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2012-06-08_PERMIT FILE - C2009087 (11)
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2012-06-08_PERMIT FILE - C2009087 (11)
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Entry Properties
Last modified
8/24/2016 4:59:39 PM
Creation date
7/17/2012 2:00:20 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C2009087
IBM Index Class Name
Permit File
Doc Date
6/8/2012
Doc Name
Upper Sump Design 10yr/24hr Storm Event
Section_Exhibit Name
Exhibit 2.05.3-E2 Appendix 2.05.3-E2.E Addendument 2.05.3-E2.E-1
Media Type
D
Archive
No
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SEDCAD 4 for Windows <br />(`nn „Inh11Gap _onln 0-1. 1 C�huah <br />Trapezoidal Erodible Channel Inputs: <br />Material: Graded loam to cobbles when noncolloidal <br />34 <br />Bottom Left Right <br />Freeboard Freeboard Freeboard Limiting <br />Width (ft) Sideslope Sideslope Slope ( %) Manning's n <br />Mult. x Velocity <br />Ratio Ratio <br />Depth ft <br />p () % of Depth (VXD) (fps) <br />1.00 3.0:1 3.0:1 2.0 0.0300 <br />0.30 5.0 <br />Erodible Channel Results: <br />Structure #11 (Culvert) <br />Culvert SC-14 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope ( %) Manning's n Headwater ft Loss Coef. <br />(ft) () (Ke) <br />100.00 1.00 0.0150 1.00 0.00 0.90 <br />Culvert Results: <br />Design Discharge = 1.74 cfs <br />Minimum pipe diameter: 1 - 12 inch pipe(s) required <br />Structure #12 6% rap Channel <br />Ditch PM -6 (Lower end) <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right Freeboard Freeboard Freeboard <br />Bottom Sideslope Sideslope Slop e <br />( x Width (ft) Ratio Ratio Depth (f) % of Depth (Vx D) <br />2.00 3.0:1 3.0:1 25.0 0.30 <br />Riprap Channel Results: <br />Filename: Upper Sump 10yr.sc4 <br />Printed 03 -05 -2012 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />0.88 cfs <br />Depth: <br />0.24 ft 0.54 ft <br />Top Width: <br />2.45 ft 4.25 ft <br />Velocity: <br />2.11 fps <br />X- Section Area: <br />0.42 sq ft <br />Hydraulic Radius: <br />0.165 ft <br />Froude Number: <br />0.90 <br />Structure #11 (Culvert) <br />Culvert SC-14 <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope ( %) Manning's n Headwater ft Loss Coef. <br />(ft) () (Ke) <br />100.00 1.00 0.0150 1.00 0.00 0.90 <br />Culvert Results: <br />Design Discharge = 1.74 cfs <br />Minimum pipe diameter: 1 - 12 inch pipe(s) required <br />Structure #12 6% rap Channel <br />Ditch PM -6 (Lower end) <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Left Right Freeboard Freeboard Freeboard <br />Bottom Sideslope Sideslope Slop e <br />( x Width (ft) Ratio Ratio Depth (f) % of Depth (Vx D) <br />2.00 3.0:1 3.0:1 25.0 0.30 <br />Riprap Channel Results: <br />Filename: Upper Sump 10yr.sc4 <br />Printed 03 -05 -2012 <br />
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