2008-12-04_PERMIT FILE - C1994082 ‎(34)‎

• Permit No: C1994082
• IBM Index Class Name: Permit File
• Doc Date: 12/4/2008
• Doc Name: Part II Pond 014 As-Built Report ‎(October 2001)‎
• Section_Exhibit Name: Tab 13 Attachment 13-17.2
• Media Type: D
• Archive: No

SEDCAD 4.0
Copyright 1998 Pamela J. SUvrdb
Civil Sollware Design
POND 14 AS-BUILT SPILLWAY
Material: Riprap
Trapezoidal Channel
Bottom Left Right Freeboard Freeboard Freeboard
Sideslope Sideslope Slope (%)
Width (ft) R
ti
ti
R Mult. x
Depth (R) % of Depth
a
o
a
o (VxD)
20.00 3.0:1 3.0:1 25.0
Simons/OSM Method -Steep Slope Design
I ~
LJ
•
w/o Freeboard w/ Freeboard
Design Discharge: 84.00 ds
Depth: 0.24 R
Tap Width: 21.41 R
Velocity':
X-Section Area: 4.88 sq R
Hydraulic Radius: 0.227
Froude Number':
Manning's n':
Dmin: 4.00 in
D50: 12.00 in
Dmax: 15.00 in
Velocity and Manning's n calculations may not apply for this method.
SEDCAD Utility Run Printed 70-17-2 001