Pipe Link: EX-0UpstreamDownstream
Scenario:PD&EInvert:40.70 ftInvert:38.60 ft
From Node:102Manning's N:0.0120Manning's N:0.0120
To Node:113Geometry: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:78.00 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

283

Comment: From Survey

Pipe Link: EX-3_1UpstreamDownstream
Scenario:PD&EInvert:19.22 ftInvert:19.01 ft
From Node:402Manning's N:0.0120Manning's N:0.0120
To Node:407Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:NoneBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:76.00 ftOp Table:Op Table:
FHWA Code:1Ref Node:Ref Node:
Entr Loss Coef:0.50Manning's N:0.0000Manning's N:0.0000
Exit Loss Coef:0.00Top Clip
Bend Loss Coef:0.00Default:0.00 ftDefault:0.00 ft
Bend Location:0.00 decOp Table:Op Table:
Energy Switch:EnergyRef Node:Ref Node:
Manning's N:0.0000Manning's N:0.0000

Comment: From Survey

Pipe Link: EX-3_2UpstreamDownstream
Scenario: PD&EInvert: 19.16 ftInvert: 19.17 ft
From Node: 402Manning's N: 0.0120Manning's N: 0.0120
To Node: 407Geometry: CircularGeometry: Circular
Link Count: 1Max Depth: 2.00 ftMax Depth: 2.00 ft
Flow Direction: NoneBottom Clip
Damping: 0.0000 ftDefault: 0.00 ftDefault: 0.00 ft
Length: 76.00 ftOp Table:Op Table:
FHWA Code: 1Ref Node:Ref Node:

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

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Appendix B. Page 364 of 443