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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: <br />Filename: C:\SCAD\DT\W <br />Date: <br />Storm: 1.90 inches, 10 <br />Hydrograph <br />Greystone Development Consultants <br />ELK\MB-5A User: C.W. BEGEJ <br />10-07-1993 Time: 09:37:44 <br />POND MB-5 <br />year-24 hour, SCS Type II <br />Convolution Interval: 0.1 hr <br />DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <br />Seg. Land Flow Segment Time Muskingum <br />J S S SWS # Condition Distance Slope Velocity Time Conc. K X <br />(ft) (~) (fps) (hr) (hr) (hr) <br />1 1 1 1 -a 7 160.00 25.00 10.06 0.00 <br /> <br />------ <br />--- -b <br />------ 7 <br />--------- 150.00 <br />------------ 5.00 <br />------- 4.50 <br />-------- 0.01 0.013 <br />---------------------------- <br />1 1 1 1 -1 1 134.16 50.00 1.79 0.02 <br /> -2 7 150.42 39.29 12.62 0.00 <br /> <br />------ <br />--- -3 <br />------- 8 <br />-------- 770.09 <br />------------ 1.50 <br />------- 3.67 <br />-------- 0.06 0.079 0.366 <br />--------------------------- <br /> <br />1 1 1 - <br />2 - <br />-a -- <br />1 ------- <br />120.00 ----- <br />50.00 -------- <br />1.79 ------------------------ <br />0.02 <br /> -b 7 140.00 78.57 17.84 0.00 <br /> -C 8 750.00 1.50 3.67 0.06 0.077 <br /> <br />? 1 1 -a 1 180.00 55.56 1.89 0.03 <br />' -b 8 600.00 5.00 6.71 0.02 <br /> <br />------ <br />--- -c <br />------- 8 <br />-------- 1060.00 <br />------------ 1.50 <br />------- 3.67 <br />-------- 0.08 0.131 <br />---------------------------- <br />1 2 1 1 -1 3 1060.12 1.50 0.86 0.34 0.343 0.167 <br />-- ------ ------------------------------------------- <br />1 2 1 2 -a 3 1640.00 1.50 0.86 0.53 0.531 <br />I• <br />