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Civil Software Design -- SEDCAD+ Version 3.1 Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. • Company Name: TRAPPER MINING Filename: C:\SEDCAD3\JMM\WHRSE25 User: Jim Mattern Date; 06-19-2000 Time: 13:43:28 West Horse, 25 Year, 24 Hour Event Storm: 1.80 inches, 25 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 ---------- 480.00 -------- 22.92 -------- 4.79 -------- 0.03 ------- 0.027 ------- ------ -- 1 - -- 1 --- -- 1 - --- 1 ---- ----- -1 ----- ----------- 6 -- -- ---- ---------- 1028.40 -- --- - -------- 24.00 -------- 7.35 - - -------- 0.04 -- -- ------- ------- ------- 0.037 --- --- ------ 0.406 ------ - 1 --- 1 - 1 ---- 2 ----- -a - - - ----------- 1 - -- - ---------- 520.00 -------- -------- 26.92 -- --- ------- 1.31 -- -- - --------- 0.11 ------- - ------- ------ - -- -- ---- -b ----- 6 ----------- 1000.00 ---------- 24.00 --- --- 7.35 ------ 0.04 --------- 0,147 ------- ------- ------ - 1 -- 2 -- 1 ---- 1 ----- -a ----------- 1 ---------- 1000.00 -- -------- 19.50 - ------- 1.12 --------- 0.25 ------- ------- ------ - -- -- ---- -b ----- 6 ----- --- - 840.00 -- --- --- 23.81 -- - 7.32 -- --- 0.03 --------- 0.280 ------- ------- ------ --- 3 -- 1 ---- 1 ----- _a - - ----------- 5 - - ---------- 640_00 --- - - -------- 14_84 - - ------- 3.85 --------- 0.05 ------- 0.046 ------- - -- ------ -- - 3 - 1 - 1 -1 - - 6 829.70 27.50 ------- 7.87 --------- 0.03 ------- -- -- 0.028 -- - 0.411 - 1 -- 3 -- 1 ---- 2 ----- -a ----------- 1 ---------- 560.00 -------- 30.36 ------- 1.39 --------- 0.11 ------- ------- ------ -- - ---- -b -- -- 6 ----------- 410.00 ---------- 219.51 -------- 22.22 ------- 0.01 --------- 0.116 ------- ------- ------ - - 2 -- 1 - -- 1 ---- 1 - ----- -a ----------- 5 ---------- 560.00 - -------- 27.68 ------- 5.26 - -- --------- 0.03 -- - - ------- 0.029 -- ---- ------- ------- ------ ------ - 2 -- 1 -- 1 ---- 1 ----- -1 ----------- 6 -------- - 1622.62 -------- 16.88 -- -- 6.16 - --- - 0.07 - 0.072 0.391 - 2 -- 1 -- 1 ---- 2 ----- -a ----------- 1 ---------- 840.00 -------- 10.12 ------- 0.80 --------- 0.29 ------- ------- ------ -b 6 2320.00 14.66 5.74 0.11 0.402 •