Geom Title=Flamingo Pre
Program Version=4.10
Viewing Rectangle= 800587.52 , 813683.61 , 754276.53 , 752877.48
River Reach=Flamingo ,Flam Wash
Reach XY= 19
800621.051316556753778.192891898 809208.54 753793.97
809278.92 753796. 809860.96 753833.34
809918.63 753837.04 810049.23 753828.25
810377.05 753762.31 810578.19 753763.12
810721.48 753793.15 810913.26 753795.75
811127.64 753803.64 811454.57 753888.16
811738.13 753878.33 811755.11 753872.65
812034.06 753727.33 812184.49 753635.13
812621.36 753417.85 812756.1 753362.67
813555.22 753101.56
Rch Text X Y=810101.68,753622.09
Reverse River Text= 0
Type RM Length L Ch R = 1 ,390 ,420.9,420.9,420.9
BEGIN DESCRIPTION:
Ex. Concrete Channel Upstream of I-515
END DESCRIPTION:
Node Last Edited Time=Jul/17/2013 04:23:21
#Sta/Elev= 10
1001796.847 1001786.847 116.751786.512 133.51786.847 133.51796.847
136.51796.847 136.51786.847 153.251786.512 1701786.847 1701796.847
#Mann= 3 , 0 , 0
100 .02 0 100 .015 0 170 .02 0
Bank Sta=100,170
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,380 ,170,172.08,173
BEGIN DESCRIPTION:
Ex. Concrete Channel Upstream of I-515
END DESCRIPTION:
Node Last Edited Time=Dec/03/2013 15:35:02
#Sta/Elev= 10
1001794.344 1001784.344 116.751784.009 133.51784.344 133.51794.344
136.51794.344 136.51784.344 153.251784.009 1701784.344 1701794.344
#Mann= 3 , 0 , 0
100 .02 0 100 .015 0 170 .02 0
Bank Sta=100,170
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,370 ,222,219.46,238
BEGIN DESCRIPTION:
Ex. Concrete Channel Upstream of I-515
END DESCRIPTION:
Node Last Edited Time=Dec/03/2013 15:35:55
#Sta/Elev= 10
1001790.899 1001780.899 116.751780.564 133.51780.899 133.51790.899
136.51790.899 136.51780.899 153.251780.564 1701780.899 1701790.899
#Mann= 3 , 0 , 0
100 .02 0 100 .015 0 170 .02 0
Bank Sta=100,170
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,360 ,323,314.29,310
BEGIN DESCRIPTION:
Ex. Concrete Channel Downstream of I-515
END DESCRIPTION:
Node Last Edited Time=Jul/17/2013 04:21:40
#Sta/Elev= 10
100 1789.74 100 1779.74 116.751779.405 133.5 1779.74 133.5 1789.74
136.5 1789.74 136.5 1779.74 153.251779.405 170 1779.74 170 1789.74
#Mann= 3 , 0 , 0
100 .02 0 100 .015 0 170 .02 0
Bank Sta=100,170
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,350 ,439,452.29,435
BEGIN DESCRIPTION:
Ex. Concrete Channel Downstream of I-515
END DESCRIPTION:
Node Last Edited Time=Dec/03/2013 15:36:54
#Sta/Elev= 10
1001788.169 1001778.169 116.751777.834 133.51778.169 133.51788.169
136.51788.169 136.51778.169 153.251777.834 1701778.169 1701788.169
#Mann= 3 , 0 , 0
100 .02 0 100 .015 0 170 .02 0
Bank Sta=100,170
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,341 ,1268.87,1268.9,1268.87
BEGIN DESCRIPTION:
Ex. Concrete Channel Downstream of I-515 - "AB" 21+37.2
END DESCRIPTION:
Node Last Edited Time=Dec/03/2013 23:12:38
#Sta/Elev= 5
100 1784.3 100 1776.04 135 1775.34 170 1776.04 170 1784.3
#Mann= 3 , 0 , 0
100 .02 0 100 .015 0 170 .02 0
Bank Sta=100,170
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,313 ,255,255,255
BEGIN DESCRIPTION:
"AB" 34+06.10
END DESCRIPTION:
Node Last Edited Time=Dec/03/2013 23:13:56
#Sta/Elev= 5
100 1781.08 100 1771.58 135 1770.88 170 1771.58 170 1781.08
#Mann= 3 , 0 , 0
100 .02 0 100 .015 0 170 .02 0
Bank Sta=100,170
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,311 ,50.42,50.42,50.42
BEGIN DESCRIPTION:
"AB" 36+61.10
END DESCRIPTION:
Node Last Edited Time=Dec/03/2013 23:14:58
#Sta/Elev= 5
0 1777.36 0 1770.9 52 1769.86 104 1770.9 104 1777.36
#Mann= 3 , 0 , 0
0 .02 0 0 .015 0 104 .02 0
Bank Sta=0,104
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,305 ,109.41,109.41,109.41
BEGIN DESCRIPTION:
= "AB" 37+11.52
END DESCRIPTION:
Node Last Edited Time=Dec/03/2013 23:15:39
#Sta/Elev= 5
0 1778.22 0 1770.3 52 1769.22 104 1770.3 104 1778.22
#Mann= 3 , 0 , 0
0 .02 0 0 .015 0 104 .02 0
Bank Sta=0,104
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 3 ,300 ,,,
BEGIN DESCRIPTION:
Lamb Blvd Bridge
END DESCRIPTION:
Node Last Edited Time=Aug/09/2013 04:29:06
Bridge Culvert--1,0,-1,-1, 0
Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee
0.1,102.55,2.6,0, 6, 5, 1779.18, , 0.95, 0, 0,0,,
0 25.54 25.54 128.56 128.56 147.13
1779.18 1779.18 1779.18 1779.18 1779.18 1779.18
1775.18 1775.18 1775.18 1775.18 1775.18 1775.18
0 47.98 47.98 147.13 151
1779.18 1779.18 1779.18 1779.18 1779.18
1775.18 1775.18 1775.18 1775.18 1775.18
Pier Skew, UpSta & Num, DnSta & Num= ,10.88, 2 ,10.88, 2 , 0 , 0 , 0 ,,
1.75 1.75
1769.18 1775.18
1.75 1.75
1768.81 1775.18
Pier Skew, UpSta & Num, DnSta & Num= ,22.63, 2 ,22.63, 2 , 0 , 0 , 0 ,,
1.75 1.75
1769.18 1775.18
1.75 1.75
1768.81 1775.18
Pier Skew, UpSta & Num, DnSta & Num= ,34.38, 2 ,34.38, 2 , 0 , 0 , 0 ,,
1.75 1.75
1769.18 1775.18
1.75 1.75
1768.81 1775.18
Pier Skew, UpSta & Num, DnSta & Num= ,46.13, 2 ,46.13, 2 , 0 , 0 , 0 ,,
1.75 1.75
1769.18 1775.18
1.75 1.75
1768.81 1775.18
Pier Skew, UpSta & Num, DnSta & Num= ,57.88, 2 ,57.88, 2 , 0 , 0 , 0 ,,
1.75 1.75
1769.18 1775.18
1.75 1.75
1768.81 1775.18
Pier Skew, UpSta & Num, DnSta & Num= ,69.63, 2 ,69.63, 2 , 0 , 0 , 0 ,,
1.75 1.75
1769.18 1775.18
1.75 1.75
1768.81 1775.18
Pier Skew, UpSta & Num, DnSta & Num= ,81.38, 2 ,81.38, 2 , 0 , 0 , 0 ,,
1.75 1.75
1769.18 1775.18
1.75 1.75
1768.81 1775.18
Pier Skew, UpSta & Num, DnSta & Num= ,93.13, 2 ,93.13, 2 , 0 , 0 , 0 ,,
1.75 1.75
1769.18 1775.18
1.75 1.75
1768.81 1775.18
BR Coef=-1 , 1 , 1 ,0.75, 0 ,,,0.8,-1,0.29,0,
WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0
BC Design=,, 0 ,, 0 ,,,,,,
BC Use User HTab Curves=0
BC User HTab FreeFlow(D)= 0
Type RM Length L Ch R = 1 ,295 ,15.01,15.01,15.01
BEGIN DESCRIPTION:
= "AB" 38+20.93
END DESCRIPTION:
Node Last Edited Time=Aug/09/2013 04:09:24
#Sta/Elev= 5
0 1779.7 0 1769.2 52 1768.7 104 1769.2 104 1779.7
#Mann= 3 , 0 , 0
0 .02 0 0 .015 0 104 .02 0
Bank Sta=0,104
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,285 ,9,9,9
BEGIN DESCRIPTION:
= Sta. 38+35.94 Add Roughness Elements
END DESCRIPTION:
Node Last Edited Time=Aug/09/2013 04:09:37
#Sta/Elev= 5
0 1778.27 0 1769.27 52 1768.19 104 1769.27 104 1778.29
#Mann= 3 , 0 , 0
0 .02 0 0 .055 0 104 .02 0
Bank Sta=0,104
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,284 ,201,201,201
BEGIN DESCRIPTION:
= Sta. 38+44.94 Begin 104'x9' Rect. Channel with Roughness Elements
END DESCRIPTION:
Node Last Edited Time=Aug/09/2013 04:11:17
#Sta/Elev= 5
0 1776 0 1768.73 52 1767.96 104 1768.73 104 1776
#Mann= 3 , 0 , 0
0 .02 0 0 .055 0 104 .02 0
Bank Sta=0,104
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,246 ,476.43,476.43,476.43
BEGIN DESCRIPTION:
= Sta. 40+45.94 End Roughness Elements
END DESCRIPTION:
Node Last Edited Time=Aug/09/2013 04:11:45
#Sta/Elev= 5
0 1767.59 0 1756.67 52 1755.59 104 1756.67 104 1767.59
#Mann= 3 , 0 , 0
0 .02 0 0 .015 0 104 .02 0
Bank Sta=0,104
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,229 ,255,255,255
BEGIN DESCRIPTION:
= Sta. 45+22.37 Transition Structure
END DESCRIPTION:
Node Last Edited Time=Jul/17/2013 04:15:10
#Sta/Elev= 5
0 1762.08 0 1752.08 52 1751 104 1752.08 104 1762.08
#Mann= 3 , 0 , 0
0 .02 0 0 .015 0 104 .02 0
Bank Sta=0,104
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,222 ,1322.63,1322.63,1322.63
BEGIN DESCRIPTION:
= Sta. 47+77.37
END DESCRIPTION:
Node Last Edited Time=Aug/09/2013 04:13:08
#Sta/Elev= 5
0 1752.05 0 1742.05 35 1741.35 70 1742.05 70 1752.05
#Mann= 3 , 0 , 0
0 .02 0 0 .015 0 70 .02 0
Bank Sta=0,70
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,193 ,150,150,150
BEGIN DESCRIPTION:
= Sta. 60+98.98
END DESCRIPTION:
Node Last Edited Time=Aug/09/2013 04:13:01
#Sta/Elev= 5
0 1746.76 0 1736.76 35 1736.06 70 1736.76 70 1746.76
#Mann= 3 , 0 , 0
0 .02 0 0 .015 0 70 .02 0
Bank Sta=0,70
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,191 ,2591.64,2591.64,2591.64
BEGIN DESCRIPTION:
= Sta. 62+50
END DESCRIPTION:
Node Last Edited Time=Aug/09/2013 04:13:52
#Sta/Elev= 5
0 1743.91 0 1736.36 45 1735.46 90 1736.36 90 1743.91
#Mann= 3 , 0 , 0
0 .02 0 0 .015 0 90 .02 0
Bank Sta=0,90
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,142 ,22.5,22.5,22.5
BEGIN DESCRIPTION:
= Sta. 88+41.64
END DESCRIPTION:
Node Last Edited Time=Jul/17/2013 04:12:17
#Sta/Elev= 5
0 1733.99 0 1725.99 45 1725.09 90 1725.99 90 1733.99
#Mann= 3 , 0 , 0
0 .02 0 0 .015 0 90 .02 0
Bank Sta=0,90
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,138 ,39.15,39.15,39.15
BEGIN DESCRIPTION:
= Sta. 88+64.14
END DESCRIPTION:
Node Last Edited Time=Aug/09/2013 04:14:15
#Sta/Elev= 5
0 1733.93 0 1725.93 46.5 1725 93 1725.93 93 1733.93
#Mann= 3 , 0 , 0
0 .02 0 0 .015 0 93 .02 0
Bank Sta=0,93
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,135 ,12.25,12.25,12.25
BEGIN DESCRIPTION:
= Sta. 89+02.27
END DESCRIPTION:
Node Last Edited Time=Aug/09/2013 04:14:27
#Sta/Elev= 5
0 1732.77 0 1724.77 46.5 1723.84 93 1724.77 93 1732.77
#Mann= 3 , 0 , 0
0 .02 0 0 .015 0 93 .02 0
Bank Sta=0,93
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,131 ,113.2,113.2,113.2
BEGIN DESCRIPTION:
= Sta. 89+15.54
END DESCRIPTION:
Node Last Edited Time=Dec/03/2013 23:31:56
#Sta/Elev= 5
0 1731.47 0 1723.47 52.5 1723.47 105 1723.47 105 1731.47
#Mann= 3 , 0 , 0
0 .02 0 0 .015 0 105 .02 0
Bank Sta=0,105
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 3 ,125 ,,,
BEGIN DESCRIPTION:
Nellis Blvd Bridge.
END DESCRIPTION:
Node Last Edited Time=Dec/04/2013 00:25:48
Bridge Culvert--1,0,-1,-1, 0
Deck Dist Width WeirC Skew NumUp NumDn MinLoCord MaxHiCord MaxSubmerge Is_Ogee
0.1,113,2.6,0, 2, 2, , , 0.98, 0, 0,0,,
0 105
1735.5 1735
1728.97 1728.97
0 600
1736 1734.5
1728.27 1728.27
Pier Skew, UpSta & Num, DnSta & Num= ,35, 2 ,157.17, 2 , 0 , 0 , 0 ,,
3.5 3.5
1722 1732
3.5 3.5
1722 1732
Pier Skew, UpSta & Num, DnSta & Num= ,70, 2 ,192.17, 2 , 0 , 0 , 0 ,,
3.5 3.5
1722 1732
3.5 3.5
1722 1732
BR Coef=-1 , 1 , 1 ,0.9, 0 ,,,0.8,-1,0.29,0,
WSPro=,,,, 1 ,,,, 0 ,,,, 0 ,,,,-1 ,-1 ,-1 , 0 , 0 , 0 , 0 , 0
BC Design=,, 0 ,, 0 ,,,,,,
BC Use User HTab Curves=0
BC User HTab FreeFlow(D)= 0
Type RM Length L Ch R = 1 ,121 ,115.76,116.53,118.31
BEGIN DESCRIPTION:
"FW" 10+62.12
END DESCRIPTION:
XS GIS Cut Line=3
809131.976322889753965.398575341809130.889987083753794.458545056
809129.03038832753501.841964358
Node Last Edited Time=Dec/03/2013 23:43:17
#Sta/Elev= 113
0 1732.73 2.18 1732.85 3.68 1732.84 19.21 1732.92 19.59 1732.92
20.47 1732.89 23.29 1732.82 26 1732.74 28.61 1732.78 30.25 1732.8
32.22 1732.78 34.26 1732.79 44.06 1733.07 47.75 1733.09 49.7 1733.24
50.13 1733.27 53.02 1733.38 53.36 1733.4 56.07 1733.44 56.55 1733.46
56.94 1733.48 59.15 1733.5 59.53 1733.49 61.75 1733.44 62.18 1733.42
62.89 1733.32 68.41 1733 70.87 1732.86 71.42 1732.55 73.14 1732.41
82.64 1731.96 86.85 1731.65 88.25 1731.58 91.48 1731.4 92.2 1731.36
97.03 1731.03 98.11 1730.98 98.22 1730.97 98.62 1730.91 103.21 1730.56
103.87 1730.46 117.78 1729.09 117.89 1729.09 118.86 1729.12 118.97 1723.11
175.75 1722.86 224.99 1723.12 225.25 1729.53 226.22 1729.51 226.65 1729.51
240.16 1730.38 240.51 1730.39 241.38 1730.42 244.22 1730.47 244.44 1730.48
244.48 1730.48 244.54 1730.48 246.73 1730.55 246.89 1730.55 248.05 1730.58
249.94 1730.63 253.49 1730.72 255.34 1730.77 255.68 1730.83 257.47 1731.01
259.86 1731.05 262.53 1731.07 263.64 1731.1 264.63 1731.13 266.19 1731.18
269.69 1731.24 270.7 1731.19 270.94 1731.2 271.88 1731.22 273.03 1731.24
277.17 1731.49 280.98 1731.72 281.75 1731.78 282.88 1731.88 289.02 1732.02
292.33 1732.02 296.39 1732.03 299.85 1732.1 302.18 1732.03 307.73 1731.73
337.64 1731.27 341.77 1731.2 343.78 1731.06 381.35 1730.91 386.13 1730.74
386.92 1730.69 412.46 1730.65 414.96 1730.78 417.8 1730.82 420.32 1730.8
420.66 1730.8 425.91 1730.83 434.7 1730.72 441.78 1730.46 443.41 1730.36
443.77 1730.36 444.18 1730.35 444.7 1730.34 450 1730.29 451.05 1730.25
452.61 1730.17 454.64 1730.07 457.08 1729.93 457.9 1729.89 460.19 1729.72
461.86 1729.72 463.1 1729.71 463.57 1729.71
#Mann= 4 ,-1 , 0
0 .027 0 118.86 .015 0 225.25 .27 0
463.1 .027 0
Bank Sta=118.86,225.25
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,100 ,289.36,294.66,299.25
Node Last Edited Time=Dec/03/2013 23:42:41
#Sta/Elev= 25
1000 1734.26 1001 1734.26 1001.22 1734.34 1011.88 1732.26 1022.27 1730.26
1024.44 1729.86 1027.45 1728.26 1031.2 1726.26 1034.85 1724.26 1038.4 1722.26
1040.93 1720.96 1047.62 1721.3 1102.02 1721.25 1118.34 1721.3 1119.65 1722.26
1123 1724.26 1126.5 1726.26 1130.15 1728.26 1132.68 1729.52 1139.16 1729.71
1142.93 1730.26 1147.57 1730.94 1157.98 1732.26 1158.86 1732.35 1162.48 1732.26
#Mann= 3 , 0 , 0
1000 .03 0 1022.27 .03 0 1132.68 .03 0
Bank Sta=1022.27,1132.68
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,90 ,496.34,483.69,466.34
Node Last Edited Time=Dec/03/2013 23:42:06
#Sta/Elev= 20
1000 1728.26 1009.38 1728.01 1031.29 1727.22 1056.45 1726.9 1058.67 1726.26
1065.64 1724.26 1072.62 1722.26 1079.6 1720.26 1086.6 1718.26 1089.42 1717.45
1103.03 1718.26 1124.51 1719.41 1128.2 1720.26 1136.83 1722.26 1145.32 1724.26
1153.73 1726.26 1162.18 1728.26 1168.18 1729.68 1186.62 1730.26 1187.5 1730.28
#Mann= 3 , 0 , 0
1000 .03 0 1056.45 .03 0 1168.18 .03 0
Bank Sta=1056.45,1168.18
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,80 ,457.8,472.62,483
Node Last Edited Time=Dec/03/2013 23:41:34
#Sta/Elev= 18
1000 1728.26 1007.66 1727.66 1115.85 1726.33 1116.84 1726.26 1147.29 1725.45
1152.02 1724.26 1159.92 1722.26 1167.78 1720.26 1175.62 1718.26 1181.94 1716.64
1227.68 1717.16 1232.07 1718.26 1240.31 1720.26 1248.54 1722.26 1256.76 1724.26
1264.99 1726.26 1269.91 1727.47 1287.78 1727.11
#Mann= 3 , 0 , 0
1000 .03 0 1147.29 .03 0 1269.91 .03 0
Bank Sta=1147.29,1269.91
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,70 ,493.27,497.95,498.08
Node Last Edited Time=Aug/09/2013 04:31:05
#Sta/Elev= 17
1000 1725.56 1084.1 1725.95 1090.63 1724.26 1098.35 1722.26 1106.05 1720.26
1113.75 1718.26 1121.45 1716.26 1129.17 1714.26 1129.24 1714.26 1129.36 1714.26
1169.17 1714.86 1174.59 1716.26 1182.8 1718.26 1191.03 1720.26 1197.56 1721.85
1230.27 1722.26 1233.61 1722.33
#Mann= 3 , 0 , 0
1000 .03 0 1084.1 .03 0 1197.56 .03 0
Bank Sta=1084.1,1197.56
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,60 ,498.42,498.07,500.9
Node Last Edited Time=Dec/03/2013 23:40:50
#Sta/Elev= 31
1000 1722.26 1013.98 1720.62 1035.26 1720.26 1105.92 1719.84 1119.77 1720.26
1120.01 1720.26 1120.14 1720.27 1128.57 1718.26 1136.9 1716.26 1145.29 1714.26
1153.14 1712.36 1183.08 1712.26 1194.72 1712.2 1194.99 1712.26 1203.55 1714.26
1212.13 1716.26 1220.71 1718.26 1223.41 1718.89 1277.47 1719.61 1286.74 1720.31
1287.48 1720.26 1296.95 1720.26 1310.09 1719.74 1314.87 1720.26 1321.04 1720.95
1336.07 1720.26 1343.02 1719.88 1362.12 1720.26 1381.28 1720.99 1394.59 1720.66
1400.91 1722.26
#Mann= 3 , 0 , 0
1000 .03 0 1120.14 .03 0 1223.41 .03 0
Bank Sta=1120.14,1223.41
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,50 ,332.9,304.2,276.33
Node Last Edited Time=Dec/03/2013 23:39:39
#Sta/Elev= 21
1000 1725.26 1020.92 1724.26 1037.11 1723.68 1066.67 1722.82 1068.75 1722.26
1076.4 1720.26 1084.26 1718.26 1092.32 1716.26 1100.45 1714.26 1108.62 1712.26
1112.98 1711.16 1152.91 1711.26 1158.04 1712.26 1168.25 1714.26 1178.41 1716.26
1181.82 1716.86 1195.46 1718.26 1207.5 1719.4 1214.02 1720.26 1235.55 1722.26
1249.78 1722.26
#Mann= 3 , 0 , 0
1000 .03 0 1066.67 .03 0 1235.55 .03 0
Bank Sta=1066.67,1235.55
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,40 ,497.21,488.61,478.18
Node Last Edited Time=Dec/03/2013 23:38:58
#Sta/Elev= 20
1000 1720.26 1101.53 1719.38 1146.2 1718.26 1152.03 1718.11 1159.77 1716.26
1168.18 1714.26 1176.59 1712.26 1185.01 1710.26 1186.07 1710.01 1196.73 1709.64
1216.01 1709.46 1218.57 1710.26 1225.27 1712.26 1231.97 1714.26 1238.76 1716.26
1239.39 1716.36 1283.03 1718.26 1284.32 1718.43 1316.26 1719.03 1327.96 1720.26
#Mann= 3 , 0 , 0
1000 .03 0 1146.2 .03 0 1238.76 .03 0
Bank Sta=1146.2,1238.76
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,30 ,495.23,499.48,505.3
Node Last Edited Time=Dec/03/2013 23:38:21
#Sta/Elev= 16
1000 1716.56 1012.26 1716.26 1053.23 1714.67 1055.19 1714.26 1064.74 1712.26
1074.25 1710.26 1083.68 1708.26 1084.33 1708.12 1124.71 1708.11 1125.31 1708.26
1133.14 1710.26 1140.87 1712.26 1148.55 1714.26 1154.72 1715.87 1175.89 1716.26
1316.21 1718.06
#Mann= 3 , 0 , 0
1000 .03 0 1053.23 .03 0 1154.72 .03 0
Bank Sta=1053.23,1154.72
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,20 ,489.22,494.53,503.54
Node Last Edited Time=Dec/03/2013 23:37:32
#Sta/Elev= 17
1000 1714.26 1182.02 1714.23 1190.86 1712.26 1199.75 1710.26 1208.56 1708.26
1217.31 1706.26 1221.12 1705.38 1267.53 1705.85 1269.51 1706.26 1279.06 1708.26
1288.6 1710.26 1298.12 1712.26 1307.42 1714.21 1307.8 1714.26 1322.04 1715.71
1343.21 1714.96 1500.75 1715.96
#Mann= 3 , 0 , 0
1000 .03 0 1182.02 .03 0 1322.04 .03 0
Bank Sta=1182.02,1322.04
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Type RM Length L Ch R = 1 ,10 ,0,0,0
Node Last Edited Time=Aug/09/2013 04:31:05
#Sta/Elev= 18
1000 1712.26 1002.71 1712.33 1003.06 1712.26 1012.39 1710.26 1021.7 1708.26
1031.01 1706.26 1040.32 1704.26 1042.48 1703.8 1049.9 1702.59 1089.4 1702.81
1095.84 1704.26 1104.89 1706.26 1114.24 1708.26 1123.66 1710.26 1126.64 1710.86
1152.79 1712.26 1160.64 1712.67 1288.04 1714.26
#Mann= 3 , 0 , 0
1000 .03 0 1000 .03 0 1126.64 .03 0
Bank Sta=1000,1126.64
XS Rating Curve= 0 ,0
Exp/Cntr=0.3,0.1
Chan Stop Cuts=-1
Use User Specified Reach Order=0
GIS Units=Feet
GIS DTM Type=
GIS DTM=
GIS Stream Layer=
GIS Cross Section Layer=
GIS Map Projection=
GIS Projection Zone=
GIS Datum=
GIS Vertical Datum=
GIS Data Extents=,,,
GIS Ratio Cuts To Invert=0
GIS Limit At Bridges=0
Composite Channel Slope=5