343

Comment:

Weir Link: W-810-808

Scenario: PD&E

From Node: 810

To Node: 808

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 54.29 ft

Control Elevation: 54.29 ft

Cross Section: X-810-808

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: 810

To Node: 812

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 54.37 ft

Control Elevation: 54.37 ft

Cross Section: X-810-812

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-810-812

Comment:

Weir Link: W-811-808

Scenario: PD&E

From Node: 811

To Node: 808

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 424 of 443