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2010-11-19_PERMIT FILE - C1980007 (33)
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2010-11-19_PERMIT FILE - C1980007 (33)
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Last modified
8/24/2016 4:27:08 PM
Creation date
3/24/2011 10:23:48 AM
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Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Permit File
Doc Date
11/19/2010
Doc Name
100 yr - 24 hr
Section_Exhibit Name
Exhibit 66 RPE Pond
Media Type
D
Archive
No
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SEDCAD 4 for Windows <br />r. --inh} 1QQA _gnn7 P-1. I Ghuroh <br />41 <br />Elevation <br />(ft) <br />Straight Pipe <br />(cfs) <br />Combined <br />Total <br />Discharge <br />(cfs) <br />3.50 <br />(3) >20.693 <br />20.693 <br />4.00 <br />(3) >27.011 <br />27.011 <br />4.50 <br />(5) >31.829 <br />31.829 <br />5.00 <br />(5) >36.217 <br />36.217 <br />5.50 <br />(5) >40.123 <br />40.123 <br />6.00 <br />(5) >43.678 <br />43.678 <br />6.50 <br />(5)>46.973 <br />46.973 <br />7.00 <br />(5) >50.045 <br />50.045 <br />7.50 <br />(5) >52.943 <br />52.943 <br />8.00 <br />(5) >55.685 <br />55.685 <br />8.50 <br />(5) >58.306 <br />58.306 <br />9.00 <br />(5) >60.810 <br />60.810 <br />9.50 <br />(5)>63.211 <br />63.211 <br />10.00 <br />(5) >65.527 <br />65.527 <br />Structure #16 (R /pray Chann %� <br />DRPE -W9 <br />• Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right <br />Bottom <br />Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope ( %) <br />Width (ft) <br />33.50 cfs <br />Ratio Ratio <br />Depth (ft) % of Depth (VxD) <br />3.00 1.5:1 1.5:1 34.2 <br />0.50 <br />Riprap Channel Results: <br />PADER Method - Steep Slope Design <br />• <br />Filename: RPE Pile.sc4 <br />Printed 10 -07 -2010 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />33.50 cfs <br />Depth: <br />0.83 ft 1.33 ft <br />Top Width: <br />5.50 ft 7.00 ft <br />Velocity: <br />9.44 fps <br />X- Section Area: <br />3.55 sq ft <br />Hydraulic Radius: <br />0.591 ft <br />Froude Number: <br />2.07 <br />Manning's n: <br />0.0650 <br />Dmin: <br />5.00 in <br />D50: <br />9.00 in <br />Dmax: <br />12.00 in <br />Filename: RPE Pile.sc4 <br />Printed 10 -07 -2010 <br />
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