PERMFILE63047

• Permit No: C1981018A
• IBM Index Class Name: Permit File
• Doc Date: 5/13/2002
• Doc Name: Refuse Area 5A
• Section_Exhibit Name: Illustration 6A and 6B
• Media Type: D
• Archive: Yes

SEDCAD+ RIPRAP CHANNEL DESIGN
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• ' RPS PRIMARY SPILLWAY 10 YR 24 HR EVENT
INPUT VALUES:
Shape TRAPEZOIDAL
Discharge 40.50 cfs
Slope 1.00 $
Sideslopes (L and R) 3.00:1 3.00:1
Bottom Width 10.00 feet
Freeboard .1 ft
RESULTS:
Mild Slope Design
Depth 0.95 ft
with Freeboard 1.05 ft
Top Width 15.71 ft
with Freeboard 16.31 ft
Velocity 3.31 fps
Cross Sectional Area 12.24 sq ft
Hydraulic Radius 0.76 ft
Manning's n 0.038
Froude Number 0.66
• Dmax 1.500 ft (18.00 in)
D50 0.750 ft ( 9.00 in)
D10 0.250 ft ( 3.00 in}
•