257

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

nvert: 40.75 ft

Control Elevation: 40.75 ft

Cross Section: X-404-400

Weir Link: W-406-402

Scenario: Existing

From Node: 406

To Node: 402

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 24.44 ft

Control Elevation: 24.44 ft

Cross Section: X-406-402

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:

Scenario: Existing

From Node: 407

To Node: 305

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 19.67 ft

Control Elevation: 19.67 ft

Cross Section: X-407-305

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-407-305

Comment:

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

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Appendix B. Page 338 of 443