2007-06-01_PERMIT FILE - C1981019A ‎(6)‎

• Permit No: C1981019A
• IBM Index Class Name: Permit File
• Doc Date: 6/1/2007
• Doc Name: Streeter Gulch Ditch, SW Tributary to Streeter & SE Tributary to Street Channel Designs ‎(Permanent)‎
• Section_Exhibit Name: Exhibit 07 Item 14 Appendix Exh7-14E
• Media Type: D
• Archive: Yes

•
SEDCAD 4.0
Copyright ~ 998 Pamela J. Schwab
Civil Software Design
Streeter Gulch Ditch Sta. 55 to 95 : Q=232,9 cfs
Material: Ripran
Left Right
5ideslope Sideslope Slope (%)
o Freeboard Freeboard Freeboard
Depth (ft) % of Depth Mult. x (VxD)
Width
(ft)
Ratio Ratio
15.00 3.0:1 3.0:1 2.0 1.00
Simons/O5M Method -Steep Slope Design
w/o Freeboard w/ Freeboard
Depth: 1.26 ft 2.26 ft
Top Width: 22.56 ft 28.56 ft
Velocity*:
X-Section Area: 23.65 sq ft
Hydraulic Radius:
Froude Number";
Manning's n*: 1.030
_ _- JDmin:
D50: 4.00 in
12.00 in _
_
Dmax: 15.00 in
Velocity and Manning's n calculations may not apply for this method.
----------------- _____--___----....._.-- - --.._. ------- -- Printed 11-05-1998
SEDCAD Utility Run

Exh. 7-14E Revision Date: 7/25/06
18 Revision No.: TR-63