254

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 19.69 ft

Control Elevation: 19.69 ft

Cross Section: X-401-300

Weir Link: W-401-302

Scenario: Existing

From Node: 401

To Node: 302

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 20.38 ft

Control Elevation: 20.38 ft

Cross Section: X-401-302

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: 401

To Node: 402

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 20.15 ft

Control Elevation: 20.15 ft

Cross Section: X-401-402

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:

Default: 0.00 ft

Op Table:

Ref Node:

Discharge Coefficients

Weir Default: 2.800

Weir Table:

Orifice Default: 0.600

Orifice Table:

Comment:

Comment:

Weir Link: W-401-402

Comment:

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

5/16/2023 17:34

Appendix B. Page 335 of 443