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:\SEDCAD3\NELK\DEVWST User: CWB <br />Date: 08-29-1997 Time: 16:26:52 <br />NEW ELK DEVELOPMENT WASTE PILE, D10, 100-YR DITCH, E SIDE, B SOILS <br />Storm: 2.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />-------------------------------------------- <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 />----------- <br />----------- (ft) <br />---------- <br />---------- ($) <br />-------- <br />-------- (fps) <br />-------- <br />------- (hr) <br />-------- <br />--------- (hr) <br />------- <br />------- (hr) <br />------------- <br />------------- <br />---- <br />1 1 - <br />1 ---- <br />1 -a 3 30.00 27.00 3.64 0.00 <br /> -b <br />- 8 <br />----------- 820.00 <br />---------- 0.20 <br />-------- 1.34 <br />------- 0.17 <br />----- 0.172 <br />---- <br />1 1 <br />---- - <br />1 <br />- ---- <br />1 <br />---- ---- <br />-1 <br />----- <br />3 <br />----------- <br />25.08 <br />---------- <br />8.00 <br />-------- <br />1.98 <br />-------- ---- <br />0.00 <br />-------- ------- <br /> <br />------- ------------- <br />0.003 0.269 <br />------------- <br />---- <br />1 1 - <br />1 ---- <br />2 ----- <br />-a ----------- <br />7 ---------- <br />6.00 -------- <br />2.00 -------- <br />2.85 -------- <br />0.00 ------- ------------- <br /> <br />---- <br />- <br />---- -b <br />----- 8 <br />----------- 810.00 <br />---------- 0.20 <br />-------- 1.34 <br />-------- 0.17 <br />-------- 0.168 <br />------- <br />------------- <br />---- <br />1 1 - <br />1 ---- <br />3 ----- <br />-a ----------- <br />1 ---------- <br />244.99 -------- <br />40.82 -------- <br />1.62 -------- <br />0.04 ------- ------------- <br /> -b 7 1089.42 41.31 12.94 0.03 <br /> <br />- <br />---- c <br />- -- 8 <br />---------- 3347.59 <br />-------- 10.46 <br />-------- 9.70 <br />-------- 0.11 <br />-------- 0.181 <br />------- <br />- <br />----------- <br />1 1 2 1 - <br />-a 3 - <br />40.37 24.77 3.48 0.00 - <br /> <br />---- <br />- <br />---- -b <br />------ 8 <br />---------- 195.09 <br />---------- 6.15 <br />-------- 7.44 <br />-------- 0.01 <br />-------- 0.011 <br />------- <br />------------- <br />---- <br />1 1 - <br />2 ---- <br />2 ------ <br />-a ---------- <br />5 ---------- <br />31.35 -------- <br />31.90 -------- <br />5.65 -------- <br />0.00 ------- ------------- <br /> -b 8 318.32 3.77 5.82 0.02 0.018 <br />• <br />