2008-09-03_PERMIT FILE - M2008006 ‎(2)‎

• Permit No: M2008006
• IBM Index Class Name: PERMIT FILE
• Doc Date: 9/3/2008
• Doc Name: Final Drainage Plan and Report
• From: Applegate Group, Inc.
• To: DRMS
• Email Name: PSH
• Media Type: D
• Archive: No

CULVERT STAGE-DISCHARGE SIZING (INLET vs. OUTLET CONTROL WITH TAILWATER EFFE
Project: Blue cells are for the user to enter data into
Basin ID: Green cells are calculated values, filled from the macro code
arm cUhMdX-6.R T _hnrzz.-dnn
D
I ! F?9
Cmrrgrt V.uN
-------------------- ii
e
d
SIT. Ss
Design Information (Input): sadmr'
Circular Culvert: Barrel Diameter in Inches D=J 36.00 inches
Inlet Edge Type (choose from pull-down list) Grooved End Projection
OR: OR:
Box Culvert: Barrel Height (Rise) in Feet Height (Rise) = ft.
Barrel Width (Span) in Feet Width (Span) = ft.
Inlet Edge Type (choose from pull-down list) 1 : 1 Bevel w/ Headwall
Number of Barrels No = 1
Inlet Elevation at Culvert Invert Inlet Elev = 4789.8 ft. elev.
Outlet Elevation at Culvert Invert OR Slope of Culvert (ft v./ft h.) Outlet Elev = 4787.8 ft. elev.
Culvert Length in Feet L = 100.00 ft.
Manning's Roughness n = 0.0130
Bend Loss Coefficient Kb = 0.00
Exit Loss Coefficient K, = 1.00
Design Information (calculated):
Entrance Loss Coefficient
Friction Loss Coefficient
Sum of All Loss Coefficients
Orifice Inlet Condition Coefficient
Minimum Energy Condition Coefficient
Calculations of Culvert Ca aci out ut :

1
1

UD-Culvert v2.00b, Culvert
Ka = 0.00 4
Kf = I 0.00 R
Ks 0.00
Cd = 0.00
KE1_ 0.0000 I
Water Surface
Elevation

(ft., linked) Tailwater
Surface
Elevation
ft
_(inp if known)- Culvert
Inlet-Control
Flowrate
cfs
(output) Culvert
Outlet-Control
Flowrate
cfs
(output Controlling
Culvert
Flowrate
cfs
(output]---- Inlet
Equation
Used:

(output)
4789.80 0.00 0.00 0.00 No flow (WS < inlet)
4790.10 0.37 14.00 0.37 min. energy equation
4790.40 2.27 19.03 2.27 min. energy equation
4790.70 6.00 24.71 6.00 min. energy equation
4791.00 10.08 29.33 10.08 min. energy equation
4791.30 15.26 33.34 15.26 min. energy equation
4791.60 16.52 37.26 16.52 regression equation
4791.90 21.49 41.19 21.49 regression equation
4792.20 27.08 44.20 27.08 regression equation
4792.50 33.03 47.80 33.03 regression equation
4792.80 38.92 50.46 38.92 regression equation
4793.10 44.46 53.64 44.46 regression equation
4793.40 49.54 56.07 49.54 regression equation
4793.70 54.20 58.94 54.20 regression equation
4794.00 58.47 61.21 58.47 regression equation
4794.30 62.42 63.85 62.42 regression equation
4794.60 66.11 66.39 66.11 regression equation
4794.90 69.59 68.45 68.45 regression equation
4795.20 72.87 70.83 70.83 regression equation
4795.50 76.01 73.13 73.13 regression equation
4795.80 79.01 75.05 75.05 regression equation
4796.10 81.90 77.22 77.22 regression equation
4796.40 84.68 79.33 79.33 regression equation
4796.70 87.38 81.39 81.39 regression equation
4797.00 90.00 83.16 83.16 regression equation
4797.30 92.56 85.13 85.13 regression equation
4797.60 95.04 87.05 87.05 regression equation
4797.90 97.48 88.93 88.93 regression equation
4798.20 99.85 90.77 90.77 regression equation
4798.50 102.18 92.40 92.40 regression equation
Processing -lime: seconds
12118/2007, 12:56 PM