2011-06-20_REVISION - C1981019 ‎(4)‎

• Permit No: C1981019
• IBM Index Class Name: Revision
• Doc Date: 6/20/2011
• Doc Name: Revised 3/28/2011 Exhibit 7 Item 23
• Type & Sequence: PR3
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
0-,;nhl long -n D-10 I Q,h'-K
•
32
Elevation (ft)
Emergency
Spillway cfs
p Y ( )
Combined
Total
Discharge,'
(cfs)
6,726.00
0.000
0.000
6,726.50
0.000
0.000
6,727.00
0.000
0.000
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
0.000
0.000
6,735.00
0.000
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 (Riprap Channel)
NCI fed by Sump 10 only
Trapezoidal Riprap Channel Inputs:
Material: Riprap
Bottom Left Right
Freeboard Freeboard Freeboard
Sideslope Sideslope Slope ( %)
Width (ft) Ratio Ratio
Depth (ft) % of Depth Mult. x (VxD)
5.00 2.0:1 2.0:1 3.1
0.30
0 Riprap Channel Results:
Simons /OSM Method - Mild Slope Design
Filename: Collom 1024 w east Divert 3 27.sc4
Printed 03 -27 -2011
Exh. 7- 23A -36 Revision Date: 03/25/11
Revision No.: PR -03