2010-12-17_REVISION - C1981019 ‎(128)‎

• Permit No: C1981019
• IBM Index Class Name: REVISION
• Doc Date: 12/17/2010
• Doc Name: Exhibit 7 Item 23 Erosion and Sedimentation Part 2
• Type & Sequence: PR3
• Email Name: JRS
• Media Type: D
• Archive: No

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SEDCAD 4 for Windows
R.v.,.rinht 10Q0. AflM Pamela 1 QrK-h
43
•
Elevation
(ft)
Emergency
Spillway (cfs)
Combined
Total
Discharge
(cfs)
6,726.50
0.000
0.000
6,727.00
0.000
01000
6,727.50
0.000
0.000
6,728.00
0.000
0.000
6,728.50
0.000
0.000
6,729.00
0.000
0.000
6,729.50
0.000
0.000
6,730.00
0.000
0.000
6,730.50
0.000
0.000
6,731.00
0.000
0.000
6,731.50
0.000
0.000
6,732.00
0.000
0.000
6,732.50
0.000
0.000
6,733.00
0.000
0.000
6,733.50
0.000
0.000
6,734.00
0.000
0.000
6,734.50
01000
0.000
6,735.00
01000
0.000
6,735.50
0.000
0.000
6,736.00
0.000
0.000
6,736.50
0.000
0.000
6,737.00
0.000
0.000
6,737.50
9.008
9.008
6,738.00
117.195
117.195
6,738.50
236.895
236.895
6,739.00
391.002
391.002
6,739.50
572.058
572.058
6,740.00
778.237
778.237
Structure #2 6%rap Channel)
NCI
Trapezoidal Riprap Channel Inputs:
Material: Riprap
Left Right
Bottom
Freeboard Freeboard Freeboard
Sideslope Sideslope Slope ( %)
Width (ft) Ratio Ratio
Mult, x
Depth (ft) % of Depth
(VxD)
5.00 2.0:1 2.0:1 3.1
0.30
• Riprap Channel Results:
Fllename: 100- year_Collom_Ponds (With Riser).so4 Printed 01 -22 -2009
Exh. 7 -23A -161 Revision Date: 12/15/10
Revision No.: PR -03