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PERMFILE131612
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PERMFILE131612
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Entry Properties
Last modified
8/24/2016 10:32:25 PM
Creation date
11/25/2007 11:21:37 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981010
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Doc Name
Horse Gulch Hydrologic Model
Section_Exhibit Name
APPENDIX Q SECTION XXVII
Media Type
D
Archive
No
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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />• Company Name: TRAPPER MINING <br />Filename: C:\SEDCAD3\RGD\HRSEAB25 User: JIM MATTERN <br />Date: 12-07-2000 Time: 15:09:36 <br />HORSE GULCH AS-BUILT, 25 YEAR, 24 HOUR EVENT <br />Storm: 1.80 inches, 25 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 />Particle Size Distribution(s): <br /> Size Standard <br /> <br />-- (mm) <br />------- % Finer <br />------------------------------------------- <br />---- <br />---- <br />-- <br />-- <br />2 ------- <br />.0000 - <br />- <br />-- <br />--------------------------------------------------------- <br />100.00 <br />1 .5100 92.00 <br />1 .0300 84.00 <br />0 .5400 75.00 <br />0 .0500 66.00 <br />0 .0404 60.00 <br />0 .0308 54.00 <br />0 .0212 47.00 <br />• <br />0 .0116 40.00 <br />0 .0020 34.00 <br />0 .0016 28.00 <br />0 .0012 20.00 <br />0 .0008 14.00 <br />0 .0004 7.00 <br />0 .0001 0.00 <br />Detailed Between Structure Routing: <br />To Seg. Land Flow Segment Muskingum <br />J B S # Condition Distance Slope Velocity Time K X <br /> (ft) (%) (fps) (hr) (hr) <br />------- <br />2 1 1 ------ <br />1 --------------------- <br />6 1064.75 ----------------- <br />6.59 3.85 --------- <br />0.08 -------------- <br />0.084 0.343 <br />--- <br />----- <br />-- <br />------- <br />3 1 2 <br />------- ------ <br />1 <br />------ --------------------- <br />6 618.67 <br />--------------------- ----------------- <br />4.85 3.31 <br />----------------- --------- <br />0.05 <br />--------- - <br />-- <br />- <br />0.052 0.329 <br />-------------- <br />r ~ <br />L_J <br />
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