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2007-06-01_PERMIT FILE - C1981019A (10)
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2007-06-01_PERMIT FILE - C1981019A (10)
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Last modified
8/24/2016 3:17:13 PM
Creation date
1/17/2008 3:20:13 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019A
IBM Index Class Name
Permit File
Doc Date
6/1/2007
Doc Name
West Pit Fill Ditch & East Taylor Pond Ditch Channel Designs (Permanent)
Section_Exhibit Name
Exhibit 07 Item 14 Appendix Exh7-14F
Media Type
D
Archive
Yes
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I 1 <br />u <br />SEDCAD 4.4 <br />Copyright 1998 Pamela J Sthwati <br />Oivir Software Design <br />West Pit Ditch Sta. 14 to 32 Q=100.0 <br />Material: Riprap <br />Bottom. Loft Right ~ Freeboard Freeboard Freeboard' <br />Sideslope Sideslope Slope (%) <br />Width {ft) Ratio Ratio Depth (ft) °I° of Depth Mult. x {Vx0) <br />10:00 3.0:1 3.0:4 8.0 ~ 4.00 <br />Simops/OSM Method -Steep Slope Design <br /> w/q Freeboard w/ Freeboard <br /> Depth: 0.74 ft 4.74 ft <br /> Top Width: 14.42 ft 20.42 ft <br /> Velocity': <br /> X-Section Area: <br />Hydraulic Radius: _ 8.99 sq tt <br />__.. 4.843 <br />t Fronde Number'; <br /> Manning's n': <br />(--- <br />I~ --- Dmn: <br />_- __w.,_~....w._.._ __.,..__- 3.00 in______._~ <br />___ <br />--- <br />~ 650: - <br />9.U0 in _.._. <br />I <br />- Dmax;-_ . <br />- t t :25 in <br />Velocity and Manning's o calculations may not apply for this method. <br />• <br />• <br />SEDCAD Utility Run <br />Exh. 7-14F <br />17 <br />i <br />Printed 09.18-1998 <br />Revision Date: 7/25/06 <br />Revision No.: TR-63 <br />
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