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File: J:\OOJOBS\003-2166\MB2RE'X 7/21/00, 1:31:OOPM <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\MB2RE' User: BILL PATTERSON <br />(modified by T. Cazie r) <br />Date: 07-21-2000 Time: 13:26:01 <br />MB2R-12/11/97 (revised 10/3/99) <br />Storm: 1.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------- <br />----------------------- <br />GENERAL ZNPUT TABLE <br />Specific Gravity: 2.68' <br />Submerged Bulk Specific Gravity: 1.25 <br /> Particle Size Distribution(s): <br /> Size CLAY LOAM SILT LOAM N FK ALLUVIUM <br /> (mm) ~ Finer °s Finer °s Finer <br /> 2 .0000 100 00 100.00 100.00 <br /> 1 .0000 90. 00 99.50 70.00 <br /> 0 .5000 88. 00 96.00 67.00 <br />• 0 .2500 85. 00 91.00 58.00 <br /> 0 .1250 82. 00 87.00 52.00 <br /> 0 .0630 74. 00 82.00 38.00 <br /> 0 .0160 56. 00 60.00 21.00 <br /> 0 .0040 38. 00 33.00 11.00 <br /> 0 .0010 0. 00 0.00 0.00 <br />Detailed Between Structure Routing: <br /> To Seg. Land Flow SegmenC Muskingum <br />J B S # Condition Distance Slope Velocity Time K X <br /> (f C) (g) (fps) (hr) <br />x (hr) <br />-- <br />1 -- <br />1 --- <br />2 ------ <br />1 ----------- <br />9 -- ---- <br />502.02 - <br />9.00 ------ <br />27.00 ---- <br />- <br />0.01 ------- <br />0.005 - - <br />0.470 <br />1 1 3 1 9 600.52 4.17 <br />_ 18.37 <br />___ 0.01 0.009 0.457 <br />_____ <br />__ <br />1 __ <br />1 ___ <br />4 ______ <br />I ___________ <br />9 __________ <br />200.25 ______ <br />5.00 _______ <br />20.12 _________ <br />0.00 _______ <br />0.002 _ <br />_ <br />0.461 <br />__ <br />1 __ <br />2 ___ <br />2 <br />- ______ <br />1 <br />- ___________ <br />9 <br />- __________ <br />200.02 <br />----- <br />--- _______ <br />1.50 <br />---- - - __________ <br />11.02 <br />-- - <br />--- _________ <br />0.01 <br />------- ________ <br />0.005 <br />- - ---- ______ <br />0.433 <br />------ <br />- <br />1 -- <br />2 -- <br />3 --- <br />1 ---- - ---- <br />9 - <br />- <br />300.06 2.00 --- <br />12.73 - <br />- <br />0.01 - <br />0.006 0.441 <br />1 2 4 1 9 351.41 9.00 27.00 0.00 0.003 0.470 <br />• Page: 2 <br />