304

Comment:

Weir Link: W-102D-102

Scenario: PD&E

From Node: 102D

To Node: 102

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 49.42 ft

Control Elevation: 49.42 ft

Cross Section: X-102D-102

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: 102D

To Node: 102C

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 50.37 ft

Control Elevation: 50.37 ft

Cross Section: X-102D-102C

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-102D-102C

Comment:

Weir Link: W-103-101

Scenario: PD&E

From Node: 103

To Node: 101

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 385 of 443