244

Comment:

Weir Link: W-203-308

Scenario: Existing

From Node: 203

To Node: 308

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 37.75 ft

Control Elevation: 37.75 ft

Cross Section: X-203-308

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: 204

To Node: 202

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft

Weir Type: Broad Crested Vertical

Geometry Type: Irregular

Invert: 43.50 ft

Control Elevation: 43.50 ft

Cross Section: X-204-202

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-204-202

Comment:

Weir Link: W-204-209

Scenario: Existing

From Node: 204

To Node: 209

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 325 of 443