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Civil Software Design -- SEDCAD+ Version 3.1 Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. • Company Name: GREYSTONE DEVELOPMENT CONSULTANTS Filename: C:\SEDCAD3\WELK\DWP95 User: BGW Date: 09-07-1995 Time: 09:23:56 Development Waste Pile Storm: 1.90 inches, 10 year-24 hour, SCS Type II Hydrograph Convolution Interval: 0.1 hr -------------------------------------------- -------------------------------------------- DETAILED SUBWATERSHED INPUT/OUTPUT TABLE -------------------------------------------- -------------------------------------------- Seg. Land Flow Segment Time Muskingum J B S SWS # Condition Distance Slope Velocity Time Conc. K X - - --- --- - - ---- ---- ----- ----- ----------- ----------- (ft) ---------- ---------- (~) -------- -------- (fps) -------- -------- (hr) -------- -------- (hr) ------- ------- (hr) ------- ------- ------ ------ 1 - 1 --- 1 1 -- - -a 5 ---------- 55.00 --- 9.00 -- 3.00 - 0.01 0.005 1 -- 1 -- - 1 -- - 1 --- ----- -1 ----- - 7 ----------- ------- 321.02 ---------- ------ 8.00 -------- ------ 5.69 -------- --------- 0.02 -------- ------- ------- ------- 0.015 ------- ------ 0.385 ------ -- 1 -- -- 1 -- -- 1 -- --- 2 --- ----- -a ----- ----------- 2 ----------- ---------- 190.00 ---------- -------- 22.00 -------- -------- 2.35 ----- -- -------- 0.02 -------- ------- 0.022 --- ------- ------ ------ 1 -- 1 -- 1 -- 2 --- -1 ----- 7 ----------- 150.48 ---------- 8.00 -------- - 5.69 -------- 0.01 -------- ---- ------- - 0.007 ------- ------ 0.385 ------ -- 1 -- -- 1 -- -- 1 - ---- 3 ---- ---- -a ----- ----------- 5 ---------- ---------- 37.00 ------ --- -------- 42.00 -------- -------- 6.48 - -- -------- 0.00 ------ ------- 0.001 ------- ---- ------ 1 1 3__ =1 - 7 - 150_48 - 8.00 ----- 5.69 -- 0.01 ------- --- 0.007 ------ 0.385 1 -- -- - 1 -- - 1 --- _- -a __--_ -_--- 5 ---------- - --- 55.00 ---- --- - 9.00 ----- 3.00 -- 0.01 --- 0.005 --- 1 -- 2 -- 1 -- - 1 ---- ---- -1 ---- - 7 ----------- --- 321.02 ---------- --- 8.00 -------- ------ 5.69 -------- ----- 0.02 -------- ------- ------- ---- 0.015 ------- ------ 0.385 ------ 1 -- 2 -- 1 -- 2 ---- -a ---- 2 ----------- 170.00 ---------- 22.00 -------- 2.35 -------- 0.02 -------- 0.020 ------ ------- ---- 1 -- 2 -- 1 -- 2 ---- -1 ---- 7 ----------- 150.48 ---------- 8.00 -------- 5.69 -------- 0.01 -------- - ------- 0.007 ------- -- 0.385 ------ -- 1 -- -- 2 -- -- 1 - ---- 3 ---- -a ----------- 5 ---------- ---------- 25.00 -- --- -------- 42.00 ----- -------- 6.48 -- -------- 0.00 ---- ------- 0.001 ------- --- ------ 1 -- 2 -- - 1 -- ---- 3 ---- ---- -1 ---- - 7 ----------- ----- 150.48 ---------- --- 8.00 -------- ------ 5.69 -------- ---- 0.01 -------- ------- ------- ---- 0.007 ------- ------ 0.385 ------ - 1 -- -- 3 -- -- 1 -- ---- 1 ---- ---- -a ---- -- 5 ----------- -------- 60.00 ---------- -- 9.00 -------- ------ 3.00 -------- -- 0.01 -------- ------- 0.005 ------- - - ------- ------ ----- 1 -- 3 -- 1 -- 1 ---- -1 ---- 5 ----------- 81.35 ---------- 42.00 -------- 6.48 -------- 0.00 -------- ------- 0.003 ------- - 0.396 ------ -- 1 -- 3 -- 1 ---- 2 ---- -a ----------- 5 ---------- 75.00 -------- 42.00 -------- 6.48 -------- 0.00 ------- 0.003 ------- ------ • (West Elk Lone Pine Gulch Development Wazte Pile SAE, 12 October 1995)