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2010-05-07_PERMIT FILE - C2009087 (33)
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2010-05-07_PERMIT FILE - C2009087 (33)
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Last modified
8/24/2016 4:11:38 PM
Creation date
6/3/2010 10:38:32 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C2009087
IBM Index Class Name
Permit File
Doc Date
5/7/2010
Doc Name
Emergency Spillway Channel Modeling
Section_Exhibit Name
Exhibit 2.05.3-E2 Appendix 2.05.3-E2.C Addendum 2.05.3-E2.C-3
Media Type
D
Archive
No
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SEDCAD 4.0 <br />('e+mirinhf icon -7nm I Crhwah <br />• Pond 004 - Emergency Spillway Crest - 0.5% Slooe <br />Material: Grass mixture <br />Trapezoidal Chanel <br />Left Right <br />Bottom Retardance <br />Freeboard Freeboard Freeboard <br />Limiting <br />Width (ft) Sideslope Sideslope Slope ( %) Classes <br />Ratio <br />° Muit. x <br />Depth (ft) /o of Depth <br />Velocity <br />(fps) <br />Ratio <br />(VxD) <br />7.20 cis <br />12.00 4.0:1 4.0:1 0.5 D, B I <br />1.00 I <br />5.0 <br />SEDCAD Utility Run <br />2.03- 3- E2.0 -3.i <br />Printed 09 -02 -2 <br />Revised 09/6 <br />TR -51 <br />Stability <br />Class D w/o <br />Freeboard <br />Stability <br />Class D w/ <br />Freeboard <br />Capacity <br />Class B w/o <br />Freeboard <br />Capacity <br />Class B w/ <br />Freeboard <br />Design Discharge: <br />7.20 cfs <br />7.20 cis <br />Depth: <br />0.58 ft <br />1.58 ft <br />1.18 ft <br />2.18 ft <br />Top Width: <br />16.62 ft <br />24.62 ft <br />21.44 ft <br />29.44 ft <br />Velocity: <br />0.87 fps <br />0.36 fps <br />X- Section Area: <br />8.27 sq ft <br />19.73 sq ft <br />Hydraulic Radius: <br />0.493 ft <br />0.908 ft <br />Froude Number: <br />0.22 <br />0.07 <br />Roughness Coefficient: <br />0.0755 <br />0.2704 <br />SEDCAD Utility Run <br />2.03- 3- E2.0 -3.i <br />Printed 09 -02 -2 <br />Revised 09/6 <br />TR -51 <br />
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