307

Comment:

Weir Link: W-106-105

Scenario: PD&E

From Node: 106

To Node: 105

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 53.75 ft

Control Elevation: 53.75 ft

Cross Section: X-106-105

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: 107

To Node: 106

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 54.14 ft

Control Elevation: 54.14 ft

Cross Section: X-107-106

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-107-106

Comment:

Weir Link: W-107-TW-West

Scenario: PD&E

From Node: 107

To Node: TW-West

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 388 of 443