338

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 55.47 ft

Control Elevation: 55.47 ft

Cross Section: X-608-819

Weir Link: W-609-601

Scenario: PD&E

From Node: 609

To Node: 601

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 49.41 ft

Control Elevation: 49.41 ft

Cross Section: X-609-601

Bottom Clip

Default: 0.00 ft

Op Table:

Ref Node:

Top Clip

Default: 0.00 ft

Op Table:

Ref Node:

Discharge Coefficients

Weir Default: 2.800

Weir Table:

Orifice Default: 0.600

Orifice Table:

Scenario: PD&E

From Node: 801

To Node: 803

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 52.79 ft

Control Elevation: 52.79 ft

Cross Section: X-801-803

Bottom Clip

Default: 0.00 ft

Op Table:

Ref Node:

Top Clip

Default: 0.00 ft

Op Table:

Ref Node:

Discharge Coefficients

Weir Default: 2.800

Weir Table:

Orifice Default: 0.600

Orifice Table:

Default: 0.00 ft

Op Table:

Ref Node:

Discharge Coefficients

Weir Default: 2.800

Weir Table:

Orifice Default: 0.600

Orifice Table:

Comment:

Comment:

Weir Link: W-801-803

Comment:

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

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Appendix B. Page 419 of 443