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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. A11 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: 13:26:59 <br />MB2R-12/11/97 (revised 10/3/99) <br />Storm: 2.30 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />GENERAL INPUT TABLE <br />----------------------- <br />Specific Gravity: 2.65 <br />Submerged Sulk Specific Gravity: 1.25 <br />1 <br /> Particle Size Distribution(s): <br /> Size CLAY LOAM SILT LOAM N FK AL LWIUM <br /> <br />__ (mm) <br />__ % Finer <br />_______________ % Finer <br />____________ % Finer <br />____________ <br />__ <br />__ <br />2 _____ <br />_______ <br />.0000 _ <br />__ <br />100. <br />00 __ __ _ <br />100.00 _ __ <br />100. _______________ <br />___________________ <br />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 Segment Muskingum <br />J B S # Condition Distan ce Slope Velocity Time K X <br /> <br />- <br />-- <br />---- <br />------ <br />----------- (ft) <br />------- <br />--- (%) <br />------- (fps) <br />---------- (hr) <br />--------- (hr) <br />------- <br />------- <br />- <br />1 -- <br />1 ---- <br />2 ------ <br />1 ----------- <br />9 ------- <br />502. --- <br />02 ------- <br />9.00 ---------- <br />27.00 --------- <br />0.01 ------- <br />0.005 ------- <br />0.470 <br />__ <br />1 _ <br />1 ____ <br />3 ______ <br />1 ___________ <br />9 <br />_ <br />_ _______ <br />600. ___ <br />52 _______ <br />4.17 <br />_ __________ <br />18.37 <br />___ _________ <br />0.01 _______ <br />0.009 _______ <br />0.457 <br />____ <br />__ <br />1 __ <br />1 ___ <br />4 ______ <br />1 ___ <br />_ <br />_____ <br />9 _______ <br />200. ___ <br />25 ______ <br />5.00 _______ <br />20.12 _________ <br />0.00 ________ <br />0.002 __ <br />0.461 <br />__ <br />1 __ <br />2 ___ <br />2 ______ <br />1 ___________ <br />9 _______ <br />200. ___ <br />02 _______ <br />1.50 __________ <br />11.02 _________ <br />0.01 ________ <br />0.005 ______ <br />0.433 <br />1 2 3 1 9 300. 06 2.00 12.73 0.01 0.006 0.441 <br />__ <br />1 __ <br />2 ___ <br />4 ______ <br />1 ___________ <br />9 _______ <br />351. ___ <br />41 _______ <br />9.00 __________ <br />27.00 _________ <br />0.00 ________ <br />0.003 ______ <br />0.470 <br /> <br />Page: 31 <br />