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Civil Software Design -- SEDCAD+ Version 3.1 Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. Company Name: CYPRUS YAMPA VALLEY COAL • Filename: B:\RDp2 User: Karl C. Koehler Date: 03-31-1995 Time: 07:11:03 Twentymile Coal Company Refuse Disposal Area Ditch RDA-2 Design Storm: 2.60 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 Slo a Velocity Time Conc. K X -- -- -- -- -- --- ----- ---- ----------- ---- (ft) ---------- --- (~~ ------- -- (fps) --------- ----- (hr) -------- ---- (hr) -------- (hr) ------------ ------ - 1 1 -- 1 --- 1 - -a ------- 3 ------- 75.00 ----- 33.33 -- -- 4.04 ---- 0.01 -------- ----- -- -- -- --- -b ----- 8 ----------- 190.00 ---------- 10.53 ------- 9.73 --------- 0.01 -------- 0.010 -------- ------------ -- 1 -- 2 -- 1 --- 1 ----- -a ----------- 3 ---------- 140.00 ------- 17.86 --------- 2.96 -------- 0.01 -------- ------------ -- -- -- --- -b ----- 6 ----------- 830.00 ---------- 0.50 ------- 1.06 --------- 0.22 -------- 0.230 -------- ------------ -- 2 -- 1 -- 1 --- 1 ----- -a ----------- 3 ---------- 100.00 ------- 25.00 --------- 3.50 -------- 0.01 -------- ------------ -- -- -- --- -b ----- 8 ----------- 305.00 ---------- 8.20 ------- 8.59 --------- 0.01 -------- 0.017 -------- ------------ -- 2 -- 2 -- 1 --- 1 ----- -a ----------- 3 ---------- 150.00 ------- 33.33 --------- 4.04 -------- 0.01 -------- ------------ -- -- -- --- -b ----- 6 ----------- 950.00 ---------- 0.50 ------- 1.06 --------- 0.25 -------- 0.259 -------- ------------ -- 3 -- 1 -- 1 --- 1 ----- -a ----------- 3 ---------- 85.00 ------- 29.41 --------- 3.80 -------- 0.01 -------- ------------ -- -- -- --- -b ----- 8 ----------- 265.00 ---------- 7.55 ------- 8.24 --------- 0.01 -------- 0.015 -------- ------------ -- 3 -- 2 -- 1 --- 1 ----- -a ----------- 3 ---------- 150.00 ------- 33.33 --------- 4.04 -------- 0.01 -------- ------------ -- -- -- --- -b ----- 6 ----------- 855.00 ---------- 0.50 ------- 1.06 --------- 0.22 -------- 0.234 -------- ------------ ------ 1 --- 1 ----- -a ----------- 3 ---------- 170.00 ------- 35.29 --------- 4.16 -------- 0.01 -------- ------------ -- -- -- -- -- -- --- --- -b ----- ----- 8 ----------- ----------- 790.00 ---------- ---------- 1.27 ------- ------- 3.38 --------- --------- 0.06 -------- -------- 0.076 -------- -------- ------------ ------------ • D-17