2017-01-25_PERMIT FILE - C1981010A ‎(3)‎

• Permit No: C1981010A
• IBM Index Class Name: Permit File
• Doc Date: 1/25/2017
• Doc Name: TEMPORARY DIVERSION DESIGN
• Section_Exhibit Name: APPENDIX Q SECTION XVII
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
r' --ht 1 OOR -91)17 P -1c I
a
w/o Freeboard w/ Freeboard
Hydraulic Radius: 0.166 ft
--------- ----- ----------------------------
Froude Number: 2.27
Structure #3 (Null
Structure #6 (Erodible Channel
Triangular Erodible Channel Inputs:
Material: Coarse gravel noncolloidal
Left Right
Freeboard Freeboard Freeboard
Limiting
Sideslope Sideslope Slope (%) Manning's n
Mult. x
Velocity
Ratio Ratio
Depth (ft) % of Depth (VxD)
(fps)
1.7:1 8.1:1 11.7 0.0250
1.00
6.0
Erodible Channel Results:
Design Discharge:
Depth:
Top Width:
Velocity:
X -Section Area:
Hydraulic Radius:
Froude Number:
w/o Freeboard w/ Freeboard
2.42 cfs
0.30 ft 1.30 ft
2.91ft----12.73ft
-- - 5.63 fps -------------
--------- ----
0.43 sq ft
0.145 ft ---- ------
2.58 -- - -- - - — --
- -- ---- - -- ------------------------------------ ---
Filename: DJ_weightedall.sc4 Printed 10-12-2016