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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br /> Company Name: GREYSTONE DEVELOPMENT CONSULTANTS <br /> Fi lenam e: C:\SEDCA D3\LOR\WF ILL4 Use r: CWB <br /> Da te: 07-2 3-1997 Time: 08:5 1:28 <br /> W SIDE OF FILL 4: D43 & 44 (100 YR STORM) AND D45 (10 YR STORM) <br /> Storm: 2.90 inches, 10 year -24 hour, SCS Type II <br /> Hydrograph Conv olution Interval: 0.1 hr <br /> ------------------------------------------- <br />------------------------------------------- <br />DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <br />------------------------------------------- <br />------------------------------------------- - <br />- <br /> <br />- <br />- <br /> Seg. Land Flow S egment Time Muskingum <br />J B S SWS # Condition Distance Slope Velocity Time Conc. K X <br /> <br />----- <br />----- <br />---- <br />-- <br />----- <br />----- <br />----------- <br />----------- (ft) <br />--------- <br />--------- (~) (fps) <br />------------------ <br />------------------ (hr) <br />-------- <br />-------- (hr) <br />------ <br />------ (hr) <br />------------- <br />---- <br />-- <br /> <br />1 1 1 -- <br />1 <br />-a <br />5 <br />115.13 <br />34.74 5.89 <br />0.01 -- <br />---- <br />- <br /> <br />----- <br />---- -b <br />----- 7 <br />----------- 10.88 <br />--------- 5.00 4.50 <br />------------------ 0.00 <br />-------- 0.006 <br />------ <br />------------- <br />----- <br />2 1 1 ---- <br />1 ----- <br />-a ----------- <br />5 --------- <br />250.48 ------------------ <br />11.98 3.46 -------- <br />0.02 ------ ------------- <br /> -b 7 596.97 31.83 11.36 0.02 <br /> -c 8 376.89 5.00 6.71 0.02 <br /> <br />----- <br />---- -d <br />----- 8 <br />----------- 325.13 <br />--------- 12.30 10.52 <br />------------------ 0.01 <br />-------- 0.061 <br />------ <br />------------- <br />----- <br />2 1 2 ---- <br />1 ----- <br />-a ----------- <br />5 --------- <br />361.90 ------------------ <br />8.29 2.88 -------- <br />0.04 ------ ------------- <br /> -b 7 1502.54 3.99 4.02 0.12 <br /> -c 7 876.43 5.00 4.50 0.05 <br /> ---- -_d-- -----8----- ---290_17 17.23 12.45 <br />------------------ 0.01 <br />-------- 0.219 <br />------ <br />------------- <br />2 <br />----- 1 <br />---- -1 <br />----- 8 <br />----------- 577.67 <br />--------- 19.40 13.21 <br />------------------ 0.01 <br />-------- <br />------ 0.012 0.441 <br />------------- <br />----- <br />2 1 2 ---- <br />2 ----- <br />-a ----------- <br />5 --------- <br />121.08 ------------------ <br />33.04 5.75 -------- <br />0.01 ------ ------------- <br /> -b 7 219.50 6.00 4.93 0.01 <br /> -c 8 408.79 17.12 12.41 0.01 0.028 <br />L <br />