Weir Link: W-104-102

Scenario: Existing

From Node: 104

To Node: 102

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Paved Road Vertical

Geometry Type: Irregular

Invert: 51.30 ft

Control Elevation: 51.30 ft

Cross Section: X-104-102

234

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: 104

To Node: 102D

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 51.03 ft

Control Elevation: 51.03 ft

Cross Section: X-104-102D

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: 105

To Node: 110

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 51.27 ft

Control Elevation: 51.27 ft

Cross Section: X-105-110

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-104-102D

Comment:

Weir Link: W-105-110

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Appendix B. Page 315 of 443