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Civil Software Design -- SEDCAD+ Ver::ion 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. A1]. rights reserved. <br />Company Name: GREYSTONE DEVELOPMENT COPISULTANTS . <br />Filename: C:\SEDCAD3\CR7\PND2A9 User: bqw <br />Date: 01-30-1996 Time: 08:21:47 <br />Pond 2, As-Built, De-water to 94.7, Bottom at 93.5 <br />Storm: 2.10 inches, 10 year-24 hour, SCS Type I]: <br />Hydrograph Convolution Interval: 0.1 hr <br />GENERAL INPUT TABLE <br />Specific Gravity: 2.65 <br />Submerged Bulk Specific Gravity: 1..25 <br /> Particle Size Distribution(s): <br /> Size Nunn Loam Carracas Loam <br /> (mm) ~ Finer $ Finer <br /> <br /> 4.0000 100.00 100.00 <br /> 2.0000 72.00 81.00 <br /> 1.0000 48.00 62.50 <br /> 0.5000 26.00 33.70 <br /> 0.2500 13.00 14.30 <br /> 0.1500 8.00 9.00 <br /> 0.0750 3.00 3.80 <br /> 0.0500 2.00 2.00 <br /> 0.0020 1.00 1.00 <br /> Detailed Between Structu re Routing: <br /> To Seg. Land Flow Segment Muskingum <br />J B S # Condition Distance Slope Velocity Time K X <br /> _ (ft) ($) (fps) (hr) (hr) <br />1 3 2 1 8 220.89 9.00 9.00 0.01 0.006 0.420 <br />1 3 3 1 8 319.67 13.00 10.82 0.01 0.008 0.432 <br />2 1 1 1 8 88.44 24.00 14.70 0.00 <br /> 2 8 225.91 9.00 9.00 0.01 <br /> 3 8 271.01 1.00 3.00 0.03 0.033 0.402 <br />2 2 2 1 8 1352.07 1.00 3.00 0.13 0.125 0.319 <br />3 1 1 1 8 50.12 7.00 7.94 0.00 0.001 0.411 <br />• <br />7-46 s nmy ire <br />