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Civil Software Design -- SEDCAD+ ve=sion 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. Al.l rights reserved. <br />Company Name: GREYSTONE DEVELOPMENT CCINSIILTANTS <br />Filename: C:\SEDCAD3\CR7\PND3A23 IIser: bgv <br />Date: 02-01-1996 Time: 11:16:01 <br />Pond 3, De-water to 6457.5, Bottom @• 6456 <br />Storm: 2.10 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />GENERAL INPDT TABLE <br /> Specific Gravity: 2.65 <br /> Submerged Bulk Specific Gravity: 1. 25 <br /> Particle Size Distribut ion(s): <br /> Size Nunn Loam Carracas Loam <br /> (mm) ~ Finer t Finer <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 <br />0 <br />0020 2.00 <br />00 <br />1 2.00 <br />1 <br />00 <br /> . . . <br /> Detailed Between Structu re Routine: <br /> To Seg. Land Flow Segment Muskingum <br />J B S # Condition Distance Slope Velocity Time K X <br /> _ (ft) ($) (fps) (hr) (hr) <br />2 1 1 1 8 183.78 34.00 17.49 0.00 <br /> 2 8 195.63 13.00 10.82 0.00 0.007 0.445 <br />3 1 1 1 8 442.09 2.00 4.24 0.03 0.028 0.356 <br />3 2 2 1 8 218.53 7.00 7.94 0.01 0.007 0.411 <br />3 2 3 1 8 87.70 30.00 16.43 0.00 <br /> 2 8 288.36 5.00 6.71 0.01 0.013 0.419 <br />c <br /> <br />T64 8 May 1996 <br />