Input Report
Weir Link: W-402-302
Scenario:ExistingBottom Clip
From Node:402Default: 0.00 ft
To Node:302Op 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:20.12 ftDischarge Coefficients
Control Elevation:20.12 ftWeir Default: 2.800
Cross Section:X-402-302Weir Table:
Orifice Default: 0.600 Orifice Table:
255
Orifice Table:
Scenario: Existing
From Node: 402 Default: 0.00 ft
To Node: 305 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: 23.03 ft
Control Elevation: 23.03 ft Weir Default: 2.800
Cross Section: X-402-305 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-402-305
Comment: SR 72 overtopping weir at EX-3
Weir Link: W-402-407
Scenario: Existing
From Node: 402 Default: 0.00 ft
To Node: 407 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: 24.66 ft Weir Default: 2.800
Cross Section: X-402-407 Weir Table:
Bottom Clip
Top Clip
Ref Node:
[F25]
[F7]
[F22]
Orifice Default: 0.600