256

Comment:

Weir Link: W-402-408

Scenario: Existing

From Node: 402

To Node: 408

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 26.47 ft

Control Elevation: 26.47 ft

Cross Section: X-402-408

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: 403

To Node: 406

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 41.29 ft

Control Elevation: 41.29 ft

Cross Section: X-403-406

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:

Weir Link: W-403-406

Comment:

Weir Link: W-404-400

Scenario: Existing

From Node: 404

To Node: 400

Link Count: 1

Flow Direction: Both

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

Bottom Clip

Default: 0.00 ft

Op Table:

Ref Node:

Top Clip

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Appendix B. Page 337 of 443