301
Manning's N: 0.0000 Manning's N: 0.0000
Comment: Pipe Size from SWFWMD Permit 11050.010; Inverts assumed
Scenario: PD&E
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
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
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:
Bottom Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
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
Bottom Clip