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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\LOR\FILLB User: CWB Date: 07-24-1997 Time: 08:55:41 JEFF CANYON SURF MINE, FILL 8: D81-D84 (100-YR), D82A-84A&D85-86 (10) Storm: 2.90 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 5 539.51 3.71 1.93 0.08 - - --- ---- -b 7 426.85 9.37 6.16 0.03 -- -- -- ---- -c ----- 8 ---------- 1016.89 ---------- 5.00 ------- 6.71 --------- 0.04 -------- 0.149 ------- ------- ------ -- 1 -- 1 -- 2 ---- 1 ---- -a ----------- 5 ---------- 132.38 ------- 15.11 --------- 3.89 -------- 0.01 ------- ------- ------ -b 7 947.14 5.00 4.50 0.06 -c - 5 -- 660.97 - 5.00 2.24 0.08 0.150 -- 1 -- -- 1 -- -- 2 -- ---- 1 ---- --- - -1 ----- ------ -- 8 ---------- -------- - 158.25 ---------- ------- 33.30 ------- --------- 17.31 --------- -------- 0.00 -------- ------- ------- ------- 0.002 ------- ------ 0.455 ------ -- 1 -- 1 -- 2 ---- 2 ----- -a ---------- 5 ---------- 144.27 ------- 27.73 --------- 5.27 -------- 0.01 ------- ------- ------ -- -- -- ---- -b--- ----8----- ---450_00- ---5-00 ---6-?1-- --0-0?== =0026= =___ == ___~ 1 1 3 1 -a 5 109.00 36.71 6.06 0.00 = -- -- -- ---- -b ----- 8 ---------- 400.00 ---------- 5.00 ------- 6.71 --------- 0.02 -------- 0.021 ------- ------- ------ -- 1 -- 1 -- 4 ---- 1 ----- -a ---------- 5 ---------- 309.80 ------- 19.37 --------- 4.40 -------- 0.02 ------- ------- ------ -- -- -- ---- -b ----- 7 ---------- 450.00 ---------- 10.15 ------- 6.41 --------- 0.02 -------- 0.039 ------- ------- ------ -- 1 -- 1 -- 4 ---- 2 ----- -a ---------- 5 ---------- 113.54 ------- 35.23 --------- 5.94 -------- 0.01 ------- ------- ------ -b 8 330.00 5.00 6.71 0.01 -- -- -- ---- -c ----- 8 ---------- 700.00 ---------- 21.40 ------- 13.88 --------- 0.01 -------- 0.032 ------- ------- ------ -- 1 -- 2 -- 1 ---- 1 ----- -a ---------- 5 ---------- 109.54 ------- 54.77 --------- 7.40 -------- 0.00 ------- ------- ------ -- -- -- ---- -b ----- 8 ---------- 200.00 ---------- 5.00 ------- 6.71 --------- 0.01 -------- 0.012 ------- ------- ------ -- 1 -- 2 -- 2 ---- 1 ----- -a ---------- 5 ---------- 133.00 ------- 15.00 --------- 3.87 -------- 0.01 ------- ------- ------ -b 7 550.00 5.00 4.50 0.03 -- -- -- ---- -c ----- 7 ---------- 500.00 --- 5.00 4.50 0.03 0.074 --- 1 -- 2 -- 2 -- 1 ---- -1 ----- 8 ---------- ------- 154.28 ---------- ------- 34.26 ------- --------- 17.56 --------- -------- 0.00 -------- ------- ------- - --- 0.002 ------- ------ 0.455 ------ -- 1 -- 2 -- 2 ---- 2 ----- -a ---------- 5 ---------- 145.51 ------- 34.36 --------- 5.86 -------- 0.01 ------- ------- ------ -- -- -- ---- -b ----- 4 ---------- 333.45 ---------- 5.00 ------- 2.00 --------- 0.05 -------- 0.053 ------- ------- ------ -- 1 -- 2 -- 2 ---- 3 ----- -a ---------- 5 ---------- 108.27 ------- 36.94 --------- 6.08 -------- 0.01 ------- ------- ------ -b 7 501.36 5.00 4.50 0.03 0.036 1 2 3 1 -a 5 117.44 34.06 5.84 0.01 -- -- -- ---- -b ----- 7 ---------- 339.45 ---------- 5.00 ------- 4.50 --------- 0.02 -------- 0.026 ------- ------- --- ------ ------ -- 1 -- 2 -- 4 ---- 1 ----- -a ---------- 5 ---------- 117.36 ------- 25.56 --------- 5.06 -------- 0.01 ------- ----