332

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 44.92 ft

Control Elevation: 44.92 ft

Cross Section: X-502-406

Weir Link: W-502-501

Scenario: PD&E

From Node: 502

To Node: 501

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 43.48 ft

Control Elevation: 43.48 ft

Cross Section: X-502-501

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: 503

To Node: 609

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 50.00 ft

Control Elevation: 50.00 ft

Cross Section: X-503-609

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-503-609

Comment:

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

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Appendix B. Page 413 of 443