Location_Hydraulics_Report.pdf_sa_U_ved_2ahUKEwi4u9i3keyXAxWIP0QIHcPOOYAQFnoECAMQAQ_usg_AOvVaw0dfsLFoDVkwqmRRpuOfx4W_fexp_122108196,122108195.pdf — PaddleOCR-VL (Baidu) — page 321

207

Weir Comment: Converted to NAVD

Weir Component
Weir:	2	Bottom Clip
Weir Count:	1	Default: 0.00 ft
Weir Flow Direction:	Both	Op Table:
Damping:	0.0000 ft	Ref Node:
Weir Type:	Sharp Crested Vertical	Top Clip
Geometry Type:	Rectangular	Default: 0.00 ft
Invert:	49.27 ft	Op Table:
Control Elevation:	49.27 ft	Ref Node:
Max Depth:	1.38 ft	Discharge Coefficients
Max Width:	8.00 ft	Weir Default: 3.200
Fillet:	0.00 ft	Weir Table:
		Orifice Default: 0.600
		Orifice Table:

Weir Comment: Converted to NAVD

Weir Component
Weir:	3	Bottom Clip
Weir Count:	1	Default: 0.00 ft
Weir Flow Direction:	Both	Op Table:
Damping:	0.0000 ft	Ref Node:
Weir Type:	Horizontal	Top Clip
Geometry Type:	Rectangular	Default: 0.00 ft
Invert:	50.90 ft	Op Table:
Control Elevation:	50.90 ft	Ref Node:
Max Depth:	3.00 ft	Discharge Coefficients
Max Width:	6.58 ft	Weir Default: 3.200
Fillet:	0.00 ft	Weir Table:
		Orifice Default: 0.600
		Orifice Table:

Orifice Table:

Weir Comment: Converted to NAVD

Drop Structure Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD

Pipe Link: Citrus Pond Pipes

Invert:	46.20 ft	Invert:	45.90 ft
Manning's N:	0.0120	Manning's N:	0.0120
Geometry: Circular		Geometry: Circular
Max Depth:	2.00 ft	Max Depth:	2.00 ft
Bottom Clip
Default:	0.00 ft	Default:	0.00 ft
Op Table:		Op Table:
Ref Node:		Ref Node:
Manning's N:	0.0000	Manning's N:	0.0000

Scenario: Existing

Citrus Pond 1

From Node:

Citrus Pond 2

To Node:

Link Count: 2

Flow Direction: Both

Damping: 0.0000 ft

Length: 60.00 ft

FHWA Code: 5

Entr Loss Coef: 0.50

Exit Loss Coef: 1.00

Upstream

Downstream

Top Clip