229

Manning's N: 0.0000 Manning's N: 0.0000

Comment: Pipe Size from SWFWMD Permit 11050.010; Inverts assumed

Weir Link: W-100-111

Scenario: Existing

From Node: 100 Default: 0.00 ft

To Node: 111 Op Table:

_ink Count: 1 Ref Node:

Flow Direction: Both

Damping: 0.0000 ft Default: 0.00 ft

Weir Type: Broad Crested Vertical Op Table:

Geometry Type: Irregular

Invert: 54.43 ft

Control Elevation: 54.43 ft

Cross Section: X-100-111

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Ref Node:

Discharge Coefficients

Weir Default: 2.800

Weir Table:

Orifice Default: 0.600

Orifice Table:

Scenario: Existing Bottom Clip

From Node: 100 Default: 0.00 ft

To Node: Citrus Outfall Op Table:

Link Count: 1 Ref Node:

Flow Direction: Both

Damping: 0.0000 ft Default: 0.00 ft

Weir Type: Broad Crested Vertical Op Table:

Geometry Type: Irregular Ref Node:

Invert: 54.63 ft

Control Elevation: 54.63 ft Weir Default: 2.800

Cross Section: X-100-Citrus Outfall Weir Table:

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Discharge Coefficients

Orifice Default: 0.600

Orifice Table:

Comment:

Weir Link: W-100-Citrus Outfall

Comment:

Weir Link: W-101-104

Scenario: Existing

From Node: 101 Default: 0.00 ft

To Node: 104 Op Table:

Link Count: 1

Flow Direction: Both

Damping: 0.0000 ft Default: 0.00 ft

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

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Appendix B. Page 310 of 443