2010-11-19_PERMIT FILE - C1980007 ‎(31)‎

• Permit No: C1980007
• IBM Index Class Name: Permit File
• Doc Date: 11/19/2010
• Doc Name: 10 yr - 24 hr
• Section_Exhibit Name: Exhibit 66 RPE Pond
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
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46
Structure #2 ( Nonerodible Channel )
DRPE -2
Triangular Nonerodible Channel Inputs:
Material: Shotcrete
Left Right
w/o Freeboard w/ Freeboard
Depth:
0.41 ft 0.71 ft
Top Width:
1.63 ft 2.83 ft
Velocity:
4.10 fps
X- Section Area:
0.33 sq ft
Hydraulic Radius:
0.182 ft
Froude Number:
1.60
Structure #2 ( Nonerodible Channel )
DRPE -2
Triangular Nonerodible Channel Inputs:
Material: Shotcrete
Left Right
Freeboard Freeboard Freeboard
Sideslope Sideslope Slope ( %) Manning's n
Mult. x
Ratio Ratio
Depth (ft) % of Depth (VxD)
2.0:1 2.0:1 2.0 0.0170
0.30
Nonerodible Channel Results:
1 �
u
Structure #1 (Pond)
RPE Pond A and B
Pond Inputs:
Initial Pool Elev:
w/o Freeboard w/ Freeboard
Design Discharge:
3.45 cfs
Depth:
0.58 ft 0.88 ft
Top Width:
2.33 ft 3.53 ft
Velocity:
5.06 fps
X- Section Area:
0.68 sq ft
Hydraulic Radius:
0.261 ft
Froude Number:
1.65
Structure #1 (Pond)
RPE Pond A and B
Pond Inputs:
Initial Pool Elev:
6,098.00 ft
Initial Pool:
0.71 ac -ft
*Sediment Storage:
0.33 ac -ft
Dead Space:
0.00%
*Sediment capacity based on Average Annual R of 10.0 for 3 year(s)
Share- crested Weir
•
Weir Width Spillway Elev
(ft) (ft)
6.00 6,106.00
Filename: RPE Pile.sc4
Printed 10 -06 -2010