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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\PERMREV User: CWB <br /> Date: 08-05-1993 Time: 12 : 57 : 33 <br /> PERMANENT CHANNEL THROUGH AREA 1 SOUTH TO POND 001 <br /> Storm: 3 . 00 inches, 100 year-24 hour, SCS Type II <br /> Hydrograph Convolution Interval : 0. 1 hr <br /> -------------------------------------------- <br /> -------------------------------------------- <br /> DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <br /> -------------------------------------------- <br /> -------------------------------------------- <br /> Seg. Land Flow Segment Time Muskingum <br /> J B S SWS # Condition Distance Slope Velocity Time Conc. K X <br /> (ft) (%) (fps) (hr) (hr) (hr) <br /> ------------------------------------------------------------------------------- <br /> ------------------------------------------------------------------------------- <br /> 1 1 1 1 -a 3 230. 00 20. 00 3 . 13 0. 02 <br /> -b 6 500. 00 4 . 50 3 . 18 0. 04 0. 064 <br /> ------------------------------------------------------------------------------- <br /> ------------------------------------------------------------------------------- <br /> 1 1 1 2 -a 3 250. 00 25. 00 3 . 50 0. 02 <br /> -b 6 850. 00 5. 00 3 . 35 0. 07 0. 090 <br /> ------------------------------------------------------------------------------- <br /> ------------------------------------------------------------------------------- <br /> 1 1 2 1 -a 3 350. 00 22 . 00 3 . 28 0. 03 <br /> -b 6 1050. 00 6. 00 3 . 67 0. 08 0. 108 <br /> ------------------------------------------------------------------------------- <br /> ------------------------------------------------------------------------------- <br /> 1 1 3 1 -a 3 1300. 00 2 . 31 1. 06 0. 34 <br /> -b 6 1750. 00 2 . 86 2 . 54 0. 19 0. 531 <br /> ---------------------------------------------------------------------------- <br /> ---------------------------------------------------------------------------- <br /> 1 1 4 1 -a 3 70. 00 42 . 86 4 . 58 0. 00 <br /> -b 6 940. 00 1. 06 1. 55 0. 17 0. 173 <br /> ------------------------------------------------------------------------------- <br /> ------------------------------------------------------------------------------- <br />