Weir Link: W-112-PEACE

Scenario: Existing

From Node: 112

To Node: Peace River1

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 37.61 ft

Control Elevation: 44.00 ft

Cross Section: X-112-PEACE

237

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: Control elevation set at Wetland average elev

Weir Link: W-113-112

Scenario: Existing

From Node: 113

To Node: 112

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 49.68 ft

Control Elevation: 49.68 ft

Cross Section: X-113-112

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: Existing

From Node: 114

To Node: 113

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 52.10 ft

Control Elevation: 52.10 ft

Cross Section: X-114-113

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-114-113

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

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Appendix B. Page 318 of 443