2010-04-26_PERMIT FILE - C1980007A ‎(11)‎

• Permit No: C1980007A
• IBM Index Class Name: Permit File
• Doc Date: 4/26/2010
• Doc Name: SEDCAD Model Output
• Section_Exhibit Name: Exhibit 82 Appendix F
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
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48
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:
Structure #1 (Pond
RPE Pond A and B
Pond Inputs:
Initial Pool Elev:
w/o Freeboard w /.Freeboard.
Design Discharge:
5.85 cfs
Depth:
0.71 ft 1.01 ft
Top Width:
2.85 ft 4.05 ft
Velocity:
5.78 fps
X- Section Area:
1.01 sq ft
Hydraulic Radius:
0.318 ft
Froude Number:
1.71
Structure #1 (Pond
RPE Pond A and B
Pond Inputs:
Initial Pool Elev:
6,098.00 ft
Initial Pool:
0.81 ac -ft
*Sediment Storage:
0.23 ac -ft
Dead Space:
0.00%
*Sediment capacity based on A verage Annual R of 10.0 for 3 year(s)
Sharp- crested Weir
Weir Width Spillway Elev
(ft) (ft)
6.00 6,106.00
Pond Results:
Peak Elevation:
6,105.17 ft
H'graph Detention Time:
0.00 hrs
Pond Model:
CSTRS
Dewater Time:
0.00 days
Trap Efficiency:
0.00%
•
•
Dewatering time is calculated from peak stage to lowest spillway 0
Elevation - Capacity- Discharge Table
Filename: Old RPE and New RPE Pile.sc4 Printed 04 -15 -2010