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<br />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: C:\SEDCAD3\\DATA\WSTREFOV User: C. A. Boudreau <br />Date: 06-20-1992 Time: 12:18:16 <br />West of Refuse Overflow 10 YR. 24 HR and 25 YR. 24 HR. <br />Storm: 3.40 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />GENERAL INPUT TABLE <br />Specific Gravity: 2.50 <br />Submerged Bulk Specific Gravity: 1.25 <br /> Particle <br />Size AVG SITE WIDE <br />(mm) <br />-------- <br />-------- % Finer <br />---------------- <br />---------------- <br />25.4000 100.00 <br />19.0500 82.00 <br />12.7000 68.80 <br />6.3500 35.30 <br />2.0000 21.80 <br />0.8500 14.40 <br />0.4250 10.20 <br />• 0.1800 5.70 <br />0.1500 4.60 <br />0.0750 1.10 <br />0.0100 0.50 <br />0.0010 0.10 <br />0.0001 0.00 <br />Size Distribution(s): <br />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: C:\SEDCAD3\\DATA\WSTREFOV User: C. A. Boudreau <br />Date: 06-20-1992 Time: 12:18:16 <br />West of Refuse Overflow 10 YR. 24 HR and 25 YR. 24 HR. <br />Storm: 3.40 inches, 25 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 />I• S SWS # Condition Distance Slope Velocity Time Conc. K X <br />(ft) ($) (fps) (hr) (hr) (hr) <br />---------- -- ----------------------------- <br />1 1 1 1 -a 5 525.00 5.00 2.24 0.07 0.065 <br />