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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\FILL9A User: CWB Date: 07-25-1997 Time: 17:16:22 LORENCITO SURFACE MINE FILL 9: D91-D94, 100 YR DITCHES, D95 10 YR DITC Storm: 4.20 inches, 100 year-24 hour, SCS Type II Hydrograph Convolution Interval: 0.1 hr DETAILED SUBWATERSHED INPUT/OUTPUT TABLE ------------------------------------------- ------------------------------------------- - - Seg. Land Flow Segment Time Musk ingum J B S SWS # Condition Distance Slope Velocity Time Conc. K X -- -- -- ---- ---- ----------- - -- (ft) ---------- ---- -- (~) ------- ------- (fps) --------- --------- (hr) --------- ----- --- (hr) ------ --- -- (hr) ------- --- ------ -- -- 1 -- 1 -- 1 ---- 1 ---- -a -- ---- -- 5 - --- 125.20 15.97 4.00 - 0.01 - ---- ---- -b 7 303.00 36.31 12.13 0.01 -- -- -- ---- -C ---- 8 ----------- 520.00 ---------- 3.00 ------- 5.20 --------- 0.03 --------- 0.043 ------ ------- --'--- -- 1 -- 1 -- 1 ---- 2 ---- -a ----------- 5 ---------- 158.50 ------- 3.00 --------- 1.73 --------- 0.03 ------ ------- ------ -b 8 158.50 3.00 5.20 0.01 -- -- -- ---- -c ----- 8 ---------- 520.00 ---------- 3.00 ------- 5.20 --------- 0.03 --------- 0.061 ------ ------- ------ -- 1 -- 1 -- 2 ---- 1 ----- -a ---------- 5 ---------- 239.50 ------- 12.00 --------- 3.46 --------- 0.02 ------ ------- ------ -b 7 488.80 3.00 3.49 0.04 -c 8 635.00 18.90 13.04 0.01 0.071 1 1 2 2 -a 5 125.10 15.98 4.00 0.01 -- -- - ---- -b ----- 7 ---------- 116.90 ---------- 8.55 ------- 5.89 --------- 0.01 --------- 0.014 --- -- --- - -- 1 1 - 2 2 -1 8 646.24 18.90 13.04 0.01 - --- 0.013 ---- 0.442 1 -- 1 -- 2 -- 3 ---- -a ----- 5 ---------- 95.90 ---------- 20.85 ------- 4.57 --------- 0.01 --------- 0.005 --- -- --- -- -- 1 -- 1 -- 2 -- 3 ---- -1 ----- 8 ---------- 646.24 ---------- 18.90 ------- 13.04 --------- 0.01 --------- - ------ -- 0.013 ------- ---- 0.442 ------ -- 1 -- 1 -- 2 ---- 4 ----- -a ---------- 5 ---------- 110.60 ------- 18.08 --------- 4.25 --------- 0.01 ------ ------- ------ -b 7 197.90 25.27 10.12 0.01 -- -- -- ---- -c ----- 8 ---------- 268.70 ---------- 14.88 ------- 11.57 --------- 0.01 --------- 0.019 ------- ------ ------ -- 1 -- 2 -- 1 ---- 1 ----- -a ---------- 5 ---------- 96.90 ------- 10.32 --------- 3.21 --------- 0.01 ------ ------- ------ -b 7 287.60 38.24 12.45 0.01 -- -- -- ---- -c ----- 8 ---------- 158.00 ---------- 3.00 ------- 5.20 --------- 0.01 --------- 0.023 ------ ------- ------ -- 1 -- 2 -- 1 ---- 2 ----- -a ---------- 5 ---------- 146.40 ------- 3.00 --------- 1.73 --------- 0.02 ------ ------- ------ -- -- -- ---- -b ----- 8 ---------- 178.40 ---------- 3.00 ------- 5.20 --------- 0.01 --------- 0.033 ------- ------ ------ -- 1 -- 2 -- 2 ---- 1 ----- -a ---------- 5 ---------- 239.50 ------- 12.53 --------- 3.54 --------- 0.02 ------- ------ ------ -b 7 264.00 3.00 3.49 0.02 -- -- -- ---- -C ----- 8 ---------- 430.50 ---------- 25.55 ------- 15.16 --------- 0.01 --------- 0.047 ------- ------ ------ -- 1 -- 2 -- 2 ---- 2 ----- -a ---------- 5 ---------- 100.10 ------- 9.17 --------- 3.03 --------- 0.01 ------- ------ ------ -b 7 271.00 47.96 13.94 0.01 - -- -- -c - 8 220.10 9.10 - -- 9.05 ---- - 0.01 ---- --- 0.021 ------- ------ . ------ - 1 2 -- 2 -- 2 ---- -1 ---------- 8 ---------- 453.15 ---- 25.02 -- -- 15.01 - - 0.01 0.008 0.449