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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 />Filename: C:\SEDCAD3\WELK\SAELPTS User: bgw <br />Date: 12-05-1994 Time: 12:14:43 <br />Lone'Pine Gulch Topsoil Storage Pile <br />Storm: 1.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <br />Seg. Land Flow Segment Time Muskingum <br />J B S SWS # Condition Distance Slope Velocity Time Conc. R X <br />(ft) (~) (fps) (hr) (hr) (hr) <br />1 1 1 1 -a 5 60.00 <br />-- <br />--- 18.00 <br />- 4.24 <br />-------- 0.00 <br />-------- 0.003 <br />---- <br />-- - <br />------ <br />1 1 1 --- <br />1 ------- <br />-1 -------- <br />8 - <br />- <br />---- <br />40,16 ------- <br />9.00 <br />9.00 <br />0.00 --- ---- <br />- <br />0.001 ------ <br />0.420 <br />1 1 1 <br />- <br />- 2 <br />- <br />- -a <br />------- 5 <br />-------- 40,00 <br />----------- 40.00 <br />-------- 6.32 <br />-------- 0.00 <br />-------- 0.001 <br />------- <br />------- <br />------ <br />--- <br />- <br />1 1 1 <br />------ - <br />2 <br />--- -1 <br />------- 8 <br />-------- 110.44 <br />----------- 9.00 <br />-------- 9.00 <br />-------- 0.00 <br />-------- <br />------- 0.003 <br />------ 0.420 <br />------ <br />------ <br />1 2 1 <br />------ --- <br />1 <br />--- ------- <br />-a <br />------- ------- <br />5 <br />-------- ---------- <br />45,00 <br />----------- ------- <br />18.00 <br />-------- -------- <br />4.24 <br />-------- ----- - <br />0.00 <br />-------- ----- <br />0.002 <br />------- ------ <br /> <br />------- ----- <br /> <br />------ <br />1 2 1 1 -1 8 30.12 9.00 9.00 0.00 0.000 0.420 <br /> <br />~~1 <br />------ --- <br />2 <br />--- ------- <br />-a <br />------- -------- <br />5 <br />-------- ----------- <br />40.00 <br />----------- -------- <br />40.00 <br />-------- -------- <br />6.32 <br />-------- -------- <br />0.00 <br />-------- ------- <br />0.001 <br />------- ------- <br /> <br />------- ------ <br /> <br />------ <br />1 2 1 <br />------ 2 <br />--- -1 <br />------- 8 <br />-------- 110.44 <br />----------- 9.00 <br />-------- 9.00 <br />-------- 0.00 <br />-------- <br />------- 0.003 <br />------- 0.420 <br />------ <br />------ <br />1 3 1 --- <br />1 ------- <br />-a -------- <br />5 ----------- <br />100.00 -------- <br />40.00 -------- <br />6.32 -------- <br />0.00 ------- <br />0.004 ------- ----- <br /> <br />