Beaumont City Council
June 17, 2025

974 2605.8 976 2605.8 978 2605.8 980 2605.8 982 2605.8
984 2605.8 986 2605.8 988 2605.8 990 2605.8 992 2605.8
994 2605.9 996 2605.9 998 2605.9 1000 2605.9 1002 2605.9 1004 2605.9 1006 2605.9 1008 2605.9 1010 2605.9 1012 2605.9 1014 2605.9 1016 2605.9 1018 2605.9 1020 2605.9 1022 2605.9 1024 2605.9 1026 2605.9 1028 2605.9 1030 2605.9 1032 2605.9 1034 2605.9 1036 2605.9 1038 2605.9 1040 2605.9 1042 2605.9 1044 2605.9 1046 2605.9 1048 2605.9 1050 2605.9 1052 2605.9 1054 2605.9 1056 2605.9 1058 2605.9 1060 2605.9 1062 2605.9 1064 2605.9 1066 2605.9 1068 2605.9 1070 2605.9 1072 2605.9 1074 2605.9 1076 2605.9 1078 2605.9 1080 2605.9 1082 2605.9 1084 2605.9 1086 2606.3 1088 2606.4 1090 2607.2 1092 2608.1 1094 2609.1 1096 2610 1098 2610.9 1100 2611.8 1102 2612.8 1104 2613 1106 2613.8 1108 2613.8 1110 2613.8 1112 2613.8 1114 2613.8 1116 2613.8 1118 2613.8 1120 2613.8 1122 2613.8 1124 2613.8 1126 2613.8 1128 2613.8 1130 2613.8 1132 2613.8 1134 2613.8 1136 2613.8 1138 2613.8 1140 2613.8 1142 2613.8 1144 2613.8 1146 2613.8 1148 2613.8 1150 2613.8 1152 2613.8 1154 2613.8 1156 2613.8 1158 2613.8 1160 2613.8 1162 2613.8 1164 2613.8 1166 2613.8 1168 2613.8 1170 2613.8 1172 2613.8 1174 2613.8 1176 2613.8 1178 2613.8 1180 2613.8 1182 2613.8 1184 2613.8 1186 2613.8 1188 2613.8 1190 2613.8 1192 2613.8 1194 2613.8 1196 2613.6 1198 2613.8 1200 2613.8 1202 2613.8 1204 2613.8 1206 2613.8 1208 2613.8 1210 2613.8 1212 2613.8 1214 2613.8 1216 2613.8 1218 2613.8 1220 2613.8 1222 2613.8 1224 2613.8 1226 2613.8 1228 2613.8 1230 2613.8 1232 2613.8 1234 2613.8 1236 2613.8 1238 2613.8 1240 2613.8 1242 2613.8 1244 2613.8 1246 2613.8 1248 2613.8 1250 2613.8 1252 2613.8 1254 2613.8 1256 2613.8 1258 2613.8 1260 2613.8 1262 2613.8 1264 2613.8 1266 2613.8 1268 2613.8 1270 2613.8 1272 2613.8 1274 2613.8 1276 2613.8 1278 2613.8
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
774 .03 774 .03 1278 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 774 1278 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Cony. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2612.71 Element

2.24 Wt. n -Val.
2610.48 Reach Len. (ft)
2610.48 Flow Area (sq ft)

0.008119 Area (sq ft)
13530.00 Flow (cfs)
253.67 Top Width (ft)

12.00 Avg. Vel. (ft/s)

4.68 Hydr. Depth (ft)
150156.0 Conv. (cfs)

50.00 Wetted Per. (ft)
2605.80 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.40 Cum Volume (acre -ft)

0.00 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1127.11
1127.11
13530.00
253.67

12.00 4.44
150156.0
255.51

2.24 26.84

12.78 2.81
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates
that there is not a valid subcritical answer. The program defaulted to critical depth.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 3300
INPUT
Description: 3300
Station Elevation Data num= 257
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev

782 2612.7 784 2612.7 786 2612.7 788 2612.7 790 2612.7
792 2612.7 794 2612.7 796 2612.7 798 2612.7 800 2612.7
802 2612.7 804 2612.7 806 2612.7 808 2612.7 810 2612.7
812 2612.7 814 2612.7 816 2612.7 818 2612.7 820 2612.7
822 2612.7 824 2612.7 826 2612.7 828 2612.7 830 2612.7
832 2612.7 834 2612.7 836 2612.7 838 2612.7 840 2612.6
842 2612.6 844 2612.1 846 2611.3 848 2610.4 850 2609.4
852 2608.4 854 2607.4 856 2606.5 858 2605.9 860 2605
862 2604.7 864 2604.7 866 2604.7 868 2604.7 870 2604.7
872 2604.7 874 2604.7 876 2604.7 878 2604.7 880 2604.7
882 2604.7 884 2604.7 886 2604.7 888 2604.7 890 2604.7
892 2604.7 894 2604.7 896 2604.7 898 2604.7 900 2604.7
902 2604.7 904 2604.7 906 2604.7 908 2604.7 910 2604.7
912 2604.7 914 2604.7 916 2604.7 918 2604.7 920 2604.7
922 2604.7 924 2604.7 926 2604.7 928 2604.7 930 2604.7
932 2604.7 934 2604.7 936 2604.7 938 2604.7 940 2604.7
942 2604.7 944 2604.7 946 2604.7 948 2604.7 950 2604.7
952 2604.7 954 2604.7 956 2604.7 958 2604.7 960 2604.7
962 2604.7 964 2604.7 966 2604.7 968 2604.7 970 2604.7
972 2604.7 974 2604.7 976 2604.7 978 2604.7 980 2604.7
982 2604.7 984 2604.7 986 2604.7 988 2604.7 990 2604.7
992 2604.7 994 2604.7 996 2604.7 998 2604.7 1000 2604.7 1002 2604.7 1004 2604.7 1006 2604.7 1008 2604.7 1010 2604.7 1012 2604.7 1014 2604.7 1016 2604.7 1018 2604.7 1020 2604.7 1022 2604.7 1024 2604.7 1026 2604.7 1028 2604.7 1030 2604.7 1032 2604.7 1034 2604.7 1036 2604.7 1038 2604.7 1040 2604.7 1042 2604.7 1044 2604.7 1046 2604.7 1048 2604.7 1050 2604.7 1052 2604.7 1054 2604.7 1056 2604.7 1058 2604.7 1060 2604.7 1062 2604.7 1064 2604.7 1066 2604.7 1068 2604.7 1070 2604.7 1072 2604.7 1074 2604.7 1076 2604.7 1078 2604.7 1080 2604.7 1082 2604.7 1084 2604.8 1086 2604.8 1088 2605.3 1090 2606 1092 2606.9 1094 2607.9 1096 2608.8 1098 2609.7 1100 2610.7 1102 2611.3 1104 2612.2 1106 2612.6 1108 2612.6 1110 2612.6 1112 2612.6 1114 2612.6 1116 2612.6 1118 2612.6 1120 2612.6 1122 2612.6 1124 2612.6 1126 2612.6 1128 2612.6 1130 2612.6 1132 2612.6 1134 2612.6 1136 2612.6 1138 2612.6 1140 2612.6 1142 2612.6 1144 2612.6 1146 2612.6 1148 2612.6 1150 2612.6 1152 2612.6 1154 2612.6 1156 2612.6 1158 2612.6 1160 2612.6 1162 2612.6 1164 2612.6 1166 2612.6 1168 2612.6 1170 2612.6 1172 2612.6 1174 2612.6 1176 2612.6 1178 2612.6 1180 2612.6 1182 2612.6 1184 2612.6 1186 2612.6 1188 2612.6 1190 2612.6 1192 2612.6 1194 2612.6 1196 2612.6 1198 2612.6 1200 2612.6 1202 2612.6 1204 2612.7 1206 2612.7 1208 2612.7 1210 2612.7 1212 2612.7 1214 2612.7 1216 2612.7 1218 2612.7 1220 2612.7 1222 2612.7 1224 2612.7 1226 2612.7 1228 2612.7 1230 2612.7 1232 2612.7 1234 2612.7 1236 2612.7 1238 2612.7 1240 2612.7 1242 2612.7 1244 2612.7 1246 2612.7 1248 2612.7 1250 2612.7 1252 2612.7 1254 2612.7 1256 2612.7 1258 2612.7 1260 2612.7 1262 2612.7 1264 2612.7 1266 2612.7 1268 2612.7 1270 2612.7 1272 2612.7 1274 2612.7 1276 2612.7 1278 2612.7 1280 2612.7 1282 2612.7 1284 2612.7 1286 2612.7 1288 2612.7 1290 2612.7 1292 2612.7 1294 2612.7
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
782 .03 782 .03 1294 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 782 1294 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Cony. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
2611.69 Element

2.27 Wt. n -Val.
2609.42 Reach Len. (ft)
2609.42 Flow Area (sq ft)

0.008073 Area (sq ft)
13530.00 Flow (cfs)
247.41 Top Width (ft)

12.10 Avg. Vel. (ft/s)

4.72 Hydr. Depth (ft)
150588.6 Conv. (cfs)

50.00 Wetted Per. (ft)
2604.70 Shear (lb/sq ft)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1118.04
1118.04
13530.00
247.41

12.10 4.52
150588.6
249.32

2.26

Alpha
Frctn Loss (ft)
C & E Loss (ft)

1.00 Stream Power (1b/ft s)

0.40 Cum Volume (acre -ft)

0.00 Cum SA (acres)

27.35 11.49

2.52 Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates
that there is not a valid subcritical answer. The program defaulted to critical depth.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 3250
INPUT
Description: 3250
Station Elevation Data num= 261
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
784 2611.5 786 2611.5 788 2611.5 790 2611.5 792 2611.5
794 2611.5 796 2611.5 798 2611.5 800 2611.5 802 2611.5
804 2611.5 806 2611.5 808 2611.5 810 2611.5 812 2611.5
814 2611.5 816 2611.5 818 2611.5 820 2611.5 822 2611.5
824 2611.5 826 2611.5 828 2611.5 830 2611.5 832 2611.5
834 2611.5 836 2611.5 838 2611.5 840 2611.5 842 2611.3
844 2611 846 2610.5 848 2609.7 850 2608.7 852 2607.7
854 2606.7 856 2605.7 858 2604.8 860 2604 862 2603.7
864 2603.6 866 2603.5 868 2603.5 870 2603.5 872 2603.5
874 2603.5 876 2603.5 878 2603.5 880 2603.5 882 2603.5
884 2603.5 886 2603.5 888 2603.5 890 2603.5 892 2603.5
894 2603.5 896 2603.5 898 2603.5 900 2603.5 902 2603.5
904 2603.5 906 2603.5 908 2603.5 910 2603.5 912 2603.5
914 2603.5 916 2603.5 918 2603.5 920 2603.5 922 2603.5
924 2603.5 926 2603.5 928 2603.5 930 2603.5 932 2603.5
934 2603.5 936 2603.5 938 2603.5 940 2603.5 942 2603.5
944 2603.5 946 2603.5 948 2603.5 950 2603.5 952 2603.5
954 2603.5 956 2603.5 958 2603.5 960 2603.5 962 2603.5
964 2603.5 966 2603.5 968 2603.5 970 2603.5 972 2603.5
974 2603.5 976 2603.5 978 2603.5 980 2603.5 982 2603.5
984 2603.5 986 2603.5 988 2603.5 990 2603.5 992 2603.5
994 2603.5 996 2603.5 998 2603.5 1000 2603.5 1002 2603.5 1004 2603.5 1006 2603.5 1008 2603.5 1010 2603.5 1012 2603.5 1014 2603.5 1016 2603.5 1018 2603.5 1020 2603.5 1022 2603.5 1024 2603.5 1026 2603.5 1028 2603.5 1030 2603.5 1032 2603.5 1034 2603.5 1036 2603.5 1038 2603.5 1040 2603.5 1042 2603.5 1044 2603.5 1046 2603.5 1048 2603.5 1050 2603.5 1052 2603.5 1054 2603.5 1056 2603.5 1058 2603.5 1060 2603.5 1062 2603.5 1064 2603.5 1066 2603.5 1068 2603.5 1070 2603.5 1072 2603.5 1074 2603.5 1076 2603.5 1078 2603.5 1080 2603.5 1082 2603.5 1084 2603.5 1086 2603.7 1088 2604.2 1090 2605 1092 2605.9 1094 2606.8 1096 2607.7 1098 2608.6 1100 2609.5 1102 2610.4 1104 2611.2 1106 2611.4 1108 2611.4 1110 2611.5 1112 2611.5 1114 2611.5 1116 2611.5 1118 2611.5 1120 2611.5 1122 2611.5 1124 2611.5 1126 2611.5 1128 2611.5 1130 2611.5 1132 2611.5 1134 2611.5 1136 2611.5 1138 2611.5 1140 2611.5 1142 2611.5 1144 2611.5 1146 2611.5 1148 2611.5 1150 2611.5 1152 2611.5 1154 2611.5 1156 2611.5 1158 2611.5 1160 2611.5 1162 2611.5 1164 2611.5 1166 2611.5 1168 2611.5 1170 2611.5 1172 2611.5 1174 2611.5 1176 2611.5 1178 2611.5 1180 2611.5 1182 2611.5 1184 2611.5 1186 2611.5 1188 2611.5 1190 2611.5 1192 2611.5 1194 2611.5 1196 2611.5 1198 2611.5 1200 2611.5 1202 2611.5 1204 2611.5 1206 2611.5 1208 2611.5 1210 2611.5 1212 2611.5 1214 2611.5 1216 2611.5 1218 2611.5 1220 2611.5 1222 2611.5 1224 2611.5 1226 2611.5 1228 2611.5 1230 2611.5 1232 2611.5 1234 2611.5 1236 2611.5 1238 2611.5 1240 2611.5 1242 2611.5 1244 2611.5 1246 2611.5 1248 2611.5 1250 2611.5 1252 2611.5 1254 2611.5 1256 2611.5 1258 2611.5 1260 2611.5 1262 2611.5 1264 2611.5 1266 2611.5 1268 2611.5 1270 2611.5 1272 2611.5 1274 2611.5 1276 2611.5 1278 2611.5 1280 2611.5 1282 2611.5 1284 2611.5 1286 2611.5 1288 2611.5 1290 2611.5 1292 2611.5 1294 2611.5 1296 2611.5 1298 2611.5 1300 2611.5 1302 2611.5 1304 2611.5

Manning's n Values num=
Sta n Val Sta n Val
784 .03 784 .03
Bank Sta: Left Right
784 1304
3 Sta n Val
1304 .03
Lengths: Left Channel Right
50 50 50
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Cony. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2610.52

2.27 2608.24
2608.24

0.008006
13530.00
246.30

12.09 4.74
151210.0

50.00 2603.50

1.00 0.40

0.00 Element
Wt. n -Val.

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Corm. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre -ft)
Cum SA (acres)
Coeff Contr. Expan.
.1 .3
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1118.78
1118.78
13530.00
246.30

12.09 4.54
151210.0
248.20

2.25 27.25

10.21 2.24
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates
that there is not a valid subcritical answer. The program defaulted to critical depth.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 3200
INPUT
Description: 3200
Station Elevation Data num= 268
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
786 2610.3 788 2610.3 790 2610.3 792 2610.3 794 2610.3
796 2610.3 798 2610.3 800 2610.3 802 2610.3 804 2610.3
806 2610.3 808 2610.3 810 2610.3 812 2610.3 814 2610.3
816 2610.3 818 2610.3 820 2610.3 822 2610.3 824 2610.3
826 2610.3 828 2610.3 830 2610.3 832 2610.3 834 2610.3
836 2610.3 838 2610.3 840 2610.3 842 2610.3 844 2610.1
846 2609.8 848 2608.8 850 2608 852 2607 854 2606
856 2605 858 2604 860 2603.2 862 2602.7 864 2602.3
866 2602.3 868 2602.3 870 2602.3 872 2602.3 874 2602.3
876 2602.3 878 2602.3 880 2602.3 882 2602.3 884 2602.3
886 2602.3 888 2602.3 890 2602.3 892 2602.3 894 2602.3
896 2602.3 898 2602.3 900 2602.3 902 2602.3 904 2602.3
906 2602.3 908 2602.3 910 2602.3 912 2602.3 914 2602.3
916 2602.3 918 2602.3 920 2602.3 922 2602.3 924 2602.3
926 2602.3 928 2602.3 930 2602.3 932 2602.3 934 2602.3
936 2602.3 938 2602.3 940 2602.3 942 2602.3 944 2602.3
946 2602.3 948 2602.3 950 2602.3 952 2602.3 954 2602.3
956 2602.3 958 2602.3 960 2602.3 962 2602.3 964 2602.3
966 2602.3 968 2602.3 970 2602.3 972 2602.3 974 2602.3
976 2602.3 978 2602.3 980 2602.3 982 2602.3 984 2602.3
986 2602.3 988 2602.3 990 2602.3 992 2602.3 994 2602.3
996 2602.3 998 2602.3 1000 2602.3 1002 2602.3 1004 2602.3 1006 2602.3 1008 2602.3 1010 2602.3 1012 2602.3 1014 2602.3 1016 2602.3 1018 2602.3 1020 2602.3 1022 2602.3 1024 2602.3 1026 2602.3 1028 2602.3 1030 2602.3 1032 2602.3 1034 2602.3 1036 2602.3 1038 2602.3 1040 2602.3 1042 2602.3 1044 2602.3 1046 2602.3 1048 2602.3 1050 2602.3 1052 2602.3 1054 2602.3 1056 2602.3 1058 2602.3 1060 2602.3 1062 2602.3 1064 2602.3 1066 2602.3 1068 2602.3 1070 2602.3 1072 2602.3 1074 2602.3 1076 2602.3 1078 2602.3 1080 2602.3 1082 2602.3 1084 2602.4 1086 2602.7 1088 2603.3 1090 2603.9 1092 2604.8 1094 2605.7

1096 2606.6 1098 2607.5 1100 2608.4 1102 2609.2 1104 2609.8 1106 2610 1108 2610.3 1110 2610.3 1112 2610.3 1114 2610.3 1116 2610.3 1118 2610.3 1120 2610.3 1122 2610.3 1124 2610.3 1126 2610.3 1128 2610.3 1130 2610.3 1132 2610.3 1134 2610.3 1136 2610.3 1138 2610.3 1140 2610.3 1142 2610.3 1144 2610.3 1146 2610.3 1148 2610.3 1150 2610.3 1152 2610.3 1154 2610.3 1156 2610.3 1158 2610.3 1160 2610.3 1162 2610.3 1164 2610.3 1166 2610.3 1168 2610.3 1170 2610.3 1172 2610.3 1174 2610.3 1176 2610.3 1178 2610.3 1180 2610.3 1182 2610.3 1184 2610.3 1186 2610.3 1188 2610.3 1190 2610.3 1192 2610.3 1194 2610.3 1196 2610.3 1198 2610.3 1200 2610.3 1202 2610.3 1204 2610.3 1206 2610.3 1208 2610.3 1210 2610.3 1212 2610.3 1214 2610.3 1216 2610.3 1218 2610.3 1220 2610.3 1222 2610.3 1224 2610.3 1226 2610.3 1228 2610.3 1230 2610.3 1232 2610.3 1234 2610.3 1236 2610.3 1238 2610.3 1240 2610.3 1242 2610.3 1244 2610.3 1246 2610.3 1248 2610.3 1250 2610.3 1252 2610.3 1254 2610.3 1256 2610.3 1258 2610.3 1260 2610.3 1262 2610.3 1264 2610.3 1266 2610.3 1268 2610.3 1270 2610.3 1272 2610.3 1274 2610.3 1276 2610.3 1278 2610.3 1280 2610.3 1282 2610.3 1284 2610.3 1286 2610.3 1288 2610.3 1290 2610.3 1292 2610.3 1294 2610.3 1296 2610.3 1298 2610.3 1300 2610.3 1302 2610.3 1304 2610.3 1306 2610.3 1308 2610.3 1310 2610.3 1312 2610.3 1314 2610.3 1316 2610.3 1318 2610.3 1320 2610.3
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
786 .03 786 .03 1320 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 786 1320 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 2609.34 Element
Vel Head (ft) 2.29 Wt. n -Val.

W.S. Elev (ft) 2607.05 Reach Len. (ft)
Crit W.S. (ft) 2607.05 Flow Area (sq ft)
E.G. Slope (ft/ft) 0.008067 Area (sq ft)
Q Total (cfs) 13530.00 Flow (cfs)
Top Width (ft) 245.11 Top Width (ft)
Vel Total (ft/s) 12.15 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 4.75 Hydr. Depth (ft)
Cony. Total (cfs) 150641.6 Conv. (cfs)
Length Wtd. (ft) 50.00 Wetted Per. (ft)
Min Ch El (ft) 2602.30 Shear (lb/sq ft)
Alpha 1.00 Stream Power (lb/ft s)
Frctn Loss (ft) 0.40 Cum Volume (acre -ft)
C & E Loss (ft) 0.00 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1114.03
1114.03
13530.00
245.11

12.15 4.55
150641.6
246.96

2.27 27.59

8.93 1.96
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates
that there is not a valid subcritical answer. The program defaulted to critical depth.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 3150
INPUT
Description: 3150
Station Elevation Data num= 274
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
786 2609.1 788 2609.1 790 2609.1 792 2609.1 794 2609.1
796 2609.1 798 2609.1 800 2609.1 802 2609.1 804 2609.1
806 2609.1 808 2609.1 810 2609.1 812 2609.1 814 2609.1
816 2609.1 818 2609.1 820 2609.1 822 2609.1 824 2609.1
826 2609.1 828 2609.1 830 2609.1 832 2609.1 834 2609.1
836 2609.1 838 2609.1 840 2609.1 842 2609.1 844 2609.1
846 2608.5 848 2608.2 850 2607.3 852 2606.3 854 2605.2
856 2604.2 858 2603.2 860 2602.4 862 2601.5 864 2601.3

866
876
886
896
906
916
926
936
946
956
966
976
986
996
1006
1016
1026
1036
1046
1056
1066
1076
1086
1096
1106
1116
1126
1136
1146
1156
1166
1176
1186
1196
1206
1216
1226
1236
1246
1256
1266
1276
1286
1296
1306
1316
1326
2601.1
2601.1
2601.1
2601.1
2601.2
2601.2
2601.2
2601.2
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.6
2605.5
2609
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
Manning's n Values
Sta n Val
786 .03
868
878
888
898
908
918
928
938
948
958
968
978
988
998
1008
1018
1028
1038
1048
1058
1068
1078
1088
1098
1108
1118
1128
1138
1148
1158
1168
1178
1188
1198
1208
1218
1228
1238
1248
1258
1268
1278
1288
1298
1308
1318
1328
2601.1
2601.1
2601.1
2601.1
2601.2
2601.2
2601.2
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2602
2606.3
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
num=
Sta n Val
786 .03
870
880
890
900
910
920
930
940
950
960
970
980
990
1000
1010
1020
1030
1040
1050
1060
1070
1080
1090
1100
1110
1120
1130
1140
1150
1160
1170
1180
1190
1200
1210
1220
1230
1240
1250
1260
1270
1280
1290
1300
1310
1320
1330
2601.1
2601.1
2601.1
2601.1
2601.2
2601.2
2601.2
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2602.9
2607.2
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
3 Sta n Val
1332 .03
Bank Sta: Left Right Lengths: Left Channel
786 1332 50 50

CROSS SECTION OUTPUT
Profile #PF 1
E.G. Elev (ft) 2608.18
Vel Head (ft) 2.29
W.S. Elev (ft) 2605.88
Crit W.S. (ft) 2605.88
E.G. Slope (ft/ft) 0.008046
Q Total (cfs) 13530.00
Top Width (ft) 244.21
Vel Total (ft/s) 12.15
Max Chl Dpth (ft) 4.78
Conv. Total (cfs) 150838.3
Length Wtd. (ft) 50.00
Min Ch El (ft) 2601.10
Alpha 1.00
Frctn Loss (ft) 0.40
C & E Loss (ft) 0.00
872
882
892
902
912
922
932
942
952
962
972
982
992
1002
1012
1022
1032
1042
1052
1062
1072
1082
1092
1102
1112
1122
1132
1142
1152
1162
1172
1182
1192
1202
1212
1222
1232
1242
1252
1262
1272
1282
1292
1302
1312
1322
1332
Right
50 2601.1
2601.1
2601.1
2601.1
2601.2
2601.2
2601.2
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2601.1
2603.7
2608
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
2609.1
Element
Wt. n -Val.

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre -ft)
Cum SA (acres)
874 2601.1
884 2601.1
894 2601.1
904 2601.2
914 2601.2
924 2601.2
934 2601.2
944 2601.1
954 2601.1
964 2601.1
974 2601.1
984 2601.1
994 2601.1
1004 2601.1
1014 2601.1
1024 2601.1
1034 2601.1
1044 2601.1
1054 2601.1
1064 2601.1
1074 2601.1
1084 2601.3
1094 2604.6
1104 2608.5
1114 2609.1
1124 2609.1
1134 2609.1
1144 2609.1
1154 2609.1
1164 2609.1
1174 2609.1
1184 2609.1
1194 2609.1
1204 2609.1
1214 2609.1
1224 2609.1
1234 2609.1
1244 2609.1
1254 2609.1
1264 2609.1
1274 2609.1
1284 2609.1
1294 2609.1
1304 2609.1
1314 2609.1
1324 2609.1
Coeff Contr. Expan.
.1 .3
Left OB

50.00 Channel Right OB

0.030

50.00 50.00
1113.35
1113.35
13530.00
244.21

12.15 4.56
150838.3
246.11

2.27 27.61

7.65 1.68

Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates
that there is not a valid subcritical answer. The program defaulted to critical depth.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 3100
INPUT
Description: 3100
Station Elevation Data num= 281
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
788 2608 790 2608 792 2608 794 2607.9 796 2607.9
798 2607.9 800 2607.9 802 2607.9 804 2607.9 806 2607.9
808 2607.9 810 2607.9 812 2607.9 814 2607.9 816 2607.9
818 2607.9 820 2607.9 822 2607.9 824 2607.9 826 2607.9
828 2607.9 830 2607.9 832 2607.9 834 2607.9 836 2607.9
838 2607.9 840 2607.9 842 2607.9 844 2607.8 846 2607.8
848 2607.6 850 2606.6 852 2605.5 854 2604.5 856 2603.4
858 2602.4 860 2601.4 862 2600.8 864 2600.1 866 2600
868 2600 870 2600 872 2600 874 2600 876 2600
878 2600 880 2600 882 2600 884 2600 886 2600
888 2600 890 2600 892 2600 894 2600 896 2600
898 2600 900 2600 902 2600 904 2600 906 2600
908 2600 910 2600 912 2600 914 2600 916 2600
918 2600 920 2600 922 2600 924 2600 926 2600
928 2600 930 2600 932 2600 934 2600 936 2600
938 2600 940 2600 942 2600 944 2600 946 2600
948 2600 950 2600 952 2600 954 2600 956 2600
958 2600 960 2600 962 2600 964 2600 966 2600
968 2600 970 2600 972 2600 974 2600 976 2600
978 2600 980 2600 982 2600 984 2600 986 2600
988 2600 990 2600 992 2600 994 2600 996 2600
998 2600 1000 2600 1002 2600 1004 2600 1006 2600
1008 2600 1010 2600 1012 2600 1014 2600 1016 2600
1018 2600 1020 2600 1022 2600 1024 2599.9 1026 2599.9
1028 2599.9 1030 2599.9 1032 2599.9 1034 2599.9 1036 2599.9 1038 2599.9 1040 2599.9 1042 2599.9 1044 2599.9 1046 2599.9 1048 2599.9 1050 2599.9 1052 2599.9 1054 2599.9 1056 2599.9 1058 2599.9 1060 2599.9 1062 2599.9 1064 2599.9 1066 2599.9 1068 2599.9 1070 2599.9 1072 2599.9 1074 2599.9 1076 2599.9 1078 2599.9 1080 2599.9 1082 2599.9 1084 2600.1 1086 2600.3 1088 2601 1090 2601.6 1092 2602.7 1094 2603.5 1096 2604.4 1098 2605.2 1100 2606.1 1102 2606.8 1104 2607.4 1106 2607.8 1108 2607.9 1110 2607.9 1112 2607.9 1114 2607.9 1116 2607.9 1118 2607.9 1120 2607.9 1122 2607.9 1124 2607.9 1126 2607.9 1128 2607.9 1130 2607.9 1132 2607.9 1134 2607.9 1136 2607.9 1138 2607.9 1140 2607.9 1142 2607.9 1144 2607.9 1146 2607.9 1148 2607.9 1150 2607.9 1152 2607.9 1154 2607.9 1156 2607.9 1158 2607.9 1160 2607.9 1162 2607.9 1164 2607.9 1166 2607.9 1168 2607.9 1170 2607.9 1172 2607.9 1174 2607.9 1176 2607.9 1178 2607.9 1180 2607.9 1162 2607.9 1184 2607.9 1186 2607.9 1188 2607.9 1190 2607.9 1192 2607.9 1194 2607.9 1196 2607.9 1198 2607.9 1200 2607.9 1202 2607.9 1204 2607.9 1206 2607.9 1208 2607.9 1210 2607.9 1212 2607.9 1214 2607.9 1216 2607.9 1218 2607.9 1220 2607.9 1222 2607.9 1224 2607.9 1226 2607.9 1228 2607.9 1230 2607.9 1232 2607.9 1234 2607.9 1236 2607.9 1238 2607.9 1240 2607.9 1242 2607.9 1244 2607.9 1246 2607.9 1248 2607.9 1250 2607.9 1252 2607.9 1254 2607.9 1256 2607.9 1258 2607.9 1260 2607.9 1262 2607.9 1264 2607.9 1266 2607.9 1268 2607.9 1270 2607.9 1272 2607.9 1274 2607.9 1276 2607.9 1278 2607.9 1280 2607.9 1282 2607.9 1284 2607.9 1286 2607.9 1288 2607.9 1290 2607.9 1292 2607.9 1294 2607.9 1296 2607.9 1298 2607.9 1300 2607.9 1302 2607.9 1304 2607.9 1306 2607.9 1308 2607.9 1310 2607.9 1312 2607.9 1314 2607.9 1316 2607.9 1318 2607.9 1320 2607.9 1322 2607.9 1324 2607.9 1326 2607.9 1328 2607.9 1330 2607.9 1332 2607.9 1334 2607.9 1336 2607.9 1338 2607.9 1340 2607.9 1342 2607.9 1344 2607.9 1346 2607.9 1348 2607.9

Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
788 .03 788 .03 1348 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 788 1348 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2607.05 Element

2.30 Wt. n -Val.
2604.75 Reach Len. (ft)
2604.75 Flow Area (sq ft)

0.008067 Area (sq ft)
13530.00 Flow (cfs)
243.36 Top Width (ft)

12.18 Avg. Vel. (ft/s)

4.85 Hydr. Depth (ft)
150641.1 Conv. (cfs)

50.00 Wetted Per. (ft)
2599.90 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.40 Cum Volume (acre -ft)

0.00 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1110.99
1110.99
13530.00
243.36

12.18 4.57
150641.1
245.28

2.28 27.78

6.37 1.40
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates
that there is not a valid subcritical answer. The program defaulted to critical. depth.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 3050
INPUT
Description: 3050
Station Elevation Data num= 287
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
786 2606.8 788 2606.8 790 2606.8 792 2606.8 794 2606.8
796 2606.8 798 2606.8 800 2606.8 802 2606.8 804 2606.8
806 2606.8 808 2606.8 810 2606.8 812 2606.8 814 2606.8
816 2606.8 818 2606.8 820 2606.8 822 2606.8 824 2606.8
826 2606.8 828 2606.6 830 2606.8 832 2606.8 834 2606.8
836 2606.8 838 2606.8 840 2606.8 842 2606.8 844 2606.8
846 2606.8 848 2606.1 850 2605.1 852 2604.3 854 2603.2
856 2602.2 858 2601.2 860 2600.3 862 2599.4 864 2599
866 2598.8 868 2598.8 870 2598.8 872 2598.8 874 2598.8
876 2598.8 878 2598.8 880 2598.8 882 2598.8 884 2598.8
886 2598.8 888 2598.8 890 2598.8 892 2598.8 894 2598.8
896 2598.8 898 2598.8 900 2598.8 902 2598.8 904 2598.8
906 2598.8 908 2598.8 910 2598.8 912 2598.8 914 2598.8
916 2598.8 918 2598.8 920 2598.8 922 2598.8 924 2598.8
926 2598.8 928 2598.8 930 2598.8 932 2598.8 934 2598.8
936 2598.8 938 2598.8 940 2598.8 942 2598.8 944 2598.8
946 2598.8 948 2598.8 950 2598.8 952 2598.8 954 2598.8
956 2598.8 958 2598.8 960 2598.8 962 2598.8 964 2598.8
966 2598.8 968 2598.8 970 2598.8 972 2598.8 974 2598.8
976 2598.8 978 2598.8 980 2598.8 982 2598.8 984 2598.8
986 2598.8 988 2598.8 990 2598.8 992 2598.8 994 2598.8
996 2598.8 998 2598.8 1000 2598.8 1002 2598.8 1004 2598.8 1006 2598.8 1008 2598.8 1010 2598.8 1012 2598.8 1014 2598.8 1016 2598.8 1018 2598.8 1020 2598.8 1022 2598.8 1024 2598.8 1026 2598.8 1028 2598.8 1030 2598.8 1032 2598.8 1034 2598.8 1036 2598.8 1038 2598.8 1040 2598.8 1042 2598.8 1044 2598.8 1046 2598.8 1048 2598.8 1050 2598.8 1052 2598.8 1054 2598.8 1056 2598.8 1058 2598.8 1060 2598.8 1062 2598.8 1064 2598.8 1066 2598.8 1068 2598.8 1070 2598.8 1072 2598.8 1074 2598.8 1076 2598.8 1078 2598.8 1080 2598.8 1082 2598.8 1084 2598.9 1086 2599.3 1088 2599.8 1090 2600.7 1092 2601.6 1094 2602.4 1096 2603.3 1098 2604.1 1100 2605 1102 2605.8 1104 2606.3

1106 2606.6 1108 2606.8 1110 2606.8 1112 2606.8 1114 2606.8 1116 2606.8 1118 2606.8 1120 2606.8 1122 2606.8 1124 2606.8 1126 2606.8 1128 2606.8 1130 2606.8 1132 2606.8 1134 2606.8 1136 2606.8 1138 2606.8 1140 2606.8 1142 2606.8 1144 2606.8 1146 2606.8 1148 2606.8 1150 2606.8 1152 2606.8 1154 2606.8 1156 2606.8 1158 2606.8 1160 2606.8 1162 2606.8 1164 2606.8 1166 2606.8 1168 2606.8 1170 2606.8 1172 2606.8 1174 2606.8 1176 2606.8 1178 2606.8 1180 2606.8 1182 2606.8 1184 2606.8 1186 2606.8 1188 2606.8 1190 2606.8 1192 2606.8 1194 2606.8 1196 2606.8 1198 2606.8 1200 2606.8 1202 2606.8 1204 2606.8 1206 2606.8 1208 2606.8 1210 2606.8 1212 2606.8 1214 2606.8 1216 2606.8 1218 2606.8 1220 2606.8 1222 2606.8 1224 2606.8 1226 2606.8 1228 2606.8 1230 2606.8 1232 2606.8 1234 2606.8 1236 2606.8 1238 2606.8 1240 2606.8 1242 2606.8 1244 2606.8 1246 2606.8 1248 2606.8 1250 2606.8 1252 2606.8 1254 2606.8 1256 2606.8 1258 2606.8 1260 2606.8 1262 2606.8 1264 2606.8 1266 2606.8 1268 2606.8 1270 2606.8 1272 2606.8 1274 2606.8 1276 2606.8 1278 2606.8 1280 2606.8 1282 2606.8 1284 2606.8 1286 2606.8 1288 2606.8 1290 2606.8 1292 2606.8 1294 2606.8 1296 2606.8 1298 2606.8 1300 2606.8 1302 2606.8 1304 2606.8 1306 2606.8 1308 2606.8 1310 2606.8 1312 2606.8 1314 2606.8 1316 2606.8 1318 2606.8 1320 2606.8 1322 2606.8 1324 2606.8 1326 2606.8 1328 2606.8 1330 2606.8 1332 2606.8 1334 2606.8 1336 2606.8 1338 2606.8 1340 2606.8 1342 2606.8 1344 2606.8 1346 2606.8 1348 2606.8 1350 2606.8 1352 2606.8 1354 2606.8 1356 2606.8 1358 2606.8
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
786 .03 786 .03 1358 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 786 1358 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (c -£s)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2605.88 Element

2.30 Wt. n -Val.
2603.57 Reach Len. (ft)
2603.57 Flow Area (sq ft)

0.008069 Area (sq ft)
13530.00 Flow (cfs)
243.37 Top Width (ft)

12.18 Avg. Vel. (ft/s)

4.77 Hydr. Depth (ft)
150618.3 Conv. (cfs)

50.00 Wetted Per. (ft)
2598.80 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.40 Cum Volume (acre -ft)

0.00 Cum SA (acres)
Left OB

50.00 Channel Right OB

0.030

50.00 50.00
1110.85
1110.85
13530.00
243.37

12.18 4.56
150618.3
245.26

2.28 27.79

5.10 1.12
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth This indicates
that there is not a valid subcritical answer. The program defaulted to critical depth.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 3000
INPUT
Description: 3000
Station Elevation Data num= 295
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
788 2605.6 790 2605.6 792 2605.6 794 2605.6 796 2605.6
798 2605.6 800 2605.6 802 2605.6 804 2605.6 806 2605.6
808 2605.6 810 2605.6 812 2605.6 814 2605.6 816 2605.6
818 2605.6 820 2605.6 822 2605.6 824 2605.6 826 2605.6
828 2605.6 830 2605.6 832 2605.6 834 2605.6 836 2605.6

838
848
858
868
878
888
898
908
918
928
938
948
958
968
978
988
998
1008
1018
1028
1038
1048
1058
1068
1078
1088
1098
1108
1118
1128
1138
1148
1158
1168
1178
1188
1198
1208
1218
1228
1238
1248
1258
1268
1278
1288
1298
1308
1318
1328
1338
1348
1358
1368
2605.6
2604.9
2599.9
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2598.7
2603.1
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
Manning's n Values
Sta n Val
788 .03
Bank Sta: Left
788
840
850
860
870
880
890
900
910
920
930
940
950
960
970
980
990
1000
1010
1020
1030
1040
1050
1060
1070
1080
1090
1100
1110
1120
1130
1140
1150
1160
1170
1180
1190
1200
1210
1220
1230
1240
1250
1260
1270
1280
1290
1300
1310
1320
1330
1340
1350
1360
1370
2605.6
2604
2599
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597:6
2597.6
2599.6
2603.9
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
num=
Sta. n Val
788 .03
842
852
862
872
882
892
902
912
922
932
942
952
962
972
982
992
1002
1012
1022
1032
1042
1052
1062
1072
1082
1092
1102
1112
1122
1132
1142
1152
1162
1172
1182
1192
1202
1212
1222
1232
1242
1252
1262
1272
1282
1292
1302
1312
1322
1332
1342
1352
1362
1372
2605.6
2603
2598
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2600.4
2604.7
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
3 Sta n Val
1376 .03
844
854
864
874
884
894
904
914
924
934
944
954
964
974
984
994
1004
1014
1024
1034
1044
1054
1064
1074
1084
1094
1104
1114
1124
1134
1144
1154
1164
1174
1184
1194
1204
1214
1224
1234
1244
1254
1264
1274
1284
1294
1304
1314
1324
1334
1344
1354
1364
1374
Right Lengths: Left Channel Right
1376 50 50 50

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Profile #PF 1
2604.68

2.30 2602.38
2602.38

0.008066
13530.00
243.14

12.18 4.77
150653.2
Element
Wt. n -Val.

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
2605.6
2602
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.6
2597.8
2601.3
2605.1
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
2605.6
846 2605.4
856 2601
866 2597.6
876 2597.6
886 2597.6
896 2597.6
906 2597.6
916 2597.6
926 2597.6
936 2597.6
946 2597.6
956 2597.6
966 2597.6
976 2597.6
986 2597.6
996 2597.6
1006 2597.6
1016 2597.6
1026 2597.6
1036 2597.6
1046 2597.6
1056 2597.6
1066 2597.6
1076 2597.6
1086 2598.3
1096 2602.2
1106 2605.5
1116 2605.6
1126 2605.6
1136 2605.6
1146 2605.6
1156 2605.6
1166 2605.6
1176 2605.6
1186 2605.6
1196 2605.6
1206 2605.6
1216 2605.6
1226 2605.6
1236 2605.6
1246 2605.6
1256 2605.6
1266 2605.6
1276 2605.6
1286 2605.6
1296 2605.6
1306 2605.6
1316 2605.6
1326 2605.6
1336 2605.6
1346 2605.6
1356 2605.6
1366 2605.6
1376 2605.6
Coeff Contr. Expan.
.1 .3
Left OB

50.00 Channel Right OB

0.030

50.00 50.00
1110.70
1110.70
13530.00
243.14

12.18 4.57
150653.2

Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)

50.00 Wetted Per. (ft)
2597.60 Shear (lb/sq ft)

1.00 Stream Power (lb/ft s)

0.40 Cum Volume (acre -ft)

0.00 Cum SA (acres)
245.10

2.28 27.80

3.82 0.84
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth This indicates
that there is not a valid subcritical answer. The program defaulted to critical depth.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 2950
INPUT
Description: 2950
Station Elevation Data num= 280
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
788 2604.4 790 2604.4 792 2604.4 794 2604.4 796 2604.4
798 2604.4 800 2604.4 802 2604.4 804 2604.4 806 2604.4
808 2604.4 810 2604.4 812 2604.4 814 2604.4 816 2604.4
816 2604.4 820 2604.4 822 2604.4 824 2604.4 826 2604.4
828 2604.4 830 2604.4 832 2604.4 834 2604.4 836 2604.4
838 2604.4 840 2604.4 842 2604.4 844 2604.4 846 2604.3
848 2603.7 850 2602.7 852 2601.7 854 2600.7 856 2599.7
858 2598.7 860 2597.7 862 2596.9 864 2596.5 866 2596.4
868 2596.4 870 2596.4 872 2596.4 874 2596.4 876 2596.4
878 2596.4 880 2596.4 882 2596.4 884 2596.4 886 2596.4
888 2596.4 890 2596.4 892 2596.4 894 2596.4 896 2596.4
898 2596.4 900 2596.4 902 2596.4 904 2596.4 906 2596.4
908 2596.4 910 2596.4 912 2596.4 914 2596.4 916 2596.4
918 2596.4 920 2596.4 922 2596.4 924 2596.4 926 2596.4
928 2596.4 930 2596.4 932 2596.4 934 2596.4 936 2596.4
938 2596.4 940 2596.4 942 2596.4 944 2596.4 946 2596.4
948 2596.4 950 2596.4 952 2596.4 954 2596.4 956 2596.4
958 2596.4 960 2596.4 962 2596.4 964 2596.4 966 2596.4
968 2596.4 970 2596.4 972 2596.4 974 2596.4 976 2596.4
978 2596.4 980 2596.4 982 2596.4 984 2596.4 986 2596.4
988 2596.4 990 2596.4 992 2596.4 994 2596.4 996 2596.4
998 2596.4 1000 2596.4 1002 2596.4 1004 2596.4 1006 2596.4 1008 2596.4 1010 2596.4 1012 2596.4 1014 2596.4 1016 2596.4 1018 2596.4 1020 2596.4 1022 2596.4 1024 2596.4 1026 2596.4 1028 2596.4 1030 2596.4 1032 2596.4 1034 2596.4 1036 2596.4 1038 2596.4 1040 2596.4 1042 2596.4 1044 2596.4 1046 2596.4 1048 2596.4 1050 2596.4 1052 2596.4 1054 2596.4 1056 2596.4 1058 2596.4 1060 2596.4 1062 2596.4 1064 2596.4 1066 2596.4 1068 2596.4 1070 2596.4 1072 2596.4 1074 2596.4 1076 2596.4 1078 2596.4 1080 2596.4 1082 2596.4 1084 2596.8 1086 2597 1088 2597.5 1090 2598.4 1092 2599.3 1094 2600.2 1096 2601.1 1098 2602 1100 2602.8 1102 2603.5 1104 2604.1 1106 2604.4 1108 2604.4 1110 2604.4 1112 2604.4 1114 2604.4 1116 2604.4 1118 2604.4 1120 2604.4 1122 2604.4 1124 2604.4 1126 2604.4 1128 2604.4 1130 2604.4 1132 2604.4 1134 2604.4 1136 2604.4 1138 2604.4 1140 2604.4 1142 2604.4 1144 2604.4 1146 2604.4 1148 2604.4 1150 2604.4 1152 2604.4 1154 2604.4 1156 2604.4 1158 2604.4 1160 2604.4 1162 2604.4 1164 2604.4 1166 2604.4 1168 2604.4 1170 2604.4 1172 2604.4 1174 2604.4 1176 2604.4 1178 2604.4 1180 2604.4 1182 2604.4 1184 2604.4 1186 2604.4 1188 2604.4 1190 2604.4 1192 2604.4 1194 2604.4 1196 2604.4 1198 2604.4 1200 2604.4 1202 2604.4 1204 2604.4 1206 2604.4 1208 2604.4 1210 2604.4 1212 2604.4 1214 2604.4 1216 2604.4 1218 2604.4 1220 2604.4 1222 2604.4 1224 2604.4 1226 2604.4 1228 2604.4 1230 2604.4 1232 2604.4 1234 2604.4 1236 2604.4 1238 2604.4 1240 2604.4 1242 2604.4 1244 2604.4 1246 2604.4 1248 2604.4 1250 2604.4 1252 2604.4 1254 2604.4 1256 2604.4 1258 2604.4 1260 2604.4 1262 2604.4 1264 2604.4 1266 2604.4 1268 2604.4 1270 2604.4 1272 2604.4 1274 2604.4 1276 2604.4 1278 2604.4 1280 2604.4 1282 2604.4 1284 2604.4 1286 2604.4 1288 2604.4 1290 2604.4 1292 2604.4 1294 2604.4 1296 2604.4

1298 2604.4 1300 2604.4 1302 2604.4 1304 2604.4 1346 2604.4 1348 2604.4 1350 2604.4 1352 2604.4 1354 2604.4 1356 2604.4 1358 2604.4 1360 2604.4 1362 2604.4 1364 2604.4 1366 2604.4 1368 2604.4 1370 2604.4 1372 2604.4 1374 2604.4 1376 2604.4 1378 2604.4 1380 2604.4 1382 2604.4 1384 2604.4 1386 2604.4 Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
788 .03 788 .03 1386 .03
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 788 1386 50 50 50 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 2603.48 Element
Vel Head (ft) 2.30 Wt. n -Val.

W.S. Elev (ft) 2601.18 Reach Len. (ft)
Crit W.S. (ft) 2601.18 Flow Area (sq ft)
E.G. Slope (ft/ft) 0.008065 Area (sq ft)
Q Total (cfs) 13530.00 Flow (cfs)
Top Width (ft) 243.12 Top Width (ft)
Vel Total (ft/s) 12.18 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 4.78 Hydr. Depth (ft)
Conv. Total (cfs) 150659.8 Conv. (cfs)
Length Wtd. (ft) 50.00 Wetted Per. (ft)
Min Ch El (ft) 2596.40 Shear (lb/sq ft)
Alpha 1.00 Stream Power (lb/ft s)
Frctn Loss (ft) 0.40 Cum Volume (acre -ft)
C & E Loss (ft) 0.00 Cum SA (acres)
Left OB Channel Right OB

0.030

50.00 50.00 50.00
1110.63
1110.63
13530.00
243.12

12.18 4.57
150659.8
245.04

2.28 27.80

2.55 0.56
Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates
that there is not a valid subcritical answer. The program defaulted to critical depth.

CROSS SECTION
REACH: 1
RIVER: 1
RS: 2900
INPUT
Description: 2900
Station Elevation Data num= 221
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
788 2603.2 790 2603.2 792 2603.2 794 2603.2 796 2603.2
798 2603.2 800 2603.2 802 2603.2 804 2603.2 806 2603.2
808 2603.2 810 2603.2 812 2603.2 814 2603.2 816 2603.2
818 2603.3 820 2603.3 822 2603.3 824 2603.3 826 2603.3
828 2603.3 830 2603.3 832 2603.3 834 2603.3 836 2603.3
838 2603.3 840 2603.3 842 2603.3 844 2603.3 846 2603
848 2602.4 850 2601.4 852 2600.4 854 2599.4 856 2598.4
858 2597.4 860 2596.4 862 2595.7 864 2595.3 866 2595.3
868 2595.3 870 2595.3 872 2595.3 874 2595.3 876 2595.3
878 2595.3 880 2595.3 882 2595.3 884 2595.3 886 2595.2
888 2595.2 890 2595.2 892 2595.2 894 2595.2 896 2595.2
898 2595.2 900 2595.2 902 2595.2 904 2595.2 906 2595.2
908 2595.2 910 2595.2 912 2595.2 914 2595.2 916 2595.2
918 2595.2 920 2595.2 922 2595.2 924 2595.2 926 2595.2
928 2595.2 930 2595.2 932 2595.2 934 2595.2 936 2595.2
938 2595.2 940 2595.2 942 2595.2 944 2595.2 946 2595.2
948 2595.2 950 2595.2 952 2595.2 954 2595.2 956 2595.2
958 2595.2 960 2595.2 962 2595.2 964 2595.2 966 2595.2
968 2595.2 970 2595.2 972 2595.2 974 2595.2 976 2595.2
978 2595.2 980 2595.2 982 2595.2 984 2595.2 986 2595.2
988 2595.2 990 2595.2 992 2595.2 994 2595.2 996 2595.2
1026 2595.2 1028 2595.2 1030 2595.2 1032 2595.2 1034 2595.2 1036 2595.2 1036 2595.2 1040 2595.3 1042 2595.3 1044 2595.3 1046 2595.3 1048 2595.3 1050 2595.3 1052 2595.3 1054 2595.3 1056 2595.3 1058 2595.3 1060 2595.3 1062 2595.3 1064 2595.3 1066 2595.3 1068 2595.3 1070 2595.3 1072 2595.3 1074 2595.3

1076 2595.3 1078 2595.3 1080 2595.3 1082 2595.3 1084 2595.3 1086 2595.5 1088 2596.4 1090 2597.3 1092 2598.2 1094 2599.1 1096 2600 1098 2600.9 1100 2601.7 1102 2602.6 1104 2603.1 1106 2603.2 1108 2603.2 1110 2603.2 1112 2603.2 1114 2603.2 1116 2603.2 1118 2603.2 1120 2603.2 1122 2603.2 1124 2603.2 1126 2603.2 1128 2603.2 1130 2603.2 1132 2603.2 1134 2603.2 1136 2603.2 1138 2603.2 1140 2603.2 1142 2603.2 1144 2603.2 1146 2603.2 1148 2603.2 1150 2603.2 1152 2603.2 1154 2603.2 1156 2603.2 1158 2603.2 1160 2603.2 1162 2603.2 1164 2603.2 1166 2603.2 1168 2603.2 1170 2603.2 1172 2603.2 1174 2603.2 1176 2603.2 1178 2603.2 1180 2603.2 1182 2603.2 1184 2603.2 1186 2603.2 1188 2603.2 1190 2603.2 1192 2603.2 1194 2603.2 1196 2603.2 1198 2603.2 1200 2603.2 1202 2603.2 1204 2603.2 1206 2603.2 1208 2603.2 1210 2603.2 1212 2603.2 1214 2603.2 1216 2603.2 1218 2603.2 1220 2603.2 1222 2603.2 1224 2603.2 1226 2603.2 1228 2603.2 1230 2603.2 1232 2603.2 1380 2603.2 1382 2603.3 1384 2603.3 1386 2603.3 1388 2603.3 1390 2603.3 1392 2603.3 1394 2603.3 1396 2603.3 1398 2603.3 1400 2603.3 1402 2603.3
Manning's n Values
Sta n Val
788 .03
num= 3
Sta n Val Sta n Val
788 .03 1402 .03
Bank Sta: Left Right
788 1402

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
Lengths: Left Channel Right
50 50 50
Profile #PF 1
2602.30

2.31 2600.00
2600.00

0.008086
13530.00
243.18

12.19 4.80
150467.4

50.00 2595.20

1.00 0.40

0.00 Element
Wt. n -Val.

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Cony. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre -ft)
Cum SA (acres)
Coeff Contr. Expan.
.1 .3
Left OB

50.00 Channel

0.030

50.00 1110.02
1110.02
13530.00
243.18

12.19 4.56
150467.4
245.17

2.29 27.86

1.27 0.28
Right OB

50.00 Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations.

Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections.

Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates
that there is not a valid subcritical answer. The program defaulted to critical depth.

CROSS SECTION
REACH: 1
INPUT
Description: 2850
Station Elevation
Sta Elev
788 2602.1
798 2602.1
808 2602.1
818 2602.1
828 2602.1
838 2602.1
848 2601.1
858 2596.3
868 2594.1
878 2594.1
888 2594.1
898 2594.1
RIVER: 1
RS: 2850
Data num= 123
Sta Elev Sta Elev Sta Elev Sta Elev
790 2602.1 792 2602.1 794 2602.1 796 2602.1
800 2602.1 802 2602.1 804 2602.1 806 2602.1
810 2602.1 812 2602.1 814 2602.1 816 2602.1
820 2602.1 822 2602.1 824 2602.1 826 2602.1
830 2602.1 832 2602.1 834 2602.1 836 2602.1
840 2602.1 842 2602.1 844 2602 846 2601.7
850 2600.1 852 2599.2 854 2598.2 856 2597.3
860 2595.4 862 2594.6 864 2594.2 866 2594.1
870 2594.1 872 2594.1 874 2594.1 876 2594.1
880 2594.1 882 2594.1 884 2594.1 886 2594.1
890 2594.1 892 2594.1 894 2594.1 896 2594.1
900 2594.1 902 2594.1 904 2594.1 906 2594.1

908 2594.1 910 2594.1 912 2594.1 914 2594.1 916 2594.1
918 2594.1 920 2594.1 922 2594.1 924 2594.1 926 2594.1
1062 2594.1 1064 2594.1 1066 2594.1 1068 2594.1 1070 2594.1 1072 2594.1 1074 2594.1 1076 2594.1 1078 2594.1 1080 2594.1 1082 2594.1 1084 2594.1 1086 2594.5 1088 2595.1 1090 2596 1092 2597 1094 2597.9 1096 2598.8 1098 2599.8 1100 2600.7 1102 2601.5 1104 2601.9 1106 2602.1 1108 2602.1 1110 2602.1 1112 2602.1 1114 2602.1 1116 2602.1 1118 2602.1 1120 2602.1 1122 2602.1 1124 2602.1 1126 2602.1 1128 2602.1 1130 2602.1 1132 2602.1 1134 2602.1 1136 2602.1 1138 2602.1 1140 2602.1 1142 2602.1 1144 2602.1 1146 2602.1 1148 2602.1 1150 2602.1 1152 2602.1 1154 2602.1 1156 2602.1 1158 2602.1 1160 2602.1 1416 2602.1 1418 2602.1 1420 2602.1
Manning's n Values
Sta
788
num= 3
n Val Sta n Val Sta n Val
.03 788 .03 1420 .03
Bank Sta: Left Right
788 1420

CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Cony. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
Lengths: Left Channel Right
0 0 0
Profile #PF 1
2601.17

2.30 2598.87
2598.87

0.008074
13530.00
243.47

12.18 4.77
150576.0
2594.10

1.00 Element
Wt. n -Val.

Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Cony. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre -ft)
Cum SA (acres)
Coeff Contr. Expan.
.1 .3
Left OB Channel Right OB

0.030
1110.93
1110.93
13530.00
243.47

12.18 4.56
150576.0
245.41

2.28 27.79

9LLZ lo 5£9. abed
2688.03
_..

NOBLE CREEK DESIGN Import ed Plan 01 7/4/01
River = 1 Reach = 1 6350 RS = 6350
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NOBLE CREEK DESIGN Imported Plan 01 7/4/01
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Legend
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Gr ound
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Bank Sta
Station (ft)

9LLZ lo 1.£91. abed
t
NOBLE CREEK DESIGN Imported
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.03 -
Plan 01
RS = 6250
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... j.
2686
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Station (ft)

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NOBLE CREEK DESIGN Imported Plan 01 7/4/01
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