 0.000000 0.000000 0.000000 1147.130005 1779.180054 1775.180054 3 9
11 RIVER-1 Reach-1 295.000000 Bridge-DN 1147.130005 1779.180054 1775.180054 0.000000 0.000000 0.000000 0.000000 0.000000 1151.000000 1779.180054 1775.180054 4 10
12 RIVER-1 Reach-1 295.000000 Bridge-DN 1151.000000 1779.180054 1775.180054 0.000000 0.000000 0.000000 0.000000 0.000000 1000.000000 1779.180054 1768.810059 5 11
13 RIVER-1 Reach-1 125.000000 Bridge-UP 1000.000000 1733.689941 1724.160034 0.000000 0.000000 0.000000 0.000000 0.000000 1035.810059 1733.689941 1724.160034 1 12
14 RIVER-1 Reach-1 125.000000 Bridge-UP 1035.810059 1733.689941 1724.160034 0.000000 0.000000 0.000000 0.000000 0.000000 1035.810059 1733.689941 1729.790039 2 13
15 RIVER-1 Reach-1 125.000000 Bridge-UP 1035.810059 1733.689941 1729.790039 0.000000 0.000000 0.000000 0.000000 0.000000 1142.810059 1733.689941 1729.790039 3 14
16 RIVER-1 Reach-1 125.000000 Bridge-UP 1142.810059 1733.689941 1729.790039 0.000000 0.000000 0.000000 0.000000 0.000000 1142.810059 1733.689941 1724.160034 4 15
17 RIVER-1 Reach-1 125.000000 Bridge-UP 1142.810059 1733.689941 1724.160034 0.000000 0.000000 0.000000 0.000000 0.000000 1174.349976 1733.689941 1724.160034 5 16
18 RIVER-1 Reach-1 125.000000 Bridge-UP 1174.349976 1733.689941 1724.160034 0.000000 0.000000 0.000000 0.000000 0.000000 1000.000000 1779.180054 1768.810059 6 17
19 RIVER-1 Reach-1 125.000000 Bridge-DN 1000.000000 1733.689941 1724.160034 0.000000 0.000000 0.000000 0.000000 0.000000 1029.489990 1733.689941 1724.160034 1 18
20 RIVER-1 Reach-1 125.000000 Bridge-DN 1029.489990 1733.689941 1724.160034 0.000000 0.000000 0.000000 0.000000 0.000000 1029.489990 1733.689941 1729.790039 2 19
21 RIVER-1 Reach-1 125.000000 Bridge-DN 1029.489990 1733.689941 1729.790039 0.000000 0.000000 0.000000 0.000000 0.000000 1136.489990 1733.689941 1729.790039 3 20
22 RIVER-1 Reach-1 125.000000 Bridge-DN 1136.489990 1733.689941 1729.790039 0.000000 0.000000 0.000000 0.000000 0.000000 1136.489990 1733.689941 1724.160034 4 21
23 RIVER-1 Reach-1 125.000000 Bridge-DN 1136.489990 1733.689941 1724.160034 0.000000 0.000000 0.000000 0.000000 0.000000 1174.349976 1733.689941 1724.160034 5 22
24 RIVER-1 Reach-1 125.000000 Bridge-DN 1174.349976 1733.689941 1724.160034 0.000000 0.000000 0.000000 0.000000 0.000000 1000.000000 1733.689941 1724.160034 6 23

  A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF AG AH AI AJ AK AL AM AN AO AP AQ AR AS AT AU AV AW AX AY AZ BA BB BC BD BE BF BG BH BI BJ BK BL BM BN BO BP BQ BR BS BT BU BV BW BX BY BZ CA CB CC CD CE CF CG CH CI CJ CK CL CM CN CO CP CQ CR CS CT CU CV CW CX CY CZ DA DB DC DD DE DF DG DH
1 ID RIVER REACH RS STRUC PROFILE frequency STRUCNAME STRUCTYPE RISE SPAN AREA CulvLength LAbutStU RAbutStU LAbutStD RAbutStD LMNTPRDU RMNTPRDU LMNTPRDD RMNTPRDD MNTPRDU MNTPRDD MNTPRD MXLOCDU MXLOCDD typeflow secno2 secno3 wsElv2 egElv2 wsElv3 egElv3 minChElv2 minChElv3 culvWsIn culvWsOut culvQ QGate QWeir gateName centerSta inEffStaL_Up inEffStaR_Up inEffStaL_Dn inEffStaR_Dn stagL_up stagR_up stagL_dn stagR_dn openHeightMin openHeightMax LIfStaCompU RIfStaCompU LIfStaCompD RIfStaCompD minChElv wsel critWS brOpenArea brOpenVel convTotal culvInvertUp culvInvertDn qTotal culvEntLosCoef culvExtLosCoef culvEntLoss culvNvalue culvNvalDef1 culvNvalDef2 culvTypeMaterial culvCriteria minElWeirFlow gateHeight gateOpen gateOpenHt scale chart gateqtotal frequencyOrder secno1 secno4 centerSta1 centerSta2 centerSta3 centerSta4 velhead1 velhead2 velhead3 velhead4 upstreamCenterlineStation culvert_group bridge_group mo_group openType chnl1 chnl2 chnl3 chnl4 wsElv1 wsElv4 egElv1 egElv4 topWidAct1 topWidAct2 topWidAct3 topWidAct4 topWidAct egElv chnlUp chnlDn
2 1 RIVER-1 Reach-1 125.000000 Bridge PF 1 1%-annual-chance           1035.810059 1142.810059 1029.489990 1136.489990 1733.689941 1733.689941 1733.689941 1733.689941 1733.689941 1733.689941 1733.689941 1729.790039 1729.790039 Sluicegate Pressure and Weir Flow 120.000000 130.000000 1728.979980 1731.369995 1734.719971 1735.250000 1724.160034 1724.790039 1734.719971 1728.979980 -9999.000000 -9999.000000 736.349976 1089.310059 1035.810059 1142.810059 1029.489990 1136.489990           1030.810059 1147.810059 1023.859985 1142.119995 1724.790039 1734.719971 1729.800049 500.000000 11.330000 -9999.000000   6400.000000               1733.699951   -9999.000000     1 110.000000 140.000000 1207.680054 1082.989990 1089.310059 1207.680054 0.330000 2.390000 0.530000 0.330000     1     25.690001 90.110001 119.690002 64.139999 1734.939941 1734.939941 1735.280029 1735.280029 343.829987 107.000000 174.350006 343.829987 174.350006 1735.250000 119.489998 119.690002
3 2 RIVER-1 Reach-1 295.000000 Bridge PF 1 1%-annual-chance           1025.540039 1128.560059 1047.979980 1151.000000 1779.180054 1779.180054 1779.180054 1777.030029 1779.180054 1779.180054 1779.180054 1775.180054 1775.180054 Sluicegate Pressure and Weir Flow 290.000000 300.000000 1773.709961 1776.130005 1779.420044 1779.949951 1768.810059 1769.180054 1779.420044 1773.709961 -9999.000000 -9999.000000 260.500000 1077.050049 1025.540039 1128.560059 1047.979980 1151.000000           1019.540039 1134.560181 1041.609985 1157.370117 1769.180054 1779.420044 1774.530029 539.979980 11.180000 -9999.000000   6300.000000               1779.189941   -9999.000000     1 280.000000 310.000000 1097.260010 1099.489990 1077.050049 1097.260010 0.420000 2.430000 0.520000 0.420000     1     1.000000 14.950000 102.750000 100.279999 1779.560059 1779.560059 1779.979980 1779.979980 198.800003 102.930000 147.130005 198.800003 147.130005 1779.949951 102.550003 102.750000

  A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF AG
1 RIVER REACH RS STRUC SECNO_1 SECNO_2 STRUC_1 STRUC_2 secnostruc1 secnoorder secnostruc2 staL staR staElvL staElvR oddeven group bridge_group Culvert_group typeFlow ID grrdStalst grrdStaLast grrdElvst grrdElvLast grrdStalstUp grrdStaLastUp grrdElvlstUp grrdElvLastUp grrdStalstDn grrdStaLastDn grrdElvlstDn grrdElvLastDn
2 RIVER-1 Reach-1 390.000000         0.000000 0 0.000000 116.750999 1701.000000 116.750999 1701.000000 0 0 0 0   1                        
3 RIVER-1 Reach-1 380.000000         0.000000 0 0.000000 116.750999 1701.000000 116.750999 1701.000000 0 0 0 0   2                        
4 RIVER-1 Reach-1 370.000000         0.000000 0 0.000000 116.750999 1701.000000 116.750999 1701.000000 0 0 0 0   3                        
5 RIVER-1 Reach-1 360.000000         0.000000 0 0.000000 100.000000 170.000000 100.000000 170.000000 0 0 0 0   4                        
6 RIVER-1 Reach-1 350.000000         0.000000 0 0.000000 116.750999 1701.000000 116.750999 1701.000000 0 0 0 0   5                        
7 RIVER-1 Reach-1 340.000000         0.000000 0 0.000000 1001.000000 1701.000000 1001.000000 1701.000000 0 0 0 0   6                        
8 RIVER-1 Reach-1 338.000000         0.000000 0 0.000000 0.000000 70.000000 0.000000 70.000000 0 0 0 0   7                        
9 RIVER-1 Reach-1 337.000000         0.000000 0 0.000000 -45.000000 142.000000 -45.000000 142.000000 0 0 0 0   8                        
10 RIVER-1 Reach-1 335.000000         0.000000 0 0.000000 100.000000 180.000000 100.000000 180.000000 0 0 0 0   9                        
11 RIVER-1 Reach-1 334.000000         0.000000 0 0.000000 0.000000 125.000000 0.000000 125.000000 0 0 0 0   10                        
12 RIVER-1 Reach-1 330.000000         0.000000 0 0.000000 1001.000000 1801.000000 1001.000000 1801.000000 0 0 0 0   11                        
13 RIVER-1 Reach-1 320.000000         0.000000 0 0.000000 1000.000000 1191.199951 1000.000000 1191.199951 0 0 0 0   12                        
14 RIVER-1 Reach-1 295.000000 Bridge         0.000000 0 0.000000 1000.000000 1160.589966 1000.000000 1160.589966 1 1 1 0   15                        
15 RIVER-1 Reach-1 270.000000         0.000000 0 0.000000 964.000000 1132.660034 964.000000 1132.660034 0 0 0 0   18                        
16 RIVER-1 Reach-1 260.000000         0.000000 0 0.000000 1000.000000 1187.739990 1000.000000 1187.739990 0 0 0 0   19                        
17 RIVER-1 Reach-1 250.000000         0.000000 0 0.000000 1000.000000 1190.219971 1000.000000 1190.219971 0 0 0 0   20                        
18 RIVER-1 Reach-1 240.000000         0.000000 0 0.000000 1000.000000 1280.880005 1000.000000 1280.880005 0 0 0 0   21                        
19 RIVER-1 Reach-1 230.000000         0.000000 0 0.000000 1000.000000 1205.520020 1000.000000 1205.520020 0 0 0 0   22                        
20 RIVER-1 Reach-1 220.000000         0.000000 0 0.000000 1000.000000 1199.319946 1000.000000 1199.319946 0 0 0 0   23                        
21 RIVER-1 Reach-1 210.000000         0.000000 0 0.000000 951.700012 1141.880005 951.700012 1141.880005 0 0 0 0   24                        
22 RIVER-1 Reach-1 200.000000         0.000000 0 0.000000 956.380005 1144.300049 956.380005 1144.300049 0 0 0 0   25                        
23 RIVER-1 Reach-1 190.000000         0.000000 0 0.000000 950.330017 1144.920044 950.330017 1144.920044 0 0 0 0   26                        
24 RIVER-1 Reach-1 180.000000         0.000000 0 0.000000 1000.000000 1197.859985 1000.000000 1197.859985 0 0 0 0   27                        
25 RIVER-1 Reach-1 170.000000         0.000000 0 0.000000 1000.000000 1203.329956 1000.000000 1203.329956 0 0 0 0   28                        
26 RIVER-1 Reach-1 160.000000         0.000000 0 0.000000 1000.000000 1203.670044 1000.000000 1203.670044 0 0 0 0   29                        
27 RIVER-1 Reach-1 150.000000         0.000000 0 0.000000 1000.000000 1169.719971 1000.000000 1169.719971 0 0 0 0   30                        
28 RIVER-1 Reach-1 125.000000 Bridge         0.000000 0 0.000000 1000.000000 1174.349976 1000.000000 1174.349976 2 1 1 0   33                        
29 RIVER-1 Reach-1 100.000000         0.000000 0 0.000000 1000.000000 1162.479980 1000.000000 1162.479980 0 0 0 0   36                        
30 RIVER-1 Reach-1 90.000000         0.000000 0 0.000000 1000.000000 1187.500000 1000.000000 1187.500000 0 0 0 0   37                        
31 RIVER-1 Reach-1 80.000000         0.000000 0 0.000000 1000.000000 1287.780029 1000.000000 1287.780029 0 0 0 0   38                        
32 RIVER-1 Reach-1 70.000000         0.000000 0 0.000000 1000.000000 1233.609985 1000.000000 1233.609985 0 0 0 0   39                        
33 RIVER-1 Reach-1 60.000000         0.000000 0 0.000000 1000.000000 1400.910034 1000.000000 1400.910034 0 0 0 0   40                        
34 RIVER-1 Reach-1 50.000000         0.000000 0 0.000000 1000.000000 1249.780029 1000.000000 1249.780029 0 0 0 0   41                        
35 RIVER-1 Reach-1 40.000000         0.000000 0 0.000000 1000.000000 1327.959961 1000.000000 1327.959961 0 0 0 0   42                        
36 RIVER-1 Reach-1 30.000000         0.000000 0 0.000000 1000.000000 1316.209961 1000.000000 1316.209961 0 0 0 0   43                        
37 RIVER-1 Reach-1 20.000000         0.000000 0 0.000000 1000.000000 1500.750000 1000.000000 1500.750000 0 0 0 0   44                        
38 RIVER-1 Reach-1 10.000000         0.000000 0 0.000000 1000.000000 1288.040039 1000.000000 1288.040039 0 0 0 0   45                        
39 RIVER-1 Reach-1 300.000000 3   B   295.000000 0 0.000000 1000.000000 1147.130005 1000.000000 1147.130005 0 0 0 0   14                        
40 RIVER-1 Reach-1 310.000000 4   B   295.000000 0 0.000000 1000.000000 1198.800049 1000.000000 1198.800049 0 0 0 0   13                        
41 RIVER-1 Reach-1 290.000000 2   B   295.000000 0 0.000000 1000.000000 1160.589966 1000.000000 1160.589966 0 0 0 0   16                        
42 RIVER-1 Reach-1 280.000000 1   B   295.000000 0 0.000000 1000.000000 1160.650024 1000.000000 1160.650024 0 0 0 0   17                        
43 RIVER-1 Reach-1 130.000000   3   B 0.000000 0 125.000000 1000.000000 1174.349976 1000.000000 1174.349976 0 0 0 0   32                        
44 RIVER-1 Reach-1 140.000000   4   B 0.000000 0 125.000000 1000.000000 1343.829956 1000.000000 1343.829956 0 0 0 0   31                        
45 RIVER-1 Reach-1 120.000000   2   B 0.000000 0 125.000000 1000.000000 1146.339966 1000.000000 1146.339966 0 0 0 0   34                        
46 RIVER-1 Reach-1 110.000000   1   B 0.000000 0 125.000000 1000.000000 1164.660034 1000.000000 1164.660034 0 0 0 0   35                        

  A B C D E F G H
1 RIVER REACH RS STRUC VerticalElevation VerticalSta VerticalNValue ID

  A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF AG AH AI AJ AK AL AM AN AO AP AQ AR AS AT AU AV AW AX AY AZ BA BB BC BD BE BF BG BH BI BJ BK BL BM BN BO BP BQ BR BS BT BU BV
1 RIVER REACH RS STRUC PROFILE bankStaL bankStaR RLENLOB RLENCHL RLENROB VELHEAD MAXCHLDEPTH CRITWS QTOTAL CONVRATIO TOPWIDACT EFFSTAL EFFSTAR WSEL effElevation effNum type qLob qRob qChl egslope elev_levee_L elev_levee_R opt_Levee_L opt_Levee_R opt_Block inEffNum inEffOpt inEffStaL inEffElvL inEffStaR inEffElvR frequency frequencyOrder secno1 secno2 secno3 secno4 secno_1 secno_2 NCHL sta_levee_L sta_levee_R centerSta lob_elev rob_elev ineffGrElevL ineffGrElevR ineffNumLeft ineffNumRight leveeElvGrL leveeElvGrR cumDist dist Top_W_Act_Left Top_W_Act_Right grrdStalst grrdElvlst grrdStaLast grrdElvLast ID grstalst grElvlst grStaLast grElvLast Sta_WS_Lft Sta_WS_Rgt Top_W_Left Top_W_Right
2 RIVER-1 Reach-1 337.000000 PF 1 0.000000 102.000000 60.000000 60.000000 60.000000 0.820000 9.870000 -9999.000000 6300.000000 3.020000 163.589996 -33.430000 130.160004 1784.670044 0.000000 0   5.840000 5.630000 6288.529785 0.000000                       1%-annual-chance 1                   51.000000 1784.000000 1784.000000           1755.010010 1345.619995 33.430000 28.160000 -45.000000 1784.900024 142.000000 1785.000000 8 -45.000000 1784.900024 142.000000 1785.000000 -33.430000 130.160004  
3 RIVER-1 Reach-1 335.000000 PF 1 100.000000 180.000000 40.000000 40.000000 40.000000 1.290000 9.660000 -9999.000000 6300.000000 1.920000 78.959999 100.519997 179.479996 1784.109985 0.000000 0   -9999.000000 -9999.000000 6300.000000 0.000000                       1%-annual-chance 1                   140.000000 1785.150024 1785.150024           1815.010010 1285.619995 -9999.000000 -9999.000000 100.000000 1785.150024 180.000000 1785.150024 9 100.000000 1785.150024 180.000000 1785.150024 100.519997 179.479996  
4 RIVER-1 Reach-1 320.000000 PF 1 1022.109985 1153.839966 489.890015 489.100006 487.690002 1.620000 7.430000 -9999.000000 6300.000000 0.280000 121.209999 1027.859985 1149.079956 1778.930054 0.000000 0   -9999.000000 -9999.000000 6300.000000 0.000000                       1%-annual-chance 1                   1087.969971 1780.260010 1780.239990           2408.500000 692.129883 -9999.000000 -9999.000000 1000.000000 1781.660034 1191.199951 1781.589966 12 1000.000000 1781.660034 1191.199951 1781.589966 1027.859985 1149.079956  
5 RIVER-1 Reach-1 180.000000 PF 1 1037.900024 1178.310059 490.600006 491.829987 492.369995 2.000000 5.580000 1737.290039 6300.000000 1.050000 127.669998 1041.689941 1169.349976 1737.439941 0.000000 0   -9999.000000 -9999.000000 6300.000000 0.000000                       1%-annual-chance 1                   1108.099976 1738.839966 1739.979980           6360.370117 2154.370117 -9999.000000 -9999.000000 1000.000000 1740.660034 1197.859985 1740.530029 28 1000.000000 1740.660034 1197.859985 1740.530029 1041.689941 1169.349976  
6 RIVER-1 Reach-1 160.000000 PF 1 1042.380005 1195.859985 501.429993 501.510010 502.700012 1.270000 7.130000 -9999.000000 6300.000000 0.690000 135.910004 1043.829956 1179.739990 1735.000000 0.000000 0   -9999.000000 -9999.000000 6300.000000 0.000000                       1%-annual-chance 1                   1119.119995 1735.520020 1736.260010           7339.459961 1175.280029 -9999.000000 -9999.000000 1000.000000 1736.260010 1203.670044 1738.069946 30 1000.000000 1736.260010 1203.670044 1738.069946 1043.829956 1179.739990  
7 RIVER-1 Reach-1 100.000000 PF 1 1022.270020 1132.680054 289.859985 295.130005 299.750000 1.400000 7.710000 -9999.000000 6400.000000 1.220000 104.309998 1026.670044 1130.979980 1728.670044 0.000000 0   -9999.000000 -9999.000000 6400.000000 0.000000                       1%-annual-chance 1                   1077.479980 1730.260010 1729.520020           8869.721680 235.491196 -9999.000000 -9999.000000 1000.000000 1734.260010 1162.479980 1732.260010 38 1000.000000 1734.260010 1162.479980 1732.260010 1026.670044 1130.979980  
8 RIVER-1 Reach-1 90.000000 PF 1 1056.449951 1168.180054 495.140015 482.190002 465.140015 1.850000 9.580000 -9999.000000 6400.000000 0.830000 110.919998 1046.069946 1156.989990 1727.030029 0.000000 0   0.380000 -9999.000000 6399.620117 0.000000                       1%-annual-chance 1                   1112.310059 1726.900024 1729.680054           9164.851563 530.621094 10.380000 -9999.000000 1000.000000 1728.260010 1187.500000 1730.280029 39 1000.000000 1728.260010 1187.500000 1730.280029 1046.069946 1156.989990  
9 RIVER-1 Reach-1 80.000000 PF 1 1147.290039 1269.910034 455.760010 470.679993 481.959991 1.350000 8.840000 -9999.000000 6400.000000 1.550000 115.540001 1146.229980 1261.770020 1725.479980 0.000000 0   0.000000 -9999.000000 6400.000000 0.000000                       1%-annual-chance 1                   1208.599976 1725.449951 1727.469971           9647.041992 1012.812012 1.060000 -9999.000000 1000.000000 1728.260010 1287.780029 1727.109985 40 1000.000000 1728.260010 1287.780029 1727.109985 1146.229980 1261.770020  
10 RIVER-1 Reach-1 60.000000 PF 1 1120.140015 1223.410034 499.619995 499.269989 502.100006 0.540000 9.740000 -9999.000000 6400.000000 1.430000 396.880005 1002.750000 1399.640015 1721.939941 0.000000 0   490.079987 889.210022 5020.709961 0.000000                       1%-annual-chance 1                   1171.780029 1720.270020 1718.890015           10615.669922 1981.438965 117.389999 176.229996 1000.000000 1722.260010 1400.910034 1722.260010 42 1000.000000 1722.260010 1400.910034 1722.260010 1002.750000 1399.640015  
11 RIVER-1 Reach-1 50.000000 PF 1 1066.670044 1235.550049 334.290009 305.600006 277.630005 0.950000 9.480000 -9999.000000 6400.000000 1.420000 143.210007 1074.939941 1218.140015 1720.640015 0.000000 0   -9999.000000 -9999.000000 6400.000000 0.000000                       1%-annual-chance 1                   1151.109985 1722.819946 1722.260010           11114.940430 2480.709961 -9999.000000 -9999.000000 1000.000000 1725.260010 1249.780029 1722.260010 43 1000.000000 1725.260010 1249.780029 1722.260010 1074.939941 1218.140015  
12 RIVER-1 Reach-1 40.000000 PF 1 1146.199951 1238.760010 500.140015 491.570007 481.130005 1.930000 9.070000 1718.069946 6400.000000 1.100000 153.779999 1135.619995 1289.400024 1718.530029 0.000000 0   1.280000 202.710007 6196.009766 0.000000                       1%-annual-chance 1                   1192.479980 1718.260010 1716.260010           11420.540039 2786.310059 10.580000 50.639999 1000.000000 1720.260010 1327.959961 1720.260010 44 1000.000000 1720.260010 1327.959961 1720.260010 1135.619995 1289.400024  
13 RIVER-1 Reach-1 30.000000 PF 1 1053.229980 1154.719971 494.859985 498.029999 503.839996 2.120000 7.510000 1715.260010 6400.000000 0.950000 125.089996 1028.680054 1153.770020 1715.619995 0.000000 0   27.389999 -9999.000000 6372.609863 0.010000                       1%-annual-chance 1                   1103.969971 1714.670044 1715.869995           11912.110352 3277.879883 24.549999 -9999.000000 1000.000000 1716.560059 1316.209961 1718.060059 45 1000.000000 1716.560059 1316.209961 1718.060059 1028.680054 1153.770020  
14 RIVER-1 Reach-1 20.000000 PF 1 1182.020020 1322.040039 483.220001 488.529999 497.540009 1.820000 7.620000 -9999.000000 6400.000000 0.860000 114.059998 1187.560059 1301.630005 1713.000000 0.000000 0   -9999.000000 -9999.000000 6400.000000 0.010000                       1%-annual-chance 1                   1252.030029 1714.229980 1715.709961           12410.139648 3775.908936 -9999.000000 -9999.000000 1000.000000 1714.260010 1500.750000 1715.959961 46 1000.000000 1714.260010 1500.750000 1715.959961 1187.560059 1301.630005  
15 RIVER-1 Reach-1 10.000000 PF 1 1000.000000 1126.640015 0.000000 0.000000 0.000000 1.480000 8.380000 1709.670044 6400.000000 -9999.000000 119.620003 1009.080017 1128.699951 1710.969971 0.000000 0   -9999.000000 0.050000 6399.950195 0.000000                       1%-annual-chance 1                   1063.319946 1712.260010 1710.859985           12898.669922 4264.438965 -9999.000000 2.060000 1000.000000 1712.260010 1288.040039 1714.260010 47 1000.000000 1712.260010 1288.040039 1714.260010 1009.080017 1128.699951  
16 RIVER-1 Reach-1 390.000000 PF 1 100.000000 170.000000 420.899994 420.899994 420.209991 3.250000 6.670000 1793.180054 6300.000000 1.000000 67.000000 100.000000 170.000000 1793.180054 0.000000 0 EL,ER,C -9999.000000 -9999.000000 6300.000000 0.000000                       1%-annual-chance 1                   135.000000 1796.849976 1796.849976           0.000000 3100.629883 -9999.000000 -9999.000000 116.750999 1786.511963 1701.000000 1786.847046 1 116.750999 1786.511963 1701.000000 1786.847046 100.000000 170.000000  
17 RIVER-1 Reach-1 380.000000 PF 1 100.000000 170.000000 170.000000 170.960007 173.000000 3.250000 6.670000 1790.680054 6300.000000 1.000000 67.000000 100.000000 170.000000 1790.680054 0.000000 0 EL,ER,C -9999.000000 -9999.000000 6300.000000 0.000000                       1%-annual-chance 1                   135.000000 1794.339966 1794.339966           420.899994 2679.729980 -9999.000000 -9999.000000 116.750999 1784.009033 1701.000000 1784.343994 2 116.750999 1784.009033 1701.000000 1784.343994 100.000000 170.000000  
18 RIVER-1 Reach-1 370.000000 PF 1 100.000000 170.000000 222.000000 232.149994 238.000000 3.250000 6.670000 1787.229980 6300.000000 1.000000 67.000000 100.000000 170.000000 1787.229980 0.000000 0 EL,ER,C -9999.000000 -9999.000000 6300.000000 0.000000                       1%-annual-chance 1                   135.000000 1790.900024 1790.900024           591.859985 2508.770020 -9999.000000 -9999.000000 116.750999 1780.563965 1701.000000 1780.899048 3 116.750999 1780.563965 1701.000000 1780.899048 100.000000 170.000000  
19 RIVER-1 Reach-1 360.000000 PF 1 100.000000 170.000000 323.000000 314.290009 310.000000 3.250000 6.670000 1786.069946 6300.000000 1.000000 67.000000 100.000000 170.000000 1786.069946 0.000000 0 EL,ER,C -9999.000000 -9999.000000 6300.000000 0.000000                       1%-annual-chance 1                   135.000000 1789.739990 1789.739990           824.010010 2276.620117 -9999.000000 -9999.000000 100.000000 1779.739990 170.000000 1779.739990 4 100.000000 1779.739990 170.000000 1779.739990 100.000000 170.000000  
20 RIVER-1 Reach-1 350.000000 PF 1 100.000000 170.000000 439.000000 436.709991 435.000000 3.250000 6.670000 1784.500000 6300.000000 0.630000 67.000000 100.000000 170.000000 1784.500000 0.000000 0 EL,ER,C -9999.000000 -9999.000000 6300.000000 0.000000                       1%-annual-chance 1                   135.000000 1788.170044 1788.170044           1138.300049 1962.329956 -9999.000000 -9999.000000 116.750999 1777.833984 1701.000000 1778.168945 5 116.750999 1777.833984 1701.000000 1778.168945 100.000000 170.000000  
21 RIVER-1 Reach-1 340.000000 PF 1 100.000000 170.000000 85.000000 85.000000 85.000000 1.970000 8.330000 -9999.000000 6300.000000 0.830000 70.000000 100.000000 170.000000 1783.979980 0.000000 0 EL,ER -9999.000000 -9999.000000 6300.000000 0.000000                       1%-annual-chance 1                   135.000000 1786.349976 1786.349976           1575.010010 1525.619995 -9999.000000 -9999.000000 1001.000000 1776.348999 1701.000000 1776.348999 6 1001.000000 1776.348999 1701.000000 1776.348999 100.000000 170.000000  
22 RIVER-1 Reach-1 338.000000 PF 1 0.000000 70.000000 95.000000 95.000000 95.000000 1.540000 9.040000 -9999.000000 6300.000000 0.680000 70.000000 0.000000 70.000000 1784.209961 0.000000 0 EL,ER -9999.000000 -9999.000000 6300.000000 0.000000                       1%-annual-chance 1                   35.000000 1784.500000 1784.500000           1660.010010 1440.619995 -9999.000000 -9999.000000 0.000000 1775.170044 70.000000 1775.170044 7 0.000000 1775.170044 70.000000 1775.170044 0.000000 70.000000  
23 RIVER-1 Reach-1 334.000000 PF 1 0.000000 125.000000 210.000000 210.000000 210.000000 2.290000 8.390000 1782.790039 6300.000000 1.000000 113.750000 1.380000 115.129997 1782.790039 0.000000 0 C -9999.000000 -9999.000000 6300.000000 0.010000                       1%-annual-chance 1                   62.500000 1783.000000 1786.000000           1855.010010 1245.619995 -9999.000000 -9999.000000 0.000000 1783.000000 125.000000 1786.000000 10 0.000000 1783.000000 125.000000 1786.000000 1.380000 115.129997  
24 RIVER-1 Reach-1 330.000000 PF 1 100.000000 180.000000 343.489990 343.489990 343.489990 3.000000 6.580000 1779.430054 6300.000000 0.440000 75.879997 102.059998 177.940002 1779.430054 0.000000 0 C -9999.000000 -9999.000000 6300.000000 0.010000                       1%-annual-chance 1                   140.000000 1783.550049 1783.550049           2065.010010 1035.619995 -9999.000000 -9999.000000 1001.000000 1783.548950 1801.000000 1783.548950 11 1001.000000 1783.548950 1801.000000 1783.548950 102.059998 177.940002  
25 RIVER-1 Reach-1 310.000000 PF 1 1022.979980 1171.530029 102.639999 100.279999 105.699997 0.420000 9.520000 -9999.000000 6300.000000 1.050000 198.800003 1000.000000 1198.800049 1779.560059 0.000000 0 EL,ER 24.700001 27.049999 6248.250000 0.000000                       1%-annual-chance 1         4         1097.260010 1777.939941 1778.030029           2897.600098 203.029800 22.980000 27.270000 1000.000000 1779.060059 1198.800049 1779.060059 13 1000.000000 1779.060059 1198.800049 1779.060059 1000.000000 1198.800049  
26 RIVER-1 Reach-1 300.000000 PF 1 1025.540039 1128.560059 102.540001 102.750000 98.550003 0.520000 10.240000 1774.069946 6300.000000 0.000000 147.130005 1000.000000 1147.130005 1779.420044 0.000000 0 EL,ER,BL,IL,IR 77.860001 39.840000 6182.299805 0.000000         0 2 0 1025.540039 1777.380005 1128.560059 1777.359985 1%-annual-chance 1         3         1077.050049 1777.449951 1777.819946 1769.180054 1777.359985 1 1     2997.879883 102.750000 25.540001 18.570000 1000.000000 1777.060059 1147.130005 1777.609985 14 1000.000000 1777.060059 1147.130005 1777.609985 1000.000000 1147.130005  
27 RIVER-1 Reach-1 295.000000 Bridge-UP PF 1 1025.540039 1128.560059 102.550003 102.550003 102.550003 1.900000 10.240000 1774.530029 6300.000000 1.000000 147.130005 1000.000000 1147.130005 1779.420044 0.000000 0 EL,ER 44.700001 32.500000 6219.799805 -9999.000000                     1%-annual-chance 1 280.000000 290.000000 300.000000 310.000000         1077.050049 1775.180054 1775.180054           3100.629883 25.540001 18.570000 1000.000000 1779.180054 1147.130005 1779.180054 15 1000.000000 1777.060059 1147.130005 1777.609985 1000.000000 1147.130005  
28 RIVER-1 Reach-1 295.000000 Bridge-DN PF 1 1047.979980 1151.000000 102.540001 102.750000 98.550003 1.600000 10.610000 1774.170044 6300.000000 -9999.000000 160.589996 1000.000000 1160.589966 1779.420044 0.000000 0 EL,ER 44.700001 32.500000 6219.799805 -9999.000000                     1%-annual-chance 1 280.000000 290.000000 300.000000 310.000000         1099.489990 1775.180054 1775.180054           3203.179932 47.980000 9.590000 1000.000000 1779.180054 1160.589966 1777.030029 16 1000.000000 1777.859985 1160.589966 1777.030029 1000.000000 1160.589966  
29 RIVER-1 Reach-1 290.000000 PF 1 1047.979980 1151.000000 14.680000 14.950000 12.700000 2.430000 4.900000 1773.709961 6300.000000 1.000000 102.930000 1047.979980 1150.910034 1773.709961 0.000000 0 C,BL,IL,IR -9999.000000 -9999.000000 6300.000000 0.000000         0 2 0 1047.979980 1776.260010 1151.000000 1776.260010 1%-annual-chance 1         2         1099.489990 1777.260010 1777.260010 1768.810059 1776.260010 1 1     3305.929932 102.750000 -9999.000000 -9999.000000 1000.000000 1777.859985 1160.589966 1777.030029 17 1000.000000 1777.859985 1160.589966 1777.030029 1047.979980 1150.910034  
30 RIVER-1 Reach-1 280.000000 PF 1 1044.869995 1151.209961 1.000000 1.000000 1.000000 2.410000 4.880000 1773.140015 6300.000000 1.000000 105.610001 1045.359985 1150.959961 1773.140015 0.000000 0 C -9999.000000 -9999.000000 6300.000000 0.000000                       1%-annual-chance 1         1         1098.040039 1774.630005 1774.459961           3320.879883 117.699997 -9999.000000 -9999.000000 1000.000000 1778.060059 1160.650024 1776.260010 18 1000.000000 1778.060059 1160.650024 1776.260010 1045.359985 1150.959961  
31 RIVER-1 Reach-1 270.000000 PF 1 1008.919983 1116.050049 33.840000 21.920000 8.990000 2.430000 4.850000 1769.109985 6300.000000 1.000000 104.790001 1010.580017 1115.369995 1769.109985 0.000000 0 C -9999.000000 -9999.000000 6300.000000 0.000000                       1%-annual-chance 1                   1062.479980 1774.260010 1773.300049           3321.879883 118.699997 -9999.000000 -9999.000000 964.000000 1778.060059 1132.660034 1776.260010 19 964.000000 1778.060059 1132.660034 1776.260010 1010.580017 1115.369995  
32 RIVER-1 Reach-1 260.000000 PF 1 1033.310059 1171.520020 1.000000 1.000000 1.000000 2.130000 4.990000 1769.250000 6300.000000 0.990000 128.690002 1043.530029 1172.219971 1769.250000 0.000000 0 C -9999.000000 0.110000 6299.890137 0.000000                       1%-annual-chance 1                   1102.420044 1770.260010 1768.920044           3343.800049 140.620102 -9999.000000 0.700000 1000.000000 1777.660034 1187.739990 1778.260010 20 1000.000000 1777.660034 1187.739990 1778.260010 1043.530029 1172.219971  
33 RIVER-1 Reach-1 250.000000 PF 1 1036.040039 1171.849976 57.450001 58.599998 58.439999 2.350000 5.040000 1765.300049 6300.000000 1.310000 110.059998 1045.359985 1155.420044 1765.300049 0.000000 0 C -9999.000000 -9999.000000 6300.000000 0.000000                       1%-annual-chance 1                   1103.949951 1768.760010 1768.930054           3344.800049 141.620102 -9999.000000 -9999.000000 1000.000000 1777.660034 1190.219971 1779.250000 21 1000.000000 1777.660034 1190.219971 1779.250000 1045.359985 1155.420044  
34 RIVER-1 Reach-1 240.000000 PF 1 1026.079956 1194.469971 496.309998 492.000000 488.690002 2.240000 5.200000 1764.890015 6300.000000 0.980000 116.900002 1048.540039 1165.439941 1764.890015 0.000000 0 C -9999.000000 -9999.000000 6300.000000 0.000000                       1%-annual-chance 1                   1110.270020 1776.599976 1778.660034           3403.399902 200.220001 -9999.000000 -9999.000000 1000.000000 1777.060059 1280.880005 1777.750000 22 1000.000000 1777.060059 1280.880005 1777.750000 1048.540039 1165.439941  
35 RIVER-1 Reach-1 230.000000 PF 1 1034.849976 1169.030029 490.459991 494.760010 498.910004 2.740000 8.320000 1760.699951 6300.000000 1.010000 86.419998 1061.699951 1148.119995 1760.699951 0.000000 0 C -9999.000000 -9999.000000 6300.000000 0.000000                       1%-annual-chance 1                   1101.939941 1765.619995 1766.260010           3895.399902 692.219971 -9999.000000 -9999.000000 1000.000000 1765.859985 1205.520020 1769.119995 23 1000.000000 1765.859985 1205.520020 1769.119995 1061.699951 1148.119995  
36 RIVER-1 Reach-1 220.000000 PF 1 1041.510010 1160.790039 464.690002 476.720001 489.339996 2.640000 8.010000 1754.229980 6300.000000 0.990000 91.430000 1056.920044 1148.349976 1754.229980 0.000000 0 C -9999.000000 -9999.000000 6300.000000 0.000000                       1%-annual-chance 1                   1101.150024 1762.089966 1760.030029           4390.160156 1186.979980 -9999.000000 -9999.000000 1000.000000 1761.959961 1199.319946 1760.560059 24 1000.000000 1761.959961 1199.319946 1760.560059 1056.920044 1148.349976  
37 RIVER-1 Reach-1 210.000000 PF 1 1000.000000 1113.219971 499.739990 500.380005 500.049988 2.810000 9.340000 1749.119995 6300.000000 1.010000 83.900002 1014.119995 1098.020020 1749.119995 0.000000 0 C -9999.000000 -9999.000000 6300.000000 0.000000                       1%-annual-chance 1                   1056.609985 1754.260010 1755.569946           4866.879883 1663.699951 -9999.000000 -9999.000000 951.700012 1754.260010 1141.880005 1755.469971 25 951.700012 1754.260010 1141.880005 1755.469971 1014.119995 1098.020020  
38 RIVER-1 Reach-1 200.000000 PF 1 1000.000000 1122.869995 494.160004 495.369995 496.559998 2.420000 6.190000 1745.150024 6300.000000 1.000000 104.430000 1007.739990 1112.170044 1745.150024 0.000000 0 C -9999.000000 -9999.000000 6300.000000 0.000000                       1%-annual-chance 1                   1061.439941 1748.260010 1750.260010           5367.259766 2164.080078 -9999.000000 -9999.000000 956.380005 1751.060059 1144.300049 1750.619995 26 956.380005 1751.060059 1144.300049 1750.619995 1007.739990 1112.170044  
39 RIVER-1 Reach-1 190.000000 PF 1 1000.000000 1121.489990 499.179993 497.739990 497.100006 2.360000 6.730000 1741.780029 6300.000000 0.970000 108.540001 1006.890015 1115.430054 1741.780029 0.000000 0 C -9999.000000 -9999.000000 6300.000000 0.000000                       1%-annual-chance 1                   1060.739990 1744.260010 1743.890015           5862.629883 2652.110107 -9999.000000 -9999.000000 950.330017 1745.760010 1144.920044 1743.900024 27 950.330017 1745.760010 1144.920044 1743.900024 1006.890015 1115.430054  
40 RIVER-1 Reach-1 170.000000 PF 1 1042.949951 1183.420044 486.670013 487.260010 487.820007 2.080000 6.070000 1735.630005 6300.000000 0.680000 130.940002 1046.280029 1177.219971 1735.630005 0.000000 0 C -9999.000000 -9999.000000 6300.000000 0.000000                       1%-annual-chance 1                   1113.189941 1736.760010 1737.349976           6852.200195 1662.540039 -9999.000000 -9999.000000 1000.000000 1736.859985 1203.329956 1738.260010 29 1000.000000 1736.859985 1203.329956 1738.260010 1046.280029 1177.219971  
41 RIVER-1 Reach-1 150.000000 PF 1 1018.390015 1152.459961 491.390015 489.940002 488.880005 0.810000 8.960000 -9999.000000 6300.000000 0.410000 169.720001 1000.000000 1169.719971 1734.750000 0.000000 0 EL,ER 18.389999 49.580002 6232.029785 0.000000                       1%-annual-chance 1                   1085.430054 1733.949951 1733.349976           7840.970215 673.770020 18.389999 17.260000 1000.000000 1734.260010 1169.719971 1733.689941 31 1000.000000 1734.260010 1169.719971 1733.689941 1000.000000 1169.719971  
42 RIVER-1 Reach-1 140.000000 PF 1 1149.719971 1265.630005 64.739998 64.139999 64.089996 0.330000 10.080000 1730.229980 6400.000000 1.200000 343.829987 1000.000000 1343.829956 1734.939941 0.000000 0 EL,ER,BL,IL,IR 673.440002 348.019989 5378.540039 0.000000         0 2 0 1149.719971 1730.670044 1265.630005 1730.560059 1%-annual-chance 1           4       1207.680054 1732.260010 1732.260010 1730.670044 1730.560059 1 1     8330.910156 183.830093 149.720001 78.199997 1000.000000 1731.760010 1343.829956 1730.439941 32 1000.000000 1731.760010 1343.829956 1730.439941 1000.000000 1343.829956  
43 RIVER-1 Reach-1 130.000000 PF 1 1035.810059 1142.810059 120.769997 119.690002 117.860001 0.530000 9.930000 1729.609985 6400.000000 0.000000 174.350006 1000.000000 1174.349976 1734.719971 0.000000 0 EL,ER,BL,IL,IR 69.050003 60.599998 6270.350098 0.000000         0 2 0 1035.810059 1730.260010 1142.810059 1730.260010 1%-annual-chance 1           3       1089.310059 1733.260010 1733.260010 1724.790039 1730.260010 1 1     8395.049805 119.690399 35.810001 31.540001 1000.000000 1730.859985 1174.349976 1730.949951 33 1000.000000 1730.859985 1174.349976 1730.949951 1000.000000 1174.349976  
44 RIVER-1 Reach-1 125.000000 Bridge-UP PF 1 1035.810059 1142.810059 119.489998 119.489998 119.489998 1.470000 9.930000 1729.800049 6400.000000 1.000000 174.350006 1000.000000 1174.349976 1734.719971 0.000000 0 EL,ER 149.110001 49.799999 6204.649902 -9999.000000                     1%-annual-chance 1 110.000000 120.000000 130.000000 140.000000         1089.310059 1729.790039 1729.790039           8514.740234 35.810001 31.540001 1000.000000 1733.689941 1174.349976 1733.689941 34 1000.000000 1730.859985 1174.349976 1730.949951 1000.000000 1174.349976  
45 RIVER-1 Reach-1 125.000000 Bridge-DN PF 1 1029.489990 1136.489990 120.769997 119.690002 117.860001 1.350000 10.510000 1729.199951 6400.000000 -9999.000000 146.339996 1000.000000 1146.339966 1734.670044 0.000000 0 EL,ER 149.110001 49.799999 6204.649902 -9999.000000                     1%-annual-chance 1 110.000000 120.000000 130.000000 140.000000         1082.989990 1729.790039 1729.790039           8634.230469 29.490000 9.850000 1000.000000 1733.689941 1174.349976 1733.689941 35 1000.000000 1732.560059 1146.339966 1730.260010 1000.000000 1146.339966  
46 RIVER-1 Reach-1 120.000000 PF 1 1029.489990 1136.489990 88.769997 90.110001 93.129997 2.390000 4.820000 1728.979980 6400.000000 0.970000 107.000000 1029.489990 1136.489990 1728.979980 0.000000 0 C,BL,IL,IR -9999.000000 -9999.000000 6400.000000 0.000000         0 2 0 1029.489990 1730.260010 1136.489990 1730.260010 1%-annual-chance 1           2       1082.989990 1732.260010 1732.260010 1724.160034 1730.260010 1 1     8753.920898 119.690399 -9999.000000 -9999.000000 1000.000000 1732.560059 1146.339966 1730.260010 36 1000.000000 1732.560059 1146.339966 1730.260010 1029.489990 1136.489990  
47 RIVER-1 Reach-1 110.000000 PF 1 1022.669983 1137.410034 25.990000 25.690001 26.180000 2.430000 5.290000 1728.050049 6400.000000 1.260000 106.320000 1027.810059 1134.130005 1728.050049 0.000000 0 C -9999.000000 -9999.000000 6400.000000 0.000000                       1%-annual-chance 1           1       1080.040039 1730.260010 1729.780029           8844.031250 209.800797 -9999.000000 -9999.000000 1000.000000 1734.760010 1164.660034 1733.959961 37 1000.000000 1734.760010 1164.660034 1733.959961 1027.810059 1134.130005  
48 RIVER-1 Reach-1 70.000000 PF 1 1084.099976 1197.560059 493.269989 497.950012 498.079987 2.610000 7.520000 1721.780029 6400.000000 0.390000 97.059998 1100.199951 1197.270020 1721.780029 0.000000 0 C -9999.000000 -9999.000000 6400.000000 0.010000                       1%-annual-chance 1                   1140.829956 1725.949951 1721.849976           10117.719727 1483.489014 -9999.000000 -9999.000000 1000.000000 1725.560059 1233.609985 1722.329956 41 1000.000000 1725.560059 1233.609985 1722.329956 1100.199951 1197.270020  

  A B C D E F G H I
1 ID RIVER REACH RS STRUC stationL stationR elevation grElev
2 1 RIVER-1 Reach-1 300.000000 -9999.000000 1025.540039 1777.449951 1769.180054
3 2 RIVER-1 Reach-1 300.000000 1128.560059 -9999.000000 1777.819946 1777.060059
4 3 RIVER-1 Reach-1 290.000000 -9999.000000 1047.979980 1777.260010 1768.810059
5 4 RIVER-1 Reach-1 290.000000 1150.910034 -9999.000000 1777.260010 1768.810059
6 5 RIVER-1 Reach-1 140.000000 -9999.000000 1149.719971 1732.260010 1730.670044
7 6 RIVER-1 Reach-1 140.000000 1265.630005 -9999.000000 1732.260010 1730.560059
8 7 RIVER-1 Reach-1 130.000000 -9999.000000 1035.810059 1733.260010 1724.790039
9 8 RIVER-1 Reach-1 130.000000 1142.810059 -9999.000000 1733.260010 1730.260010
10 9 RIVER-1 Reach-1 120.000000 -9999.000000 1029.489990 1732.260010 1724.160034
11 10 RIVER-1 Reach-1 120.000000 1136.489990 -9999.000000 1732.260010 1730.260010

  A B C D E F G
1 RIVER REACH RS PROFILE METHOD VALUE1 VALUE2

  A B C D E F G H I J
1 ID RIVER REACH RS STRUC STAL STAR ELEVATION num grElev
2 1 RIVER-1 Reach-1 300.000000 -9999.000000 1025.540039 1777.380005 2  
3 2 RIVER-1 Reach-1 300.000000 1128.560059 1147.130005 1777.359985 2  
4 3 RIVER-1 Reach-1 290.000000 -9999.000000 1047.979980 1776.260010 2  
5 4 RIVER-1 Reach-1 290.000000 1151.000000 1160.589966 1776.260010 2  
6 5 RIVER-1 Reach-1 140.000000 -9999.000000 1149.719971 1730.670044 2  
7 6 RIVER-1 Reach-1 140.000000 1265.630005 1343.829956 1730.560059 2  
8 7 RIVER-1 Reach-1 130.000000 -9999.000000 1035.810059 1730.260010 2  
9 8 RIVER-1 Reach-1 130.000000 1142.810059 1174.349976 1730.260010 2  
10 9 RIVER-1 Reach-1 120.000000 -9999.000000 1029.489990 1730.260010 2  
11 10 RIVER-1 Reach-1 120.000000 1136.489990 1146.339966 1730.260010 2  

  A B C D E F G H
1 ID river reach rs stal elvl star elvr

  A B C D E F G H I J K L M N O P Q
1 RIVER REACH RS NLOB NCHL NROB CNTR EXP STRUC SECNO_1 SECNO_2 secnostruc1 secnostruc2 NEWCC NEWCE dob_dc fc2_fc1
2 RIVER-1 Reach-1 390.000000 0.015000 0.025000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
3 RIVER-1 Reach-1 390.000000 0.025000   0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
4 RIVER-1 Reach-1 380.000000 0.025000 0.025000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
5 RIVER-1 Reach-1 380.000000 0.015000   0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
6 RIVER-1 Reach-1 370.000000 0.015000 0.025000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
7 RIVER-1 Reach-1 370.000000 0.025000   0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
8 RIVER-1 Reach-1 360.000000 0.015000 0.025000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
9 RIVER-1 Reach-1 360.000000 0.025000   0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
10 RIVER-1 Reach-1 350.000000 0.025000 0.025000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
11 RIVER-1 Reach-1 350.000000 0.015000   0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
12 RIVER-1 Reach-1 340.000000 0.015000 0.025000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
13 RIVER-1 Reach-1 340.000000 0.025000   0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
14 RIVER-1 Reach-1 338.000000 0.025000 0.025000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
15 RIVER-1 Reach-1 338.000000 0.015000   0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
16 RIVER-1 Reach-1 337.000000 0.025000 0.015000 0.025000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
17 RIVER-1 Reach-1 335.000000 0.035000 0.035000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
18 RIVER-1 Reach-1 335.000000 0.035000   0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
19 RIVER-1 Reach-1 334.000000 0.035000 0.035000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
20 RIVER-1 Reach-1 334.000000 0.035000   0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
21 RIVER-1 Reach-1 330.000000 0.035000 0.035000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
22 RIVER-1 Reach-1 330.000000 0.035000   0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
23 RIVER-1 Reach-1 320.000000 0.020000 0.020000 0.020000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
24 RIVER-1 Reach-1 310.000000 0.020000 0.015000 0.020000 0.100000 0.300000   4   295.000000 0.000000 0.000000 0.000000 0.000000 0.000000
25 RIVER-1 Reach-1 300.000000 0.020000 0.015000 0.020000 0.100000 0.300000   3   295.000000 0.000000 0.000000 0.000000 0.000000 0.000000
26 RIVER-1 Reach-1 295.000000 0.020000 0.015000 0.020000 0.100000 0.300000 Bridge-UP     0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
27 RIVER-1 Reach-1 295.000000 0.020000 0.015000   0.100000 0.300000 Bridge-DN     0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
28 RIVER-1 Reach-1 295.000000 0.015000 0.020000   0.100000 0.300000 Bridge-DN     0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
29 RIVER-1 Reach-1 290.000000 0.020000 0.015000 0.020000 0.100000 0.300000   2   295.000000 0.000000 0.000000 0.000000 0.000000 0.000000
30 RIVER-1 Reach-1 280.000000 0.020000 0.015000 0.020000 0.100000 0.300000   1   295.000000 0.000000 0.000000 0.000000 0.000000 0.000000
31 RIVER-1 Reach-1 270.000000 0.020000 0.015000 0.020000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
32 RIVER-1 Reach-1 260.000000 0.020000 0.015000 0.020000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
33 RIVER-1 Reach-1 250.000000 0.020000 0.015000 0.020000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
34 RIVER-1 Reach-1 240.000000 0.020000 0.020000 0.020000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
35 RIVER-1 Reach-1 230.000000 0.020000 0.020000 0.020000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
36 RIVER-1 Reach-1 220.000000 0.020000 0.020000 0.020000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
37 RIVER-1 Reach-1 210.000000 0.020000 0.020000 0.020000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
38 RIVER-1 Reach-1 200.000000 0.020000 0.020000 0.020000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
39 RIVER-1 Reach-1 190.000000 0.020000 0.020000 0.020000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
40 RIVER-1 Reach-1 180.000000 0.020000 0.020000 0.020000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
41 RIVER-1 Reach-1 170.000000 0.020000 0.020000 0.020000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
42 RIVER-1 Reach-1 160.000000 0.020000 0.020000 0.020000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
43 RIVER-1 Reach-1 150.000000 0.020000 0.020000 0.020000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
44 RIVER-1 Reach-1 140.000000 0.020000 0.015000 0.020000 0.100000 0.300000     4 0.000000 125.000000 0.000000 0.000000 0.000000 0.000000
45 RIVER-1 Reach-1 130.000000 0.020000 0.015000 0.020000 0.100000 0.300000     3 0.000000 125.000000 0.000000 0.000000 0.000000 0.000000
46 RIVER-1 Reach-1 125.000000 0.020000 0.015000 0.020000 0.100000 0.300000 Bridge-UP     0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
47 RIVER-1 Reach-1 125.000000 0.020000 0.020000 0.020000 0.100000 0.300000 Bridge-DN     0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
48 RIVER-1 Reach-1 125.000000 0.015000 0.020000 0.100000 0.300000 Bridge-DN     0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
49 RIVER-1 Reach-1 120.000000 0.030000 0.015000 0.030000 0.100000 0.300000     2 0.000000 125.000000 0.000000 0.000000 0.000000 0.000000
50 RIVER-1 Reach-1 110.000000 0.030000 0.015000 0.030000 0.100000 0.300000     1 0.000000 125.000000 0.000000 0.000000 0.000000 0.000000
51 RIVER-1 Reach-1 100.000000 0.030000 0.030000 0.030000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
52 RIVER-1 Reach-1 90.000000 0.030000 0.030000 0.030000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
53 RIVER-1 Reach-1 80.000000 0.030000 0.030000 0.030000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
54 RIVER-1 Reach-1 70.000000 0.030000 0.030000 0.030000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
55 RIVER-1 Reach-1 60.000000 0.030000 0.030000 0.030000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
56 RIVER-1 Reach-1 50.000000 0.030000 0.030000 0.030000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
57 RIVER-1 Reach-1 40.000000 0.030000 0.030000 0.030000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
58 RIVER-1 Reach-1 30.000000 0.030000 0.030000 0.030000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
59 RIVER-1 Reach-1 20.000000 0.030000 0.030000 0.030000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
60 RIVER-1 Reach-1 10.000000 0.030000 0.030000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
61 RIVER-1 Reach-1 10.000000 0.030000 0.030000 0.100000 0.300000       0.000000 0.000000 0.000000 0.000000 0.000000 0.000000