247

Comment:

Weir Link: W-206-205

Scenario:ExistingBottom Clip
From Node:206Default: 0.00 ft
To Node:205Op 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:49.15 ftDischarge Coefficients
Control Elevation:49.15 ftWeir Default: 2.800
Cross Section:X-206-205Weir Table:
Orifice Default: 0.600
Orifice Table:

Orifice Table:

Scenario: Existing

From Node: 207 Default: 0.00 ft

To Node: 113 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: 50.67 ft

Control Elevation: 50.67 ft Weir Default: 2.800

Cross Section: X-207-113

Bottom Clip

Top Clip

Discharge Coefficients

Weir Table:

Orifice Default: 0.600

Orifice Table:

Comment:

Weir Link: W-207-113

Comment:

Weir Link: W-207-206

Scenario: Existing Bottom Clip

From Node: 207 Default: 0.00 ft

To Node: 206 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 328 of 443