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2007-06-01_PERMIT FILE - C1981019A (6)
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2007-06-01_PERMIT FILE - C1981019A (6)
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Entry Properties
Last modified
8/24/2016 3:17:14 PM
Creation date
1/17/2008 3:20:12 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019A
IBM Index Class Name
Permit File
Doc Date
6/1/2007
Doc Name
Streeter Gulch Ditch, SW Tributary to Streeter & SE Tributary to Street Channel Designs (Permanent)
Section_Exhibit Name
Exhibit 07 Item 14 Appendix Exh7-14E
Media Type
D
Archive
Yes
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SEDCAD 4.0 <br />Copyright t998 Pamela 3. Schwab <br />Civil Software Design ~ <br />Streeter Gulch Ditch Sta. 33 to 55 : Q=22o.7 cfs <br />_... <br />Material: Tall fescue <br />Bottom Sideslope Sideslope Slope (%) Retardance Freeboard Freeboard Freeboard Limiting <br />Classes <br />Width (ft) Depth (ft) % of Depth Mult. x (VxD) Velocity (fps) <br />Ratio Ratio <br />15.00 3.0:1 3.0:1 2.0 C, B ~ 1.00 I 7.0 <br /> Stability Stability Capacity Capacity <br /> Class C w/o Class C w/ Class B w/o Class B w/ <br /> Freeboard Freeboard Freeboard Freeboard <br />Depth: 1.61 ft 2.61 ft 1.95 ft 2.95 ft <br />Top Width: _ _~___ 24.66 ft 30.66 ft 26.67 ft 32.67 ft <br />Velocity: <br />X-Section Area: 6,91 fps <br />31.93 sq ft <br />~ 5.45 fps <br />40.53 sq ft ~ <br />Hydraulic Radius: 1.268 ; <br />_ <br />. <br />- <br />- -= 1.484 <br />__ <br />--__ <br /> <br />Froude Number: <br />1.07 .. <br />.._ <br />--. <br />- . <br />0.78 i <br />Roughness Coefficient: 0.0357 j 0.0503 <br />• <br />SEDCAD Utility Run <br />Printed ti-05-1998 <br />Exh. 7-14E Revision Date: 7/25/06 <br />13 Revision No.: TR-63 <br />
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