Plan Title=Floodway
Program Version=4.10
Short Identifier=FWAY
Simulation Date=,,,
Geom File=g02
Flow File=f02
Subcritical Flow
K Sum by GR= 0
Std Step Tol= 0.01
Critical Tol= 0.01
Num of Std Step Trials= 20
Max Error Tol= 0.3
Flow Tol Ratio= 0.001
Split Flow NTrial= 30
Split Flow Tol= 0.02
Split Flow Ratio= 0.02
Log Output Level= 0
Friction Slope Method= 1
Unsteady Friction Slope Method= 2
Unsteady Bridges Friction Slope Method= 1
Parabolic Critical Depth
Global Vel Dist= 0 , 0 , 0
Global Log Level= 0
CheckData=True
Encroach Param=-1 ,0,0, 3
Encroach River=River #1
Encroach Reach=Reach #1
Encroach Node=1173
4 .8 1 1031.96 1150.3
Encroach Node=1172
4 .8 1 1042.34 1152.87
Encroach Node=1171
4 .8 1 1061.4 1181.89
Encroach Node=1170
4 .8 1 1836.47 1972.02
Encroach Node=1169
4 .8 1 1873.46 2045.61
Encroach Node=1167.9
4 .8 1 848.05 984.58
Encroach Node=1167.1
4 .8 1 848.05 984.58
Encroach Node=1167
4 .8 1 1861.07 2019.37
Encroach Node=1166
4 .8 1 1182.14 1322.77
Encroach Node=1165
4 .8 1 1198.32 1341.51
Encroach Node=1164
4 .8 1 1173.79 1313.74
Encroach Node=1163
4 .8 1 1078.49 1201.58
Encroach Node=1162
4 .8 1 1069.4 1201.05
Encroach Node=1161
4 .8 1 1085.58 1206.31
Encroach Node=1160
4 .8 1 1719.99 1843.66
Encroach Node=1159
4 .8 1 1671.67 1798.72
Encroach Node=1158
4 .8 1 1788.07 1912.77
Encroach Node=1157
4 .8 1 1830.87 1972.1
Encroach Node=1156
4 .8 1 1743.43 1875.61
Encroach Node=1155
4 .8 1 1816.14 1951.68
Encroach Node=1154
4 .8 1 1664.72 1802.03
Encroach Node=1152.9
4 .8 1 1000 1140
Encroach Node=1152.1
4 .8 1 1000 1140
Encroach Node=1152
4 .8 1 1734.76 1886.36
Encroach Node=1151
4 .8 1 1701.89 1859.26
Encroach Node=1150
4 .8 1 1674.94 1825.71
Encroach Node=1149
4 .8 1 1019.41 1169.68
Encroach Node=1148
4 .8 1 1180.47 1321.27
Encroach Node=1147.5
4 .8 1 1173.65 1473.06
Encroach Node=1147.3
4 .8 1 1236.85 1678.46
Encroach Node=1147
4 .8 1 1427.01 1568.92
Encroach Node=1146
4 .8 1 1429.98 1582.14
Encroach Node=1145
4 .8 1 1443.49 1592.44
Encroach Node=1144
4 .8 1 1585.18 1742.56
Encroach Node=1143
4 .8 1 1484.98 1633.25
Encroach Node=1142
4 .8 1 1544.14 1699.25
Encroach Node=1141
4 .8 1 1417.47 1573.95
Encroach Node=1140
4 .8 1 1528.03 1684.56
Encroach Node=1139.9
4 .8 1 1000 1141.5
Encroach Node=1139.1
4 .8 1 1000 1141.5
Encroach Node=1139
4 .8 1 1031.03 1184.24
Encroach Node=1138
4 .8 1 1117.16 1246.6
Encroach Node=1137
4 .8 1 1120.88 1245.09
Encroach Node=1136
4 .8 1 1293.58 1449.33
Encroach Node=1135
4 .8 1 1308.42 1453.98
Encroach Node=1134
4 .8 1 1099.23 1233.77
Encroach Node=1132.9
4 .8 1 1000 1143
Encroach Node=1132.1
4 .8 1 1000 1143
Encroach Node=1132
4 .8 1 1000 1220.2
Encroach Node=1131
4 .8 1 1575.21 1820.64
Encroach Node=1130
4 .8 1 1000 1350.65
Encroach Node=1129
4 .8 1 1648.42 1882.32
Encroach Node=1128
4 .8 1 1542.83 1850.62
Encroach Node=1127
4 .8 1 1000 1620
Encroach Node=1126
4 .8 1 1513.37 2069
Encroach Node=1125
4 .8 1 1000 1508.05
Encroach Node=1124
4 .8 1 1287.75 1775.15
Encroach Node=1123
4 .8 1 1000 1363.37
Encroach Node=1122
4 .8 1 1000 1506.92
Encroach Node=1121
4 .8 1 1132.09 1598.51
Encroach Node=1120
4 .8 1 1300.11 1789.33
Encroach Node=1119
4 .8 1 1000 1490.63
Encroach Node=1118
4 .8 1 1000 1565.17
Encroach Node=1117
4 .8 1 1000 1566.82
Encroach Node=1116
4 .8 1 1000 1498.92
Encroach Node=1115
4 .8 1 976 1508.77
Encroach Node=1114
4 .8 1 1000 1306.74
Encroach Node=1113
4 .8 1 1000 1401.06
Encroach Node=1112
4 .8 1 1000 1469.27
Encroach Node=1111
4 .8 1 1000 1484.51
Encroach Node=1110
4 .8 1 1000 1428.52
Encroach Node=1109
4 .8 1 900 1391.15
Encroach Node=1107.9
4 .8 1 898.79 1017.44
Encroach Node=1107.1
4 .8 1 898.79 1017.44
Encroach Node=1107
4 .8 1 1000 1425.51
Encroach Node=1106
4 .8 1 1141.71 1578.97
Encroach Node=1105
4 .8 1 1031.99 1518.48
Encroach Node=1104
4 .8 1 1000 1550.04
Encroach Node=1103
4 .8 1 1000 1615.61
Encroach Node=1102
4 .8 1 1000 1407.93
Encroach Node=1101.6
4 .8 1 1034 1230
Encroach Node=1101.4
4 .8 1 1034 1230
Encroach Node=1101
4 .8 1 1000 1319.25
Encroach Node=1100
4 .8 1 1000 1670.96
Encroach Node=1099
4 .8 1 1000 1905.24
Encroach Node=1098
4 .8 1 1000 1820.25
Encroach Node=1097
4 .8 1 1142 1717.56
Encroach Node=1096
4 .8 1 1070.33 1622.86
Encroach Node=1095
4 .8 1 1055.07 1517.34
Encroach Node=1094
4 .8 1 1000 1358.62
Encroach Node=1093
4 .8 1 1780.57 2082.22
Encroach Node=1092
4 .8 1 1083.42 1208
Encroach Node=1091
4 .8 1 1046.98 1275
Encroach Node=1090
4 .8 1 1861 2048.32
Encroach Node=1089
4 .8 1 1885.68 2008.92
Encroach Node=1088
4 .8 1 1080.56 1212.13
Encroach Node=1087
4 .8 1 1921.64 2071.03
Encroach Node=1086
4 .8 1 1902.19 2083.29
Encroach Node=1085
4 .8 1 1812.58 1999.73
Encroach Node=1084
4 .8 1 1055.35 1292.15
Encroach Node=1083
4 .8 1 1221.67 1398.52
Encroach Node=1082
4 .8 1 1720.86 1906.28
Encroach Node=1081
4 .8 1 1120.48 1366.32
Encroach Node=1080
4 .8 1 1867.67 2104.86
Encroach Node=1079
4 .8 1 1191.03 1427.85
Encroach Node=1078
4 .8 1 1821.97 2059.51
Encroach Node=1077
4 .8 1 1861.63 2078.46
Encroach Node=1075.9
4 .8 1 882.95 1006.56
Encroach Node=1075.1
4 .8 1 882.95 1006.56
Encroach Node=1075
4 .8 1 1854.41 2065.77
Encroach Node=1074
4 .8 1 1872.61 2087.97
Optimized Weir=River #1 ,Reach #1 ,1144.5
Optimized Weir=River #1 ,Reach #1 ,1127.5
Optimized Weir=River #1 ,Reach #1 ,1124.5
Optimized Weir=River #1 ,Reach #1 ,1116.5
Optimized Weir=River #1 ,Reach #1 ,1116.4
Optimized Weir=River #1 ,Reach #1 ,1105.5
Optimized Weir=River #1 ,Reach #1 ,1101.3
Computation Interval=1HOUR
Output Interval=1HOUR
Run HTab= 0
Run UNet= 0
Run PostProcess= 0
Run WQNet= 0
UNET Theta= 1
UNET Theta Warmup= 1
UNET ZTol= 0.02
UNET ZSATol= 0.05
UNET QTol=
UNET MxIter= 20
UNET MaxInSteps= 0
UNET DtIC= 0
UNET DtMin= 0
UNET MaxCRTS= 20
UNET WFStab= 2
UNET SFStab= 1
UNET WFX= 1
UNET SFX= 1
UNET DSS MLevel= 4
UNET DZMax Abort= 100
UNET Convert EG Bridges= 0
UNET Use Existing IB Tables=-1
UNET Froude Reduction=False
UNET Froude Limit= 1
UNET Froude Power= 10
UNET Time Slicing=0,0, 5
UNET Junction Losses=0
Instantaneous Interval=1HOUR
Write IC File= 0
IC Time=,,
Write IC File Reoccurance=
Write IC File at Sim End=0
Echo Input=False
Echo Parameters=False
Echo Output=False
Write Detailed= 0
WQ AD Non Conservative
WQ ULTIMATE=-1
WQ Max Comp Step=1HOUR
WQ Output Interval=15MIN
WQ Output Selected Increments= 0
WQ Output face flow=0
WQ Output face velocity=0
WQ Output face area=0
WQ Output face dispersion=0
WQ Output cell volume=0
WQ Output cell surface area=0
WQ Output cell continuity=0
WQ Output cumulative cell continuity=0
WQ Output face conc=0
WQ Output face dconc_dx=0
WQ Output face courant=0
WQ Output face peclet=0
WQ Output face adv mass=0
WQ Output face disp mass=0
WQ Output cell mass=0
WQ Output cell source sink temp=0
WQ Output cell source sink nsm=0
WQ Output MaxMinRange=-1
WQ Daily Max Min Mean=-1
WQ Daily Range=0
WQ Daily Time=0
WQ Create Restart=0
WQ Fixed Restart=0
WQ Restart Simtime=
WQ Restart Date=
WQ Restart Hour=
WQ System Summary=0
WQ Use Fixed Temperature=0
WQ Fixed Temperature=
Sorting and Armoring Iterations= 10
XS Update Threshold= 0.02
Hydraulics Update Threshold= 0.02
Energy Slope Method= 1
Volume Change Method= 0
XS Weighting Method= 0
Number of US Weighted Cross Sections= 1
Number of DS Weighted Cross Sections= 1
Upstream XS Weight=0.25
Main XS Weight=0.5
Downstream XS Weight=0.25
Number of DS XS's Weighted with US Boundary= 1
Upstream Boundary Weight= 1
Weight of XSs Associated with US Boundary= 0
Number of US XS's Weighted with DS Boundary= 1
Downstream Boundary Weight= 0.5
Weight of XSs Associated with DS Boundary= 0.5
Sediment Output Level= 4
Mass or Volume Output= 0
Output Increment Type= 1
Profile and TS Output Increment= 10
XS Output Flag= 0
XS Output Increment= 10
Disregard all LS=0
Disregard all Conn=0
Disregard all Breaches=0
Disregard all Pumps=0