Input Report
308
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 54.20 ft
Control Elevation: 54.20 ft
Cross Section: X-107-TW
Weir Link: W-110-Citrus Outfall
Scenario: PD&E
From Node: 110
To Node: Citrus Outfall
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 50.16 ft
Control Elevation: 50.16 ft
Cross Section: X-110-Citrus Outfall
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: PD&E
From Node: 111
To Node: 104
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.43 ft
Control Elevation: 52.43 ft
Cross Section: X-111-104
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-111-104
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
5/16/2023 17:34
Appendix B. Page 389 of 443