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2009-10-06_PERMIT FILE - C1980005 (13)
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2009-10-06_PERMIT FILE - C1980005 (13)
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Last modified
8/24/2016 3:56:02 PM
Creation date
11/12/2009 10:35:01 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980005
IBM Index Class Name
Permit File
Doc Date
10/6/2009
Doc Name
Emergency Spillway Channel Modeling
Section_Exhibit Name
Tab 07 Appendix 7-6f.3 Addendum 7-6f.3C
Media Type
D
Archive
No
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SEDCAD 4.0 <br />rrnvrinhf 10°A P-1. 1 GMuah <br />• Pond 008: Emergency Spillway Crest - 0.5% Slope <br />Material: Grass mixture <br />Trapezoidal Channel <br />Left Right <br />Bottom Retardance Freeboard <br />Freeboard Freeboard <br />Limiting <br />Sideslope Sideslope Slope (%) Classes <br />Width (ft) Ratio Ratio Mult. x <br />Depth (ft) % of Depth Velocity <br />(fps) <br /> (VxD) <br />20.00 3.0:1 3.0:1 0.5 D, B 0.30 5.0 <br /> Stability <br />Class D w/o <br />Freeboard Stability <br />Class D w/ <br />Freeboard Capacity <br />Class B w/o <br />Freeboard Capacity <br />Class B w/ <br />Freeboard <br />Design Discharge: 11.70 cfs 11.70 cfs <br />Depth: 0.57 ft 0.87 ft 1.13 ft 1.43 ft <br />Top Width: 23.42 ft 25.22 ft 26.81 ft 28.61 ft <br />Velocity: 0.95 fps 0.44 fps <br />X-Section Area: 12.37 sq ft 26.56 sq ft <br />Hydraulic Radius: 0.524 0.977 <br />Froude Number: 0.23 0.08 <br />Roughness Coefficient: 0.0722 0.2356--- -- <br />0 <br /> <br />SEDCAD Utility Run <br />Printed 09-03-2009 <br />TR-5I 7-6f.3C-I Revised 09/09
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