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PERMFILE124317
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PERMFILE124317
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Entry Properties
Last modified
8/24/2016 10:21:55 PM
Creation date
11/25/2007 12:30:32 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007A
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Doc Name
Shaft #3 As-Built
Section_Exhibit Name
Exhibit 66 Sly Gulch Hydrology Part 3
Media Type
D
Archive
Yes
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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: GOLDER ASSOCIATES INC. <br />Filename: D:\MTNCOAL\#3REVISE User: WDP <br />Date: 06-02-1998 Time: 18:11:16 <br />#3 Intake Shafte As-Built Hydrology <br />Storm: 2.30 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------- <br />----------------------- <br />GENERAL INPUT TABLE <br />----------------------- <br />----------------------- <br />Detailed Between Structure Routing: <br /> To Seg. Land Flow Segment Muskingum <br />J B S # Condition Distance Slope Velocity Time K X <br /> <br />-- <br />-- <br />--- <br />----- <br />- <br />------ (ft) <br />----- (%) <br />-- <br />- (fps) <br />--------- (hr) <br />--------- (hr) <br />---------- <br /> <br />-- <br />1 <br />-- <br />1 <br />--- <br />2 <br />----- <br />1 ---- <br />- <br />------------ <br />9 ----- <br />---------- <br />264.65 ---- <br />------- <br />19.00 - <br />---------- <br />39.23 <br />--------- <br />0.00 ---- <br />-------------- <br />0.001 0.479 <br />-- <br />1 -- <br />1 --- <br />3 <br />- ------ <br />1 ----------- <br />8 ---------- <br />55.39 ------- <br />12.00 ---------- <br />10.39 --------- <br />0.00 <br />- <br />- -------------- <br />0.001 0.429 <br />---- <br />-- <br />2 -- <br />1 -- <br />1 ------ <br />1 ----------- <br />9 ---------- <br />250.80 ------- <br />8.00 ---------- <br />25.46 - <br />------ <br />0.00 --- <br />------- <br />0.002 0.468 <br />--- <br />-- <br />2 <br />-- -- <br />2 <br />-- --- <br />2 <br />--- ------ <br />1 <br />------ ----------- <br />8 <br />----------- ---------- <br />68.87 <br />---------- ------- <br />35.00 <br />------- ---------- <br />17.75 <br />---------- --------- <br />0.00 <br />--------- --- <br />-------- <br />0.001 0.456 <br />-------------- <br />• <br />~I <br />
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