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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />• Company Name: Greystone Development Consultants <br />Filename: A:\DT\WF\004CCLN User: CWB <br />Date: OS-06-1993 Time: 10:38:12 <br />DRAINAGE DITCHES ABOVE POND 004 <br />Storm: 1.40 inches, 2 year-24 hour, SCS Type II <br />Hydrograph Convolution interval: 0.1 hr <br />DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <br /> Seg. Land Flow Segment Time Muskingum <br />J B S SWS # Condition Distance Slope Velocity Time Conc. K X <br /> <br />------ <br />------ <br />---- <br />---- <br />---- <br />---- <br />----------- <br />----------- (ft) <br />---------- <br />---------- (~) <br />------- <br />------- (fps) <br />--------- <br />--------- (hr) <br />-------- <br />-------- (hr) <br />-------- <br />-------- (hr) <br />------------ <br />------------ <br />1 1 1 1 -a 3 140.00 30.00 3.83 0.01 <br /> <br />------ <br />---- -b <br />---- 8 <br />----------- 550.00 <br />---------- 5.00 <br />------- 6.71 <br />--------- 0.02 <br />-------- 0.032 <br />-------- <br />------------ <br />------ <br />1 2 1 ---- <br />1 ---- <br />-a ----------- <br />3 ---------- <br />150.00 ------- <br />7.78 --------- <br />1.95 -------- <br />0.02 -------- ------------ <br /> -b 7 300.00 7.78 5.61 0.01 <br /> <br />------ <br />---- -c <br />---- 8 <br />----------- 700.00 <br />---------- 3.75 <br />------- 5.81 <br />--------- 0.03 <br />-------- 0.069 <br />-------- <br />------------ <br />------ <br />2 1 1 ---- <br />1 ---- <br />-a ----------- <br />1 ---------- <br />150.00 ------- <br />10.00 --------- <br />0.80 -------- <br />0.05 -------- ------------ <br /> -b 8 600.00 6.60 7.71 0.02 0.073 <br />------ <br />------ <br />• 1 ---- <br />---- <br />1 ---- <br />---- <br />-a ----------- <br />----------- <br />3 ---------- <br />---------- <br />150.00 ------- <br />------- <br />10.00 --------- <br />--------- <br />2.21 -------- <br />-------- <br />0.02 -------- <br />-------- ------------ <br />------------ <br /> -b 8 240.00 2.00 4.24 0.02 0.034 <br /> <br />3 1 1 ---- <br />1 ---- <br />-a - ------ <br />5 ---------- <br />50.00 ------- <br />7.00 --------- <br />2.65 -------- <br />0.01 -------- ------------ <br /> <br />------ <br />------ <br />---- <br />---- -b <br />---- <br />---- 8 <br />----------- <br />----------- 90.00 <br />---------- <br />---------- 1.50 <br />------- <br />------- 3.67 <br />--------- <br />--------- 0.01 <br />-------- <br />-------- 0.012 <br />-------- <br />-------- <br />------------ <br />------------ <br />• <br />