Laserfiche WebLink
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 />Filename: C:\SCAD3\CWB\WFILLS User: CWB <br />Date: 07-19-1997 Time: 12:01:55 <br />WEST SIDE OF FILL 5: D51 & D52 (100-YR), D55 (10-YR) <br />Storm: 2.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------------------------- <br />DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <br />-------------------------------------------- <br />-------------------------------------------- <br /> Seg. Land Flow Segment Time Muskingum <br />J B S SWS # Condition Distance Slope Velocity Time Conc. K X <br /> <br />-- <br />-- <br />-- <br />---- <br />---- <br />----------- (ft) <br />------- <br />--- (%) <br />------- (fps) <br />--------- (hr) <br />-------- (hr) <br />------- (hr) <br />------------- <br />-- <br />1 -- <br />1 -- <br />1 --- <br />1 ---- <br />-a ------ <br />5 ------- <br />182. --- <br />34 ------- <br />38.39 --------- <br />6.20 -------- <br />0.01 ------- ------------- <br /> <br />- <br />---- -b <br />---- 8 <br />------ <br />---- 580. <br />------- 60 <br />--- 5.00 <br />------- 6.71 <br />--------- 0.02 <br />-------- 0.032 <br />----- <br />----------- <br />-- <br />-- <br />1 -- <br />-- <br />2 - <br />-- <br />1 ---- <br />1 ---- <br />-a - <br />----------- <br />5 ------- <br />267. --- <br />78 ------- <br />22.41 --------- <br />4.73 -------- <br />0.02 -- <br />------- -- <br />------------- <br /> -b 7 344. 87 26.10 10.28 0.01 <br /> -c 8 286. 06 5.00 6.71 0.01 0.038 <br />-- <br />2 -- <br />1 -- <br />1 ---- <br />1 ---- <br />-a ----------- <br />5 ------- <br />1106. --- <br />98 ------- <br />5.42 --------- <br />2.33 -------- <br />0.15 ------- ------------- <br /> -b 7 921. 39 20.62 9.14 0.03 0.180 <br />? 1 1 1 1-- - <br />-----8 --877_ 52- --20_96 --13_73-- --~-~? 0_018 <br />0.~ <br />- <br />-- <br />2 - <br />-- <br />1 - <br />-- <br />1 - <br />-- <br />---- <br />2 - <br />---- <br />-a ---- <br />----------- <br />5 - <br />------- <br />95. --- <br />86 ------- <br />31.30 --------- <br />5.59 __ <br />------ <br />0.00 ___==== = <br />-- <br /> -b 7 491. 11 5.00 4.50 0.03 <br /> -c 8 696. 55 20.10 13.45 0.02 0.051 <br />-- <br />2 -- <br />1 -- <br />1 ---- <br />3 ---- <br />-a ----------- <br />5 ------- <br />200. --- <br />87 ------- <br />34.85 --------- <br />5.90 -------- <br />0.01 ------- ------------- <br /> -b 7 274. 40 10.93 6.66 0.01 <br /> -c 8 759. 33 11.85 10.33 0.03 0.050 <br /> <br />