262

Comment:

Weir Link: W-602-600

Scenario:ExistingBottom Clip
From Node:602Default:0.00 ft
To Node:600Op 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:51.59 ftDischarge Coefficients
Control Elevation:51.59 ftWeir Default:2.800
Cross Section:X-602-600Weir Table:
Orifice Default:0.600
Orifice Table:

Orifice Table:

Scenario: Existing

From Node: 603 Default: 0.00 ft

To Node: 600 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: 51.61 ft

Control Elevation: 51.61 ft Weir Default: 2.800

Cross Section: X-603-600 Weir Table:

Bottom Clip

Top Clip

Discharge Coefficients

Orifice Default: 0.600

Orifice Table:

Comment:

Weir Link: W-603-600

Comment:

Weir Link: W-603-602

Scenario: Existing Bottom Clip

From Node: 603 Default: 0.00 ft

To Node: 602 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 343 of 443