2010-04-26_PERMIT FILE - C1980007A ‎(11)‎

• Permit No: C1980007A
• IBM Index Class Name: Permit File
• Doc Date: 4/26/2010
• Doc Name: SEDCAD Model Output
• Section_Exhibit Name: Exhibit 82 Appendix F
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
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46
5tructure #6 ( Riprap Channel
U .. ,
Triangular Riprap Channel Inputs:
Material: Riprap
Left Right
w/o Freeboard w/ Freeboard -
X- Section Area:
1.06 sq ft
Hydraulic Radius:
0.326 ft
Froude Number:
2.09
Manning's n:
0.0550
Dmin:
3.00 in
D50:
6.00 in
Dmax:
9.00 in
5tructure #6 ( Riprap Channel
U .. ,
Triangular Riprap Channel Inputs:
Material: Riprap
Left Right
Freeboard Freeboard Freeboard
Sideslope Sideslope Slope ( %)
Mult x
Ratio Ratio
Depth (ft) % of Depth (VxD)
2.0:1 2.0:1 44.0
0.30
Riprap Channel Results:
PADER Method - Steep Slope Design
is
•
Structure #5 (Culvert1
CRPE -2
Culvert Inputs:
is
Filename: Old RPE and New RPE Pile.sc4 Printed 04 -15 -2010
w/o Freeboard w/ Freeboard
Design Discharge:
0.09 cfs
Depth:
0.13 ft 0.43 ft
Top Width:
0.52 ft 1.72 ft
Velocity:
2.56 fps
X- Section Area:
0.03 sq ft
Hydraulic Radius:
0.058 ft
Froude Number:
1.77
Manning's n:
0.0580
Dmin:
1.00 in
D50:
1.50 in
Dmax:
3.00 in
Structure #5 (Culvert1
CRPE -2
Culvert Inputs:
is
Filename: Old RPE and New RPE Pile.sc4 Printed 04 -15 -2010