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REP42041
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REP42041
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Entry Properties
Last modified
8/25/2016 12:43:51 AM
Creation date
11/27/2007 9:11:08 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1993041
IBM Index Class Name
Report
Doc Name
APPENDIX A ENGINEERING DESIGN & FLOOD DATA ST VRAIN CREEK BRIDGE
Media Type
D
Archive
No
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TABLE 2 - SUMMARY OF RESULTS FROM BACKWATER ANALYSIS -SOUTH CHANNEL <br /> SOUTH CH ANNEL -INITIAL CONDITIONS SOUTH C HANNEL -INCREASED FLOW <br /> Distance Computed Total Width of Cross Computed Total Width of Cross Change in Change in <br /> Between Cummuletive Water Flow at Water Section Water Flow at Water Section Water Total Flow <br /> Sections Distance Surace Section Surfaee Area SuAace Section Surface Area Surface At SecUOn <br />Section tt ft Elevation cfs tt. s .tt. Elevation cfs tt. s .ft. Elevation c1s <br />34 0 0 5062.53 9448.00 1126.86 3804.94 5062.53 9448.00 1128.88 3604.94 0.00 0.00 <br />1036 600 800 5065.21 3250.51 751.47 615.06 5065.25 3424.92 763.23 641.68 0.04 174.41 <br />1038 770 1570 5091.47 3250.51 986.53 1493.26 5091.52 3424.92 994.83 1543.09 0.05 174.41 <br />1044 830 2400 5097.11 3250.51 948.64 756.67 5097.14 3424.92 952.74 769.fi3 0.03 174.41 <br />1046 740 3140 5103.46 3250.51 640.77 1306.67 5103.50 3424.92 841.94 1343.24 0.04 174.41 <br />1048 920 4060 5107.67 3250.51 722.59 1106.42 5107.75 3424.92 740.04 1152.84 0.08 174.41 <br />1056 880 4940 5115.16 3250.51 1051.55 956.01 5115.20 3424.92 1065.48 994,78 0.04 174.41 <br />1058 1300 6240 5125.69 3250.51 1077.34 1325.01 5125.93 3424.92 1094.00 1373.25 0.04 174.41 <br />1059 740 6980 5131.67 3250.51 531.91 721.32 5131.92 3424.92 539.22 748.78 0.05 174.41 <br />1060 550 7530 5135.65 4130.00 1010.10 1617.01 5135.73 4503.00 1031.77 1703.75 0.08 373.00 <br />1061 350 7860 5139.02 4130.00 908.01 776.16 5139.08 4503.00 931.84 832.96 0.06 373.00 <br />1072 1160 9040 5145.89 4130.00 1060.05 2236.68 5146.01 4503.00 1100.70 2364.46 0.12 373.00 <br />1074 620 9660 5150.52 4130.00 1152.51 606.56 5150.59 4503.00 1162.24 689.50 0.07 373.00 <br />1076 1320 10980 5162.20 4130.00 1087.20 18&3.44 5162.42 4503.00 1348.39 2135.35 0.22 373.00 <br />1076 1350 12330 5175.91 4130.00 1037.79 1751.45 5175.91 4503.00 1037.79 1751.45 0.00 373.00 <br />t OBO 550 12880 5180.72 4130.00 543.91 618.55 5160.93 4503.00 545.50 734.51 0.21 373.00 <br />1066 1150 14030 5191.43 4130.00 1211.43 1916.62 5191.46 4503.00 1211.46 1953.29 0.03 373.00 <br />1088 1150 15160 5201.77 4130.00 660.59 763.52 5201.84 4503.00 893.51 823.05 0.07 373.00 <br />1090 450 15630 5206.17 4130.00 1582.48 2108.83 5206.26 4503.00 1637.81 2244.84 0.09 373.00 <br />1094 400 16030 5211.00 4130.00 1209.11 856.16 5211,05 4503.00 1217.40 914.81 0.05 373.00 <br />1104 1100 17130 5213.68 4130.00 398.77 581.62 5213.76 4503.00 415.28 617.00 0.08 373.00 <br />1107 450 17580 5219.47 4130.00 _ <br />1271.71 1740.54 5219.57 4503.00 1321.99 1672.25 0.10 373.00 <br />
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