Input Report
274
Orifice Table:
Comment:
Weir Link: W-815-809
Scenario:ExistingBottom Clip
From Node:815Default: 0.00 ft
To Node:809Op 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:54.33 ftDischarge Coefficients
Control Elevation:54.33 ftWeir Default: 2.800
Cross Section:X-815-809Weir Table:
Orifice Default: 0.600
Orifice Table:
Orifice Table:
Scenario: Existing
From Node: 816 Default: 0.00 ft
To Node: 106 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: 54.51 ft
Control Elevation: 54.51 ft Weir Default: 2.800
Cross Section: X-816-106 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-816-106
Comment:
Weir Link: W-816-806
Scenario: Existing Bottom Clip
From Node: 816 Default: 0.00 ft
To Node: 806 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Top Clip