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Civil Software Design -- SEDCAD+ Version 3.1 <br /> Copyright (C) 1987-1992 . Pamela J. Schwab. All rights reserved. <br /> <br /> Company Name: Greystone Development Cons ultants <br /> Filename: C:\SCAD\DT\MY N\3NEW195 User: CWB <br /> Date: 01-20-1995 Time: 15:08:03 <br /> POND HYDRAULICS - MB-3 <br /> Storm: 1.90 inches, 10 year-24 hour, SCS Type II <br /> Hydrograph Convolution Interval: 0.1 hr <br /> ------------------- <br />GENERAL INPUT TABLE <br />----------------------- <br />----------------------- <br /> Spe cific Gravity: 2.50 <br /> Submerged Bulk Specific Gravity: 1. 25 <br /> Particle Size Distribution(s): <br /> Size Coal Product Silty Loam Alluvium <br /> (mm) <br />----------- <br />----------- $ Finer <br />------------- <br />---------- ~ Finer ~ Finer <br />-------------------------- <br />------------------------- <br />-------- <br />-------- <br /> <br />4.0000 --- <br />100.00 - <br />100.00 100.00 -------- -------- <br /> 2.0000 80.00 99.00 99.00 <br /> 1.0000 60.00 98.00 70.00 <br /> 0.5000 46.00 96.00 67.00 <br /> 0.2500 36.00 91.00 58.00 <br /> 0.1250 30.00 87.00 52.00 <br /> 0.0630 <br />0.0160 26.00 <br />18.00 82.00 38.00 <br />60.00 21.00 • <br /> 0.0030 10.00 33.00 11.00 <br /> 0.0001 0.00 0.00 0.00 <br /> Detailed Between Structure Routing: <br /> To Seg. Land Flow Segment Muskingum <br />J B S # Condition D istance Slope Velocity Time K X <br /> <br />- <br />- <br />------------ <br />------------ <br />------------- <br />------------- (ft) (~) (fps) <br />-------------------------- <br />-------------------------- (hr) <br />-------- <br />--- (hr) <br />-------- <br />----- <br /> <br />1 <br />1 2 1 <br />8 <br />100.02 2.00 4.24 ---- <br />0.01 -------- <br />0.006 ----- <br />0.356 <br />1 2 2 1 8 74.01 2.00 4.24 0.00 0.004 0.356 <br />1 2 3 1 <br />- <br />----- 8 <br />------------- 40.01 2.00 4.24 <br />------------------------- 0.00 0.002 0.356 <br />- <br />2 <br />- - <br />----- <br />1 1 1 <br />------------ <br />8 <br />------------- - <br />185.04 2.00 4.24 <br />-------------------------- -------- <br />0.01 <br />------- -------- <br />0.012 ------ <br />0.356 <br />---- <br />2 1 2 1 <br />---- 8 <br />----------- <br />- 272.49 6.00 7.35 <br />-------------------------- - <br />0.01 <br />-------- -------- <br />0.010 -- <br />0.406 <br />------ <br />- <br />3 -------- <br />1 1 1 - <br />6 <br />- 120.05 3.00 2.60 <br />----------------- 0.01 -------- <br />0.012 0.302 <br />- <br />- <br />3 ------------ <br />1 2 1 -------- <br />---- <br />8 <br />- <br />----- -------- <br />- <br />50.01 2.00 4.24 <br />----------------- <br />---- -------- <br />0.00 -------- <br />0.003 ---- <br />- <br />0.356 <br />- <br />4 ------------ <br />1 1 1 --- <br />- <br />--- <br />8 -- <br />-- <br />- <br />90.07 4.00 6.00 -------- <br />0.00 -------- <br />0.004 ------ <br />0.389 <br /> <br />