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Civil Software Design -- SEDCAD+ Version 3.1 Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. Company Name: ACZ, INC. Filename: J:\891\SEDCAD\STREETER User: K. Kammerzell Date: 10-14-1998 Time: 10:59:50 Streeter Pond (4/97 Post-Mining Topography) Storm: 1.80 inches, 10 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) ------- ------ -- I -- 1 - 1 ---- 1 ----- -a ----------- 3 ---------- 325.00 -------- 15.38 -------- 2.75 -------- 0.03 ------- ------- ------ -- -- - ---- -b ----- 6 -- - -- - 2050.00 - -- - - 15.85 -- - 5.97 -- - - 0.10 -- -- - 0.128 --- - ------- ------ 1 -- 1 -- 1 - 1 ---- -1 ----- - - -- - 8 ----------- - -- - - 5004.41 ---------- ---- - 4.20 -------- -- - - 6.15 -------- - - - 0.23 -------- -- - ------- 0.225 ------- 0.391 ------ -- 1 -- 1 - 1 ---- 2 ----- -a ----------- 3 ---------- 500.00 -------- 4.00 -------- 1.40 -------- 0.10 ------- ------- ------ -- -- - - -- -b -- - 6 1100.00 4.55 - 3.20 -- - - 0.10 -- -- - 0.194 ------ ------- ------ 1 1 1 - 2 - - -1 ----------- 5 ---------- 600.75 ------- 5.00 -- - - 2.24 - - - 0.07 - -2 8 701.14 5.71 7.17 0.03 0.101 0.371 ----- ----- ~1 ---- ---- 3 ----- ----- -a ----------- ----------- 5 ---------- ---------- 300.00 -------- -------- 16.67 -------- -------- 4.08 -------- -------- 0.02 ------- ------- ------- ------- ------ ------ -b 7 1500.00 18.33 8.62 0.05 -c 7 500.00 10.00 6.37 0.02 -- -- - ---- -d ----- 8 ----------- 5300.00 ---------- 4.43 -------- 6.32 -------- 0.23 -------- 0.323 ------- ------- ------ -- 1 -- 1 - 2 ---- 1 ----- -a ----------- 3 ---------- 500.00 -------- 5.00 -------- 1.57 -------- 0.09 ------- ------- ------ -b 6 1500.00 8.33 4.33 0.10 - --- - ---- -c ----- 6 ----- ----- 1250.00 -- ------- 8.00 -------- 4.24 -------- 0.08 -------- 0.266 ------- ------- ------ 1 1 2 1 -1 - 7 - 403.11 12.50 7.12 0.02 -2 7 400.78 6.25 5.03 0.02 - -- -- ---- -3 ----- 8 ----------- 1800.44 ---------- 2.22 -------- 4.47 -------- 0.11 -------- ------- 0.149 ------- 0.372 ------ - 1 -- 1 -- 2 ---- 2 ----- -a ----------- 3 ---------- 500.00 -------- 2.00 -------- 0.99 -------- 0.14 ------- ------- ------ - -- -- ---- -b ----- 6 ----------- 350.00 ---------- 1.43 -------- 1.79 -------- 0.05 -------- 0.194 ------- ------- ------ 1 1 2 2 -1 7 353.55 14.29 7.61 0.01 -2 7 753.74 10.00 6.37 0.03 -3 8 1800.69 2.78 5.00 0.10 0.145 0.384 1 1 2 3 -a 5- 500.00 15.00 3.87 0.04 -b 7 300.00 8.33 5.81 0.01 -c 8 550.00 4.55 6.40 0.02 -d 8 1800.00 2.22 4.47 0.11 0.185 3 1 -a 3 500.00 15.00 2.71 0.05 -b 6 1750.00 5.71 3.59 0.14 - --- - ---- -c ----- 8 ----------- 2500.00 ---------- 2.40 -------- 4.65 ------- 0.15 --------- 0.336 ------- ------- ------ -- 1 - 2 -- 1 ---- 1 ----- -a ----------- 3 ---------- 500.00 -------- 12.00 ------- 2.42 --------- 0.06 ------- ------- ------ -b 8 250.00 20.00 13.42 0.01