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Civil Software Design -- SEDCAD+ Version 3.1 Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. • Company Name: Greystone Development Consultants Filename: C:\SCAD\DT\BASIN\D24C20A User: C.W. BEGEJ Date: 12-03-1993 Time: 11:46:10 DITCH 24 & 24A, CULVERTS C35, C36, C34, C46, C47 - 10-YR 24-HR STORM Storm: 2.90 inches, 10 year-24 hour, SCS Type II Hydrograph Convolution Interval: o.l hr DETAILED SUBWATERSHED INPUT/OUTPUT TABLE Seq. Land Flow J B S SWS # Condition Distance Slope Velocity (ft) (~) (fps) Segment Time Muskingum Time Conc. K X (hr) (hr) (hr) 1 1 1 1 -a 5 70.00 42.86 6.55 0.00 ---- -- --- -b ------ 8 --------- 115.00 ----------- 1.48 -------- 3.65 -------- 0.01 -------- 0.011 ------- ------------- ---- 1 1 -- 2 --- 1 ------ -a --------- 5 ----------- 70.00 -------- 57.14 -------- 7.56 -------- 0.00 ------- ------------- ---- -- --- -b ------- 8 -------- 115.00 ----------- 1.50 -------- 3.67 -------- 0.01 -------- 0.011 ------- ------------- ---- 1 2 -- 1 --- 1 ------- -a -------- 5 ----------- 80.00 -------- 5.00 -------- 2.24 -------- 0.01 ------- ------------- ---- -- --- -b ------- 8 -------- 225.00 ----------- 2.00 -------- 4.24 -------- 0.01 -------- 0.024 ------- ------------- ---- 2 1 -- 1 --- 1 ------- -a -------- 5 ----------- 140.00 -------- 35.71 -------- 5.98 -------- 0.01 ------- ------------- _ -=b__-_ ---8 225.00 2.00 4.24 0.01 0.021 2 1 1 2 -a 5 50.00 33.00 5.74 0.00 ---- -- --- -b ------- 8 -------- 190.00 ----------- 1.50 -------- 3.67 -------- 0.01 -------- 0.016 ------- ------------- ---- 2 2 -- 1 --- 1 ------- -a ------- -------- 3 ---- ----------- 100.00 ----------- -------- 35.00 ------- -------- 4.14 -------- 0.01 ---- ------- 0.006 ----- ------------- ---- 2 2 -- 1 --- 1 -1 ---- 5 63.64 - 100.00 -------- 10.00 ---- 0.00 -- ------------- ---- -- --- -2 ------- 5 -------- 250.05 ----------- 2.00 -------- 1.41 -------- 0.05 -------- ------- 0.050 0.307 ------------- ---- 2 2 ---- -- 1 -- --- 2 --- ------- -a ------- -------- 5 -------- ----------- 35.00 ----------- -------- 100.00 -------- -------- 10.00 -------- -------- 0.00 -------- ------- 0.000 ----- ------------- --------- 2 2 ---- 1 -- 2 --- -1 ------- 5 -------- 250.05 ----------- 2.00 -------- 1.41 -------- 0.05 -------- -- ------- ---- 0.049 0.227 ------------- ---- 2 2 -- 1 --- 3 ------- -a ----- -------- 5 ---- - ----------- 250.00 ----------- -------- 2.00 ------- -------- 1.41 ------ -------- 0.05 -------- ------- 0.049 ----- ------------- ------ ---- 2 2 ---- -- 1 -- --- 3 --- -- -1 ------- - -- 8 -------- 250.05 ----------- - 1.90 -------- -- 4.14 -------- 0.02 -------- -- ------- ------- 0.016 0.354 ------------- ---- 2 2 -- 1 --- 4 ------- -a -------- 5 ----------- 250.00 -------- 1.90 - -------- 1.38 -------- 0.05 ----- ------- 0.050 ----- ------------- - ---- 2 2 ---- -- 1 -- --- 4 --- ------- -1 ------- -------- 5 -------- ----------- 10.00 ----------- ------ - 1.00 -------- -------- 2.00 -------- --- 0.00 -------- -- ------- ------------ 0.002 0.185 ------------- ---- 3 1 -- 1 --- 1 ------- -a -------- 5 ----------- 5.00 -------- 33.00 -------- 5.74 -------- 0.00 ------- ------------- -b 8 550.00 1.50 3.67 0.04 0.041 ---- 3 -- 1 --- 2 ------- -a -------- 5 ----- 100.00 - 33.00 ---- -- 5.74 0.00 - ~ ____ __ __- -_b-__- _--8-___ ____550_00_ 1.70 3.91 0.04 0.043 12-3-93