Input Report
Weir Link: W-600-601
Scenario:PD&EBottom Clip
From Node:600Default:0.00 ft
To Node:601Op 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:48.68 ftDischarge Coefficients
Control Elevation:48.68 ftWeir Default:2.800
Cross Section:X-600-601Weir Table:
Orifice Default:0.600
Orifice Table:
333
Orifice Table:
Scenario: PD&E
From Node: 600 Default: 0.00 ft
To Node: 609 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 50.45 ft
Control Elevation: 50.45 ft Weir Default: 2.800
Cross Section: X-600-609 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 601 Default: 0.00 ft
To Node: 503 Op Table:
link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular
Control Elevation: 50.72 ft Weir Default: 2.800
Cross Section: X-601-503 Weir Table:
Bottom Clip
Top Clip
Ref Node:
[F4]
[F23]
[F22]
Orifice Default: 0.600
Comment:
Weir Link: W-600-609
Comment:
Weir Link: W-601-503