253

Comment:

Weir Link: W-308-305

Scenario:ExistingBottom Clip
From Node:308Default:0.00 ft
To Node:305Op 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:33.42 ftDischarge Coefficients
Control Elevation:33.42 ftWeir Default:2.800
Cross Section:X-308-305Weir Table:
Orifice Default:0.600
Orifice Table:

Orifice Table:

Scenario: Existing

From Node: 400 Default: 0.00 ft

To Node: 401 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: 32.65 ft

Control Elevation: 32.65 ft Weir Default: 2.800

Cross Section: X-400-401 Weir Table:

Bottom Clip

Top Clip

Discharge Coefficients

Orifice Default: 0.600

Orifice Table:

Comment:

Weir Link: W-400-401

Comment:

Weir Link: W-401-300

Scenario: Existing Bottom Clip

From Node: 401 Default: 0.00 ft

To Node: 300 Op Table:

Link Count: 1 Ref Node:

Flow Direction: Both

T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72

Top Clip

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Appendix B. Page 334 of 443