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<br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />URBAN DRAINAGE STORM WATER MANAGEMENT MODEL - 32 BIT VERSION 1998 <br />REVISED BY UNIVERSITY OF COLORADO AT DENVER <br /> <br />*** ENTRY MADE TO RUNOFF MODEL *** <br /> <br />Comanche Creek and Little Comanche Creek SWMM output file <br /> <br />ONUMBER OF TIME STEPS 360 <br />OINTEGRATION TIME INTERVAL (MINUTES), 5.00 <br /> <br />25.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH <br />1 <br /> <br />Comanche Creek and Little Comanche Creek SWMM output file <br /> <br /> WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE <br />GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH JK <br />NUMBER CONNECTION (FT) (FT) (FT/FT) L R N (FT) <br />5 10 0 1 CHANNEL 50.0 14825. .0104 4.0 4.0 .035 20.00 0 <br />10 15 0 1 CHANNEL 50.0 5245. .0128 4.0 4.0 .035 20.00 0 <br />15 20 0 1 CHANNEL 50.0 8640. .0094 4.0 4.0 .035 20.00 0 <br />20 25 0 1 CHANNEL 50.0 11644. .0098 4.0 4.0 .035 20.00 0 <br />25 36 0 1 CHANNEL 100.0 11327. .0072 4.0 4.0 .035 20.00 0 <br />36 40 0 1 CHANNEL 100.0 9064. .0091 4.0 4.0 .035 20.00 0 <br />40 45 0 1 CHANNEL 100.0 5475. .0066 4.0 4.0 .035 20.00 0 <br />45 56 0 1 CHANNEL 280.0 16212. .0066 4.0 4.0 .035 20.00 0 <br />56 60 0 1 CHANNEL 280.0 3089. .0068 4.0 4.0 .035 20.00 0 <br />60 65 0 1 CHANNEL 200.0 3541. .0064 4.0 4.0 .035 20.00 0 <br />65 70 0 1 CHANNEL 200.0 10458. .0054 10.0 10.0 .035 20.00 0 <br />70 75 0 1 CHANNEL 130.0 8490. .0066 2.0 2.0 .035 20.00 0 <br />75 86 0 1 CHANNEL 140.0 15213. .0044 3.0 3.0 .035 20.00 0 <br />86 96 0 1 CHANNEL 100.0 14008. .0060 4.0 4.0 .035 20.00 0 <br />96 106 0 1 CHANNEL 125.0 17093. .0052 4.0 4.0 .035 20.00 0 <br />106 110 0 1 CHANNEL 130.0 16800. .0045 4.0 4.0 .035 20.00 0 <br />110 120 0 1 CHANNEL 150.0 20800. .0045 3.0 3.0 .035 20.00 0 <br />120 125 0 1 CHANNEL 150.0 11100. .0043 3.0 3.0 .035 20.0'J 0 <br />125 130 0 1 CHANNEL 30.0 21900. .0050 3.0 3.0 .035 20.00 0 <br />130 135 0 1 CHANNEL 30.0 14050. .0053 3.0 3.0 .035 20.00 0 <br />135 140 0 1 CHANNEL 80.0 2150. .0070 3.0 3.0 .035 20.00 0 <br />140 215 0 1 CHANNEL 80.0 2600. .0058 3.0 3.0 .035 20.00 0 <br />200 205 0 1 CHANNEL 40.0 27d30. .0055 11.0 11.0 .035 20.00 0 <br />205 210 0 1 CHANNEL 40.0 2200. .0014 11. 0 11.0 .035 20.00 0 <br />210 215 0 1 CHANNEL 323.0 2200. .0048 5.0 5.0 .035 20.00 0 <br />10yearsum.sot <br /> <br /> <br />- <br /> <br />- <br />