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Civil Software Design -- SEDCAD+ Version 3.1 Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. Company Name: COLOWYO COAL COMPANY Filename: C:\SEDCAD3\POND7 User: JUAN GARCIA Date: 12-14-1992 Time: 11:44:48 PROSPECT POND WATERSHED - JOINT COLOWYO & DMG MODELING EXERCISE Storm: 2.30 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 ----- 3 ----------- 262.52 -------- 9.52 2.16 0.03 0.033 -- ------ 1 1 1 1 -1 3 -- 1458.25 ------- 10.34 --------- 2.25 -------- 0.19 ------- ------- ------ -2 1 2225.77 17.09 1.05 0.60 -- - --- --- -3 ----- 8 ----------- 2434.84 ---------- 7.21 ------- 8.05 --------- 0.11 -------- ------- 0.907 ------- 0.339 ------ 1 - 1 -- 1 --- 2 --- -a ----- 3 ----------- 1450.57 ---------- 10.34 ------- 2.25 --------- 0.19 -------- 0.191 ------- ------- ------ 1 1 1 2 -1 1 2211.74 17.20 1.05 0.60 -- - --- --- -2 ----- 8 ----------- 2439.86 ---------- 6.16 ------- 7.45 --------- 0.11 -------- ------- 0.708 ------- 0.352 ------ -- 1 - 1 --- 1 --- 3 ----- -a ----------- 1 ---------- 2187.55 ------- 17.14 --------- 1.05 -------- 0.60 ------- ------- ------ -- - --- --- -b ----- 8 ----------- 2428.00 ---------- 6.18 ------- 7.46 --------- 0.11 -------- 0.711 -------- ------ ------ -- 1 - 2 --- 1 --- 1 ----- -a - ----------- 3 - --------- ---------- 1566.76 ---------- ------- 7.98 ------- --------- 1.98 --------- -------- 0.23 -------- ------- 0.229 ------- ------- ------- ------ ------ -- 1 - 2 --- 1 --- 1 --- - -1 - 3 1048.30 19.44 3.09 0.09 -2 1 783.59 16.16 1.02 0.21 -- - --- --- -3 ----- 8 ----------- 2284.21 ---------- 16.64 ------- 12.24 --------- 0.05 -------- -------- 0.360 ------ 0.409 ------ -- 1 -- 2 -- 1 --- 2 ----- -a ----------- 3 ---------- 1021.67 ----- ------- 19.58 ------- --------- 3.10 --------- -------- 0.09 -------- -------- 0.092 -------- ------ ------ ------ ------ -- 1 - 2 --- 1 --- 2 ----- -1 ----------- 1 ----- 771.41 16.42 1.03 0.21 -2 8 2283.82 16.65 12.24 0.05 0.261 0.422 1 2 1 3 -a 1 742.92 16.83 1.04 0.20 -b 8 2244.82 16.71 12.26 0.05 0.254 -- 2 -- 1 -- 1 ---- 1 ---- -a ----------- 1 ---------- 3034.40 ------- 16.48 - 1.03 0.85 -b 8 1003.27 4.98 6.70 0.04 0.892 -- 2 -- 2 -- 1 ---- 1 ----- -a ---------- 1 ---------- 2900.15 ------- 7.76 0.70 1.18 -b 8 3429.48 15.31 11.74 0.08 1.260 -- 2 -- 2 -- 1 ---- 2 ----- -a ---------- 5 ---------- 711.88 ------- 24.58 ----- 4.96 --- 0.04 -------- 0.040 -------- ------ ------ -- 2 -- 2 -- 1 ---- 2 ----- -1 ---------- 6 ---------- 602.61 ------- 25.70 ------ 7.60 0.02 0.022 0.407 -- 2 -- -- 2 -- -- 1 -- ---- 3 ---- ----- -a ----- ---------- 6 ---------- ---------- 584.86 ---------- ------- 25.65 ------- --------- 7.60 --------- -------- 0.02 -------- -------- 0.022 -------- - - ------ ------ -- 2 -- 3 -- 1 ---- 1 ----- -a ---------- 1 ---------- 736.06 ------- 20.38 --------- 1.14 -------- 0.19 -------- ------ ------ -b 8 1067.03 4.69 6.49 0.05 0.238