230

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 53.43 ft

Control Elevation: 53.43 ft

Cross Section: X-101-104

Weir Link: W-102-102A

Scenario: Existing

From Node: 102

To Node: 102A

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-102-102A

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: Existing

From Node: 102A

To Node: 207

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 50.05 ft

Control Elevation: 50.05 ft

Cross Section: X-102A-207

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:

Op Table:

Ref Node:

Discharge Coefficients

Weir Default: 2.800

Weir Table:

Orifice Default: 0.600

Orifice Table:

Comment:

Comment:

Weir Link: W-102A-207

Comment:

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

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Appendix B. Page 311 of 443