2007-06-01_PERMIT FILE - C1981019A ‎(9)‎

• Permit No: C1981019A
• IBM Index Class Name: Permit File
• Doc Date: 6/1/2007
• Doc Name: Section 16 Fill Ditch, Final East Pit Ditch & Prospect Ditch Channel Designs ‎(Permanent)‎
• Section_Exhibit Name: Exhibit 07 Item 14 Appendix Exh7-14D
• Media Type: D
• Archive: Yes

SEDCAD 4.d
_GOpynght 1998-Pamela J-Schwab
civil 5onw2re Design
Final East Pi# Di#ch Sta, 0 #0 56. Q=102.4
Material: Riprap
Bottom Left Righi ! Freeboard Freeboard Freeboard
Width (tt) Sideslope 5idaslope Slopa {%) ~ Depth (ft} %. of Depth Mutt. z (VxD}
Ratio Ratio
10.00 3.0:1 3.0:1 31.0 1.00
Simons/OSM Method -Steep Slope Design
wlo Freeboard w/ Freeboard
_.__
Depth: 0.36 ft 1.36 ft
Top Width: 12.15 ft t 8.15 ft
_
.
_
-
.
-
Velocity': ....
_
--_~~._...._---
_.
_
--
---
X-Section Area:
~ 3:97 sq ft
v _
~ ~
f-{ydraulic Radius: 0.323
~
F-
I Fronde Number`: J
--.__.- -
Manning's n':
_____ _,_.__.__._

_._e-_-- ___--
Dmfin:
~- --_--------- 7_+50 in
..____...._.__,.____-___~.__e__e_._.
t D50: 21.00 in
Drnax: 26:25 in
Velocity and Manning's n calculations may not apply for this method.
C7
u
SEDCAD UriliiyRun
1
Printed 09-17-1998
Exh. 7-14D Revision Date: 7/25/06
15 Revision No. TR-63