Pipe Link: P-606-603UpstreamDownstream
Scenario:ExistingInvert: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

224

Comment:

Pipe Link: P-606-604UpstreamDownstream
Scenario:ExistingInvert: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: Existing

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

Exit Loss Coef: 0.00

Comment: Pipe length and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated

Top Clip

5/16/2023 17:34