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Civil Software Design -- SEDCAD+ Version 3.0 Copyright (C) 1987-1990. Pamela J. Schwab. All rights reserved. Company Name: Cyprus Yampa Coel Filename: A:\OVERWP User: KCK Date: 05-12-1991 Time: 15:18:49 • ORCHARD VALLEY EAST RIDGE WASTE PILE DRAINAGE AREA Storm: 2.50 inches, 100 year-24 hour, SCS Type II Hydrograph Convolution Interval: 0.1 hr -------------------------------------------- -------------------------------------------- DETAILED SUBWATERSHED INPUT/OUTPUT TABLE -------------------------------------------- Seq. Land Flow Segment Time Muskingum J B S SWS # Condition Distance Slope Velocity Time Conc. K X - -- -- ---- ----- ----------- (ft) ---------- (X) -------- (fpsl ------- (hrl --------- (hr) ------- (hrl ------- ------ - 1 -- 1 -- 1 ---- 1 ----- -a ----------- 5 ---------- 126.53 -------- 7.90 ------- 2.81 --------- 0.01 ------- 0.014 ------- ------ -- 1 -- 1 - 1 ---- 1 ----- -1 ----------- 3 ---------- 126.05 -------- 66.78 ------- 5.72 --------- 0.01 ------- ------- ------ -2 5 188.80 2.65 1.63 0.03 0.037 0.321 -- 1 -- -- 1 -- -- 1 ---- 2 - ---- -a ----------- 3 ---------- 105.46 -------- 66.38 -------- 5.70 -------- 0.01 -------- 0.005 ------ ------ ~ 1 -- 1 -- - 1 -- - --- 2 ---- ---- -1 ---- ----------- 5 ----------- ---------- 200.93 ---------- -------- 2.49 -------- -------- 1.58 -------- -------- 0.04 -------- ------- ------- ------- 0.035 ------- ------ 0.240 ------ -- 1 -- -- 1 -- -- 1 - ---- 3 ----- ---- -a ---- ----------- 5 ----------- ---------- 201.56 ---------- -------- 2.48 -------- -------- 1.58 -------- -------- 0.04 -------- ------- 0.035 ------- ------- ------- ------ ------ -- 1 -- -- 2 -- -- 1 -- ---- 1 ---- ---- -a ---- ----------- 5 ----------- ---------- 375.72 ---------- -------- 2.66 -------- -------- 1.63 -------- -------- 0.08 -------- ------- 0.079 ------- ------- ------- ------ ------ -- 2 -- -- 1 - -- 1 - ---- 1 -- ---- -a ----------- 3 ---------- 120.95 -------- 62.01 -------- 5.51 -------- 0.01 ------- 0.006 ------- ------ 2 - 1 - 1 -- 1 ---- _1 ----------- 7 ---------- - 384.78 -------- 24.06 -------- 9.87 -------- 0.01 ------- ------- 0.011 ------ 0.425 - 2 - 1 - 1 - -- 2 -- -a ----- ----- 3 - 187.52 32.00 3.96 ----- 0.01 ------- ------- ------ -b 7 286.57 19.19 8.82 0.01 0.023 -- 2 - - 1 - -- 1 ---- 3 ----- -a ----------- 5 ---------- 262.66 -------- 20.94 ------- 4.58 --------- 0.02 ------- 0.016 ------- ------ 2 - -- 1 --- - 1 - ---- 3 ---- ----- -1 ----- ----------- 3 ----------- ---------- 68.80 ---------- -------- 48.46 -------- ------- 4.87 ------- --------- 0.00 --------- ------- ------- ------- 0.003 ------- ------ 0.369 ------ 2 2 1 1 -a 3 100.41 64.74 5.63 0.01 0.005 -- 2 -- 2 - 1 ---- 1 ----- -1 ----------- 3 ---------- 108.50 -------- 23.68 ------- 3.41 --------- 0.01 ------- ------- ------ -2 5 424.32 19.20 4.38 0.03 - -- -- ---- -3 ----- 7 ----------- 133.48 ---------- 5.00 -------- 4.50 ------- 0.01 --------- ------- 0.043 ------- 0.356 ------ - 2 -- 2 -- 1 ---- 2 ----- -a ----------- 3 ---------- 170.01 -------- 26.47 ------- 3.60 --------- 0.01 ------- 0.013 ------- ------ -- 2 -- 2 -- 1 ---- 2 ---- -1 ----------- 5 ---------- 421.87 -------- 19.31 ------- 4.39 --------- 0.03 ------- ------- ------ -- -- -- ---- -2 ---- 7 ----------- 132.74 ---------- 5.00 -------- 4.50 ------- 0.01 --------- ------- 0.034 ------- 0.360 ------ -- 2 -- 2 -- 1 ---- 3 ---- -a ----------- 5 ---------- 420.98 -------- 19.00 ------- 4.36 --------- 0.03 ------- ------- ------ -- -- - ---- -b ----- 7 ----------- 134.96 ---------- 5.00 -------- 4.50 ------- 0.01 --------- 0.035 ------- ------- ------ -- 3 - -- 1 - 1 ---- 1 - ----- -a ----------- 3 ---------- 150.53 -------- 56.47 ------- 5.26 --------- 0.01 ------- 0.008 ------- ------ - 3 -- 1 - 1 - -- 1 ----- -1 ----------- 3 ---------- 111.36 -------- 38.49 ------- 4.34 --------- 0.01 ------- ------- ------ -2 7 162.56 25.39 10.14 0.00 -3 7 55.62 5.00 4.50 0.00 0.014 0.403 3 - 1 1 2 -a 3 102.53 39.01 4.37 0.01 -b 7 158.91 25.17 10.10 0.00 PF-~Y