277

Comment:

Weir Link: W-Citrus Outfall-104

Scenario:ExistingBottom Clip
From Node:Citrus OutfallDefault:0.00 ft
To Node:104Op Table:
Link Count:1Ref Node:
Flow Direction:BothTop Clip
Damping:0.0000 ftDefault:0.00 ft
Weir Type:Broad Crested VerticalOp Table:
Geometry Type:IrregularRef Node:
Invert:50.16 ftDischarge Coefficients
Control Elevation:50.16 ftWeir Default:2.800
Cross Section:X-Citrus Outfall-104Weir Table:
Orifice Default:0.600

Orifice Table:

Comment:

Line Link: CD-1UpstreamDownstream
Scenario:PD&EInvert:28.90 ftInvert:28.50 ft
From Node:202Manning's N:0.0120Manning's N:0.0120
To Node:208Geometry:RectangularGeometry:Rectangular
Link Count:1Max Depth:8.00 ftMax Depth:8.00 ft
Flow Direction:BothMax Width:8.00 ftMax Width:8.00 ft
Damping:0.0000 ftFillet:0.00 ftFillet:0.00 ft
Length:85.00 ftBottom Clip
FHWA Code:11Default:0.00 ftDefault:0.00 ft
Entr Loss Coef:0.50Op Table:Op Table:
Exit Loss Coef:0.00Ref Node:Ref Node:
Bend Loss Coef:0.00Manning's N:0.0000Manning's N:0.0000
Bend Location:0.00 decTop Clip
Energy Switch:EnergyDefault:0.00 ftDefault:0.00 ft
Op Table:Op Table:
Ref Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000

Manning's N: 0.0000 Manning's N: 0.0000

Comment:

Pipe Link: CD-2UpstreamDownstream
Scenario: PD&EInvert: 17.63 ftInvert: 17.80 ft
From Node: 302Manning's N: 0.0120Manning's N: 0.0120

T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72

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Appendix B. Page 358 of 443