Laserfiche WebLink
File: J:\OOJOBS\003-2156\SGOIMD2X. 7/22/00, 7:54:1OPM <br />• <br />Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: GOLDER ASSOCIATES <br />Filename: C:\SEDCAD\2166\SGOIMD2 User: WDP (Modified ~ revised <br />by TAC) <br />Date: 07-22-2000 Time: 19:47:50 <br />SEDPOND SG-1 <br />Storm: 2.80 inches, 100 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------- <br />----------------------- <br />GENERAL INPUT TABLE <br />_______________________ <br />_______________________ <br />Specific Gravity: 2.50 <br />Submerged Bulk Specific Gravity: 1.25 <br />., <br /> Particle Size Distribution(s): <br /> Size SMU#31 <br /> (mm) % Finer <br />9 .0000 loo.oo <br />2 .0000 99.00 <br />1 .0000 90.00 <br />0 .5000 88.00 <br />0 .2500 85.00 <br />0 .1250 82.00 <br />0 .0630 79.G0 <br />0 .0160 56.00 <br />0 .0030 38.00 <br />O .CCO1 0.00 <br />Detailed Between Structure Routing: <br /> To Seg. Land Flow Segment Muskingum <br />J B S # Condition Distan ce Slope Velocity Time K X <br /> (ft) (%1 (fps) (hr) (hr) <br />- <br />1 --- <br />1 --- <br />2 ------ <br />1 ----------- <br />8 ------- <br />605. --- <br />05 ------- <br />13.00 ------ --- <br />10.82 <br />__ -- ---- <br />0.02 <br />___ <br />_ --- ----- <br />0.015 0.432 <br />___ <br />_ <br />__ <br />__ <br />1 __ <br />1 ___ <br />3 ______ <br />1 ___________ <br />8 _______ <br />402. ___ <br />00 _______ <br />10.00 ______ <br />__ <br />9.49 <br />__ __ <br />___ <br />0.01 <br />___ <br />_ __ <br />______ <br />0.011 0.424 <br />___ <br />_ <br />_ <br />_ <br />1 ___ <br />1 ___ <br />4 ______ <br />1 ___________ <br />8 _______ <br />230. ___ <br />93 _______ <br />9.00 ______ <br />__ <br />9.00 <br />___ __ <br />___ <br />0.01 <br />_____ <br />_ ___ <br />______ <br />D.OD7 0.420 <br />___ <br />_ <br />__ <br />_ <br />2 ___ <br />1 ___ <br />2 ______ <br />1 ___________ <br />8 _______ <br />135. ___ <br />72 _______ <br />30.00 ______ <br />_ <br />16.43 <br />____ <br />__ __ <br />_ <br />0.00 <br />_________ ___ <br />_____ <br />0.002 0.453 <br />__________ <br />__ <br />__ <br />2 __ <br />1 ___ <br />3 ______ <br />1 ___________ <br />8 _______ <br />135. ___ <br />72 _______ <br />30.00 ____ <br />16.43 0.00 __ <br />0.000 0.000 <br />• <br />Page: 39 <br />