305

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 56.47 ft

Control Elevation: 56.47 ft

Cross Section: X-103-101

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-103-105

Scenario: PD&E

From Node: 103

To Node: 105

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Paved Road Vertical

Geometry Type: Irregular

Invert: 54.43 ft

Control Elevation: 54.43 ft

Cross Section: X-103-105

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: 103

To Node: TW-West

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 54.51 ft

Control Elevation: 54.51 ft

Cross Section: X-103-TW-West

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-103-TW-West

Comment:

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

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Appendix B. Page 386 of 443