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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: D:\TOM\SENECA\POND610A User: TEL Date: 09-26-1995 Time: 13:17:06 SENECA II WEST MINE: POND 006 WORST CASE (10-YR, 24-HR) Storm: 1.70 inches, 10 year-24 hour, SCS Type II Hydrograph Convolution Interval: 0.1 hr -------------------------------------------- -------------------------------------------- DETAILED SUBWATERS$ED INPUT/OUTPUT TABLE -------------------------------------------- -------------------------------------------- Seg. Land Flow Segment Time MuskincuT. J B S SWS # Condition Distance Slope Velocity Time Conc. K R - --- -- --- ----- ----------- (ft) ---------- (a) ------- (fps) --------- (hr) -------- (hr) ------- (hr) ------- ------ - 1 --- 1 -- 1 --- 1 ----- -a ----------- 3 ---------- 640.21 ------- 15.62 --------- 2.77 -------- 0.07 ------- ------- ------ -b 6 1689.84 10.65 4.90 0.10 -c 6 845.66 22.47 7.11 0.04 0.205 - 1 - --- 1 --- -- 1 -- ---- 1 ---- ---- -1 ---- ----------- 6 ----------- ---------- 2103.43 ---------- ------- 5.71 ------- --------- 3.59 --------- -------- 0.16 -------- ------- ------- ------- 0.152 ------- ------ 0.3== ------ - 1 --- 1 -- 1 ---- 2 ---- -a ----------- 3 ---------- 368.73 ------- 13.56 --------- 2.58 -------- 0.04 ------- ------- ------ -b 6 3206.84 14.34 S.o'8 0.17 0.208 -- 1 -- -- 1 - -- 1 -- ---- 2 ---- ---- -1 ---- ----------- 6 ----------- ---------- 3412.50 ---------- ------- 6.18 -- -- - --------- 3.73 ------- - -------- 0.25 - -- - ------- - - - ------- 0.253 --- - ------ 0.3=_ - -- 1 -- - -- 1 -- -- 1 -- ---- 3 ---- ---- -a ----- ----------- 7 ---------- ---------- 7000.00 ---------- - - ------- 11.14 ------- - --------- 6.72 --------- - - -- -------- 0.29 -------- -- -- ------- 0.289 ------- -- - ------- ------- - ---- ------ ------ -- 1 -- 1 -- 1 ---- 4 ---- -a ----------- 6 ---------- 2700.00 ------- 4.44 --------- 3.16 -------- 0.24 ------- G.237 ------- ------ -- 1 -- 1 -- 1 ---- 4 ----- -1 ---------- 6 ---------- 700.54 ------- 4.29 --------- 3.11 -------- 0.06 ------- ------- 0.062 ------ 0.3~: 1 1 1 5 -a 3 440.54 18.16 -- 2.99 -------- 0.04 ------- ------- - _ -b 6 - 3913.02 8.69 4.42 0.27 0.308 -- 1 -- -- 1 -- -- 1 -- ---- 5 ---- ----- -1 ----- ----- ---- 7 ---------- ---------- 3612.48 ---------- ------- 8.33 ------- --------- 5.81 --------- -------- 0.17 -------- ------- -- ---- ------- 0.172 ------- ------ 0.3~: ----- -- 1 -- -- 2 - -- 1 -- ---- 1 ---- ----- -a ----- ---------- 8 ---------- ---------- 3800.00 ---------- ------- 5.53 -- -- - --------- 7.05 --------- -------- 0.15 -------- - ------- 0.149 - - - ------- ------ - ------ -- -- -- 1 - -- 2 -- 1 ---- 2 ----- -a ---------- 3 ---------- 616.28 - - ------- 12.98 --------- 2.52 -------- 0.07 -- -- ------- - ------- - - ------ -b 6 358.28 36.29 9.04 D.O1 0.085 -- 1 -- -- 2 -- -- 1 -- ---- 2 ---- ----- -1 ----- ---------- 8 ---------- ---------- 300.17 ---------- ------- 3.33 ------- --------- 5.48 --------- -------- 0.02 -------- ------- ------- ------- 0.015 ------- ------ 0.3~= ------ -- 1 -- 2 -- 1 ---- 3 ----- -a ---------- 5 ---------- 900.00 ------- 6.67 --------- 2.58 -------- 0.10 ------- 0.096 ------- ------ -- 1 -- -- 2 -- -- 1 ---- 3 ---- ----- -1 ----- ---------- 8 ---------- ---------- 1802.25 ---------- ------- 5.00 -- ---- --------- 6.71 --------- -------- 0.07 -------- ------- ---- -- ------- 0.074 ------- ------ 0.3:= ----- -- 1 -- 2 -- -- 1 ---- 4 ----- -a ---------- 3 ---------- 650.00 - ------- 16.92 --------- 2.88 -------- 0.06 - ------- 0.062 ------- - ------ -- 1 -- -- 2 -- -- 1 -- ---- 4 ---- ----- -1 ----- ---------- 8 ---------- ---------- 2803.50 ---------- ------- 5.00 ------- --------- 6.71 --------- -------- 0.12 -------- ------- ------- ------- 0.115 ------- ------ 0.3~= ------ -- 2 -- 1 -- 1 ---- 1 ----- -a ---------- 9 - - - -- ---------- 10.00 -- - --- ------- 500.00 - -- - --------- 201.25 --------- -------- 0.00 ------ ------- 0.000 - ------- -- -- ------ ------ -- -- 2 -- -- -- -- 1 -- -- -- -- 1 -- -- ---- ---- 2 ---- ---- ----- ----- -a ----- ----- -- -- - ---------- 3 ---------- ---------- - - -- ---------- 250.00 ---------- ---------- -- - ------- 16.00 ------- ------- --------- 2.80 --------- --------- -- -------- 0.02 -------- -------- ------ ------- 0.024 ------- ------- - - - ------- ------- ------- ------ ------ ------