Weir Link: W-181-TW-South

Scenario: PD&E

From Node: 181

To Node: TW-south

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 55.39 ft

Control Elevation: 55.39 ft

Cross Section: X-181-TW

312

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: 198

To Node: 199

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 51.67 ft

Control Elevation: 51.67 ft

Cross Section: X-198-199

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: 198

To Node: Peace River1

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 52.90 ft

Control Elevation: 52.90 ft

Cross Section: X-198-Peace River1

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

Comment:

Weir Link: W-198-199

Comment:

Weir Link: W-198-Peace River1

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

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Appendix B. Page 393 of 443