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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\DWP95100 User: BGW Date: 09-07-1995 Time: 08:41:18 Development Waste Pile Storm: 2.80 inches, 100 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 Culch Development Waste Pile SAE, l2 October 1995)