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INLET - CALCULATIONS
,'oject Number:
roject Name: .
alculations by:
w04.0266
Stake In Shake
jolb
5/24/04
Company: Weihe Engineers Inc.
I fet Capacity
Neenah R-3286-8v
II 0 0
(Single) 0.1 0.459163
0.2 1.298708
0.3 1.84609
II
.Iine 'South Outlot'
.1
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-..... Descriptior Q= . Sx T S S n Depth Inlet # Drain Area Inlet Cap Remarks
.. Minimum FtlFt Feet FtlFt FtlFt inch cfs Single Req'd
.1 Q=CIA
.~
.. 1 Inlet 0 0 0 0 0 0.016 0.194 R-3286-8v 1.25 Single
.1 2 Inlet 0 0 0 0 0 0.016 0.21 R-3286-8v 1.31 Single
II 3 Inlet 0 0 0 0 0 0.016 0.115 R-3286-8v 0.42 Single
4 Inlet 0 0 0 0 0 0.016 o 0.13 R-3286-8v 0.71 Single
5 -:- Inlet 0 0 0 0 0 0.016 0.115 R-3286-8v 0.59 Single
II 6 Jnlet 0 0 0 0, 0 0.016 0.122 R-3286-8v 0.65 Single
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CASTING CAPACITIES
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Project Number: w04.0266 5/24/04
Project Name: Stake In Shake
Calculations by: jo'b I
Company: Weihe Engineers Inc.
Neenah R-3286-v
Casting Area = 0.7 Sq .F t.
, Casting Weir = 4.4 Ft.
Orifice Flow Q= ca(2gh)^1/2
where:
C= 0.6
Height Q
0 0
0.1 1.065841
0.2 1.507326
0.3 1 .84609
0.4 2.131681
0.5 2.383292
0.6 2.610765
0.7 2.819949
0.8 3.014652
0.9 3.197522
1 3.370484
Weir Flow Q= CLH^3/2
where:
c= 3.3
Height Q
0 0
0.1 0.459163
0.2 1.298708
-- 0.3 2.385879
0.4 3.673302
0.5 5.133595
0.6 6.748286
0.7 8.503813
0.8 10.38967
I 0.9, 12.39739
J 1 14.52
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Less
Restrictive
Summary Height Orifice Weir Capacity Capacity
0 0 0 0 0
0.1 1.065841 0.459163 1.525003 0.459163
0.2 1 .507326 1 .298708 2.806034 1.298708
0.3 1.84609 2.385879 4.231969 1.84609
0.4 2.131681 3.673302 5.804983 2. 1 31 681
0.5 2.383292 5.133595 7.516887 2.383292
0.6 2.610765 6.748286 9-.359052 2.610765
0.7 2.819949 8.503813 11 .32376 2.819949
0.8 3.014652 10.38967 13.40432 3.014652
0.9 3.197522 12~39739 15.59491 3.197522
1 3.370484 14.52 17.89048 3.370484
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,INE A ZONE X
(,. .
LEGEND
SPECIAL FLOOD HAZARD AREAS INUNDATED
BY 100-YEAR FLOOD
86003' 45 II
39056' 1511
ZONE A
ZONE AE
ZONEAH
ZONE AO
ZONE A99
ZONE V
ZONE VE
No base flood elevations determined. .
Base flood elevations determined.
Flood depths of 1 to 3 feet (usually areas of
ponding); base flood elevations determined.
Flood depths of 1 to ,3 feet (usually sheet
flow on sloping terrain); average depths ~
determined. For areas of alluvial fan flooding,
velocities also determined. '
To be protected from 100-year flood by
Federal flood protection system under con-
struction; no' base flood elevations deter-
mined.
Coastal flood with velocity hazard (wave
action); no base flood elevations det~rmined.
Coastal flood with velocity hazard (wave
action); base flood elevations determined~
FLOODWAY AREAS IN ZONE AE
ZONE X
OTHER FLOOD AREAS
OTHER AREAS
ZONE X
ZONE D
Areas of SOO-year flood; areas of 100-year
flood with average depths of less than 1 foot
or with drainage areas less than 1 square mile;
and areas protected by levees from 100-year
flood.
Areas determined to be outside SOO-year
floodplain.
Areas in which flood hazards are undeter-
mined, but possible.
UNDEVELOPED COASTAL BARRIERS*
HIGHGATE
CIR
~
Identified
1983
CEDAR
COVE LN
t,,":,,~
Identified
1990 or Later
~~~~.
Otherwise
Protected. Areas
Identified'
1991 or Later
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