313

Comment:

Weir Link: W-200-111

Scenario: PD&E

From Node: 200

To Node: 111

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 52.42 ft

Control Elevation: 52.42 ft

Cross Section: X-200-111

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: 200

To Node: 201

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Paved Road Vertical

Geometry Type: Irregular

Invert: 50.46 ft

Control Elevation: 50.46 ft

Cross Section: X-200-201

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:

Comment:

Weir Link: W-200-201

Comment:

Weir Link: W-200-609

Scenario: PD&E

From Node: 200

To Node: 609

Link Count: 1

Flow Direction: Both

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

Bottom Clip

Default: 0.00 ft

Op Table:

Ref Node:

Top Clip

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Appendix B. Page 394 of 443