Input Report
Pipe Link: P-606-603UpstreamDownstream
Scenario:PD&EInvert:52.21 ftInvert:52.02 ft
From Node:606Manning's N:0.0220Manning's N:0.0220
To Node:603Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.00 ftMax Depth:2.00 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:57.00 ftOp Table:Op Table:
FHWA Code:0Ref Node:Ref Node:
Entr Loss Coef:0.70Manning'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:
Comment:Manning's N:0.0000Manning's N:0.0000
296
Comment:
Pipe Link: P-606-604UpstreamDownstream
Scenario:PD&EInvert:54.09 ftInvert:53.98 ft
From Node:606Manning's N:0.0120Manning's N:0.0120
To Node:604Geometry: CircularGeometry: Circular
Link Count:1Max Depth:2.50 ftMax Depth:2.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:66.10 ftOp Table:Op Table:
FHWA Code:2Ref 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
Pipe Link: P-606-811
Upstream Downstream
Invert: 51.49 ft Invert: 51.58 ft
Scenario: PD&E
Manning's N: 0.0220 Manning's N: 0.0220
From Node: 606
Geometry: Circular Geometry: Circular
To Node: 811
Max Depth: 2.00 ft Max Depth: 2.00 ft
Link Count: 1
Flow Direction: Both
Bottom Clip
Default: 0.00 ft Default: 0.00 ft
Damping: 0.0000 ft
Op Table: Op Table:
Length: 55.23 ft
Ref Node: Ref Node:
FHWA Code: 5
Manning's N: 0.0000 Manning's N: 0.0000
Entr Loss Coef: 0.70 Exit Loss Coef: 0.00
Top Clip
Exit Loss Coef: 0.00
Comment: Pipe length and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Top Clip
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Appendix B. Page 377 of 443