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Civil Software Design -- SEDCAD+ Version 3.1 Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. • Company Name: GOLDER ASSOCIATES INC. Filename: D:\MTI`ICOAL\MCCASBLT User: B. PATTERSON Date: 06-09-1998 Time: 18:02:11 Sylvester Gulch As-built Hydrology Storm: 1.90 inches, 10 year-24 hour, SCS Type II Hydrograph Convolution Interval: 0.1 hr GENERAL INPUT TABLE --------------------- --------------------- Detailed Between Structure Routing: To Seg. Land Flow Segment Muskingum J B S # Condition Distance Slope Velocity Time K X (ft) (%) (fps) (hr) (hr) - 1 - -- 1 -- ---- 2 ---- ------ 1 ------ ----------- 9 ------ - ---------- 3014.96 ------- 10.00 ---------- 28.46 --------- 0.03 ------- 0.029 ------- 0.471 1 - 1 -- 3 ---- 1 ------ - --- 9 --- ---------- 978.35 ------- 8.30 ---------- 25.93 --------- 0.01 ------- 0.010 ------- 0.469 1 - 2 -- 2 ---- 1 ------ -------- 8 - ---------- 1.00 ------- 2.00 ---------- 4.24 --------- 0.00 ------- 0.000 ------- 0.356 1 - 3 -- 2 ---- 1 ---- ---------- 8 ---------- 2.00 ------- 5.00 ---------- 6.71 --------- 0.00 ------- 0.000 ------- 0.398 1 3 3 -- 1 ----------- 8 ---------- 10.05 ------- 10 00 ---------- 9.49 --------- 0.00 -------- 0.000 ------ 0.424 1 3 - 4 - --- - -- --- - - _ - ---------- --------- -------- ------ - -- ---- 1 --- 8 2.00 2.00 4.24 0.00 0.000 0.356 2 - 1 -- 1 ---- --- 1 ----- ----------- 9 ---------- 2.00 ------- 2.00 ---------- 12.73 --------- 0.00 -------- 0.000 ------ 0.441 2 - 1 - 2 - - 1 ----------- 9 ---------- 2.00 ------- 5.00 ---------- 20.12 --------- 0.00 -------- 0.000 ------ 0.461 2 - - 2 -- --- 2 ---- ------ 1 --- ----------- 8 ---------- 902.20 ------- 7.00 ---------- 7.94 --------- 0.03 -------- 0.031 ------ 0.411 2 - 2 -- 3 ---- --- 1 - ----------- 8 ---------- 1353.30 ------- 7.00 ---------- 7.94 --------- 0.05 -------- 0.047 ------ 0.411 2 - 2 -- 4 ----- 1 ----------- 8 ---------- 1.00 ------- 2.00 ---------- 4.24 --------- 0.00 -------- 0.000 ------ 0.356 3 -- 1 -- ---- 1 ------ 1 ----------- 9 ---------- 1848.78 ------- 9.78 ---------- 28.15 --------- 0.02 -------- 0.018 ------ 0.471 3 -- 1 - --- 2 - ------ 1 ----------- 9 ---------- 1.00 ------- 10.00 ---------- 28.46 --------- 0.00 -------- 0.000 ------ 0.471 3 - 2 -- 2 ------ 1 ----------- 9 ---------- 1.00 ------- 10.00 ---------- 28.46 --------- 0.00 -------- 0.000 ------ 0.471 -- 3 -- 2 --- 3 ------ 1 ----------- 9 ---------- 753.74 ------- 10.00 ---------- 28.46 --------- 0.01 -------- 0.007 ------ 0.471 -- 3 -- 2 --- 4 ------ 1 ----------- 9 ---------- 1287.43 ------- 14.00 ---------- 33.67 --------- 0.01 -------- 0.010 ------ 0.475 -- 3 -- 3 --- 2 ------ 1 ----------- 8 ---------- 2261.22 ------- 10.00 ---------- 9.49 --------- 0.07 -------- 0.065 ------ 0.424 -- • 3 -- 3 --- 3 ------ 1 ----------- 8 ---------- 2475.49 ------- 2_00 ---------- 4.24 --------- 0_16 -------- 0.162 ------ 0.356 - 4 -- - 1 -- -- 1 -- -- -- 1 ----- 9 641.23 6.20 -- 22.41 -- 0.01 0.007 0.464 4 1 - 2 ------ 1 ------------ 9 --------- 1.00 ------- 6.20 ---------- 22.41 --------- 0.00 -------- 0.000 ------ 0.464