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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:\851\SEDCAD\POND_15 User: K. Kammerzell Date: 07-14-1998 Time: 12:53:55 Seneca II West (South Expansion) - Pond 15 Storm: 1.70 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) ------- ------- ------ ------ 1 1 1 1 -a - - - 1 300.00 46.67 1.73 0.05 -b 6 900.00 40.56 9.55 0.03 -c 7 1600.00 10.94 6.66 0.07 0.141 1 1 2 - 1 - - -a - -- ---- - 1 - - - -- 300.00 -- ---- 21.67 -- - -- 1.18 - - - 0.07 -b 6 1710.00 14.62 5.74 0.08 -c 7 1340.00 16.79 8.25 0.05 -- -- -- ---- -d ---- 7 ----------- 940.00 ---------- 6.38 ------- 5.09 --------- 0.05 -------- 0.250 ------- ------- ------ -- 1 -- 1 -- 2 ---- 2 ---- -a ----------- 1 ---------- 300.00 ------- 60.00 --------- 1.96 -------- 0.04 ------- ------- ------ -b -c 6 7 320.00 1200.00 46.88 14.58 10.27 7.69 0.01 0.04 -- -- -- ---- -d ---- 7 ----------- 940.00 ---------- 6.38 ------- 5.09 --------- 0.05 -------- 0.145 ------- ------- ------ -- 1 -- -- 2 -- -- 1 -- ---- 1 -- - ---- -a ---- ----------- 3 - -- - - ---------- 380.00 - - -- - ------- 15.79 --------- 2.78 -------- 0.04 ------- 0.037 - - ------- -- -- - ------ ------ 1 2 1 - 1 -1 - - - -- - 7 - -- - - 226.77 ------- 25.00 --------- 10.06 -------- 0.01 -- -- - - - -2 7 1760.40 21.80 9.40 0.05 0.056 0.423 1 2 - 1 -- 2 ---- -a ----------- 5 ---------- 260.00 ------- 15.38 --------- 3.92 -------- 0.02 ------- --- - - - - -b 7 240.00 20.83 9.19 0.01 -- -- -- -- - -c - - 7 - 210.00 23.81 9.82 - 0.01 - 0.031 - --- ------- ------ 1 2 1 - 2 - - -1 - --------- 7 ---------- 142.21 ------- 17.86 -------- 8.51 ------- 0.00 -- - -2 7 1760.40 21.80 9.40 0.05 0.055 0.422 1 2 1 3 - -a - -- - -- 1 -- -- --- 360.00 ---- -- 13.89 ---- --- 0.94 - -- -- 0.11 - -b 6 560.00 22.32 7.09 0.02 -c 7 1720.00 21.80 9.40 0.05 -d 7 140.00 10.71 6.59 0.01 0.184 2 1 1 - 1 ---- -a ----------- 1 ---------- 300.00 ------- 15.00 --------- 0.98 -------- 0.09 -------- ------ ------ -b 6 960.00 33.85 8.73 0.03 -c 7 530.00 22.64 9.58 0.02 -d 7 1100.00 6.36 5.08 0.06 0.191 2 1 1 2 -a 1 300.00 51.67 1.82 0.05 -b 6 560.00 44.64 10.02 0.02 -c 6 310.00 6.45 3.81 0.02 -d 7 1100.00 6.36 5.08 0.06 0.144 2 2 1 1 ----- -a ----------- 3 ---------- 210.00 ------- 14.29 --------- 2.65 -------- 0.02 -------- ------ ------