2016-09-16_PERMIT FILE - M2016010

• Permit No: M2016010
• IBM Index Class Name: Permit File
• Doc Date: 9/16/2016
• Doc Name Note: Response #5
• Doc Name: Adequacy Review Response #5
• From: Transit Mix Concrete Co.
• To: DRMS
• Media Type: D
• Archive: No

SEDCAD 4.0
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1
Material: Riprap
Trapezoidal Channel
Bottom Left Right Freeboard Freeboard Freeboard
Width (ft) Sideslope Sideslope Slope(%) Depth (ft) %of Depth Mult.x
Ratio Ratio (VxD)
4.00 3.0:1 3.0:1 33.0 0.50
Simons/OSM Method - Steep Slope Design
w/o Freeboard w/Freeboard
Design Discharge: 29.00 cfs
Depth: 0.20 ft 0.70 ft
Top Width: 5.22 ft 8.22 ft
Velocity*:
X-Section Area: 0.94 sq ft
r Hydraulic Radius: 0.178 ft
Froude Number*:
Manning's n*:
Dmin: 5.00 in
D50: 15.00 in
Dmax: 18.75 in
Velocity and Manning's n calculations may not apply for this method.
SEDCAD Utility Run Printed 09-07-2016