PERMFILE117538

• Permit No: C1981010
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: Approved Spillway Designs
• Section_Exhibit Name: APPENDIX Q SECTION XIX
• Media Type: D
• Archive: No

OAK POND N0. 2
OUTFLOW DESIGN
~P-RAP DESIGN OAK N0.2
DESIGhd CHANNEL
uOTTOM WIDTH FT 10.0% pp
C
nl 1.25
SIDE SLOPE H:V 3.00 _
~
_
~ __ ___ _
~~'° 0.041
CHANNEL SLOPE FT/FT 0.1G0_ ___ _____ _ _
~ ______ _ 62_.4
MANNING'S NUMBER 0.041 p-Rl1P 42°
DEPTH FT 0.770 _ @._~~ '3µ•,~>/__s~o_vswP?5_ __ _5_71
AREA S8. FT. 9.48 __SP~-Z,~F_~CC t?a,M~T~J _ ~P-_.
K ~ __2__.65
WETTED PERIMETER FT 14.87
HYDRAULIC RADIUS = A/P 0.64
O=CFS
VELOCITY FT/SEC
80.67
8.51
CI~~.F--.~2 ~H~'R~N~ '~OTtO~'l ~Mli~a...T/
-~ - X ~ ~ 4.80
n.b=---~~ ^' 0.78_
a'C bG -1) Dso
1.112 oK-

it tir~/'t1e
~" - 0.60
-~I '~.
TPrN L n,Z' t-S~HT]37.896 ~
0.503
11~ = Yl-r I r S\N ~~l+S~ 1
IL z J
5F a ~s5d. + Nt~.a~ 1.215
1L~T~ ~ t S~Nd.CoSa

c~L
~E _uH.Pc~Rw~ F~~ ,L=~
~ -zn~.i \ ~ s ~~3 18.435
0.995
1.179
0.100
0.778
0.690
0_$54
0.453
0.250
TR-67 __ _
II PEVISION APPROVED
i i DATE _~81~ 9.5