265

Comment:

Weir Link: W-607-603

Scenario: ExistingBottom Clip
From Node: 607Default: 0.00 ft
To Node: 603Op 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: 52.27 ftDischarge Coefficients
Control Elevation: 52.27 ftWeir Default: 2.800
Cross Section: X-607-603Weir Table:
Orifice Default: 0.600

Orifice Table:

Scenario: Existing

From Node: 608 Default: 0.00 ft

To Node: 606 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: 54.92 ft

Control Elevation: 54.92 ft Weir Default: 2.800

Cross Section: X-608-606 Weir Table:

Bottom Clip

Top Clip

Discharge Coefficients

Orifice Default: 0.600

Orifice Table:

Comment:

Weir Link: W-608-606

Comment:

Weir Link: W-608-819

Scenario: Existing Bottom Clip

From Node: 608 Default: 0.00 ft

To Node: 819 Op Table:

Link Count: 1 Ref Node:

Flow Direction: Both

Top Clip