Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:42.00 ftOp Table:Op Table:
FHWA Code:5Ref 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:
Manning's N:0.0000Manning's N:0.0000

293

Comment: From Survey; Existing Side Drain

Pipe Link: P-403UpstreamDownstream
Scenario:PD&EInvert:39.75 ftInvert:39.37 ft
From Node:403Manning's N:0.0120Manning's N:0.0120
To Node:406Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:35.90 ftOp Table:Op Table:
FHWA Code:1Ref 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:
Manning's N:0.0000Manning's N:0.0000

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

Pipe Link: P-409-PEACEUpstreamDownstream
Scenario:PD&EInvert:20.58 ftInvert:20.09 ft
From Node:409Manning's N:0.0100Manning's N:0.0100
To Node:Peace River1Geometry: CircularGeometry: Circular
Link Count:1Max Depth:1.50 ftMax Depth:1.50 ft
Flow Direction:BothBottom Clip
Damping:0.0000 ftDefault:0.00 ftDefault:0.00 ft
Length:40.10 ftOp Table:Op Table:
FHWA Code:5Ref 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:
Manning's N:0.0000Manning's N:0.0000