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

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Max Depth: 1.38 ft		Discharge Coefficients
Max Width: 8.00 ft		Weir Default: 3.200
Fillet: 0.00 ft		Weir Table: 0.600
		Orifice Default: 0.600
		Orifice Table: 0.600
Weir Comment: Converted to NAVD
Weir Component
Weir:	3	Bottom Clip
Weir Count:	1	Default:	0.00 ft
Weir Flow Direction:	Both	Op Table: 0.00 ft
Damping:	0.0000 ft	Ref Node: 0.00 ft
Weir Type:	Horizontal	Top Clip 0.00 ft
Geometry Type:	Rectangular Invert: 50.90 ft	Default: 0.00 ft
Control Elevation:	50.90 ft	Op Table: 0.00 ft
Max Depth:	3.00 ft	Ref Node: 0.00 ft
Max Width:	6.58 ft	Discharge Coefficients 3.200
Fillet:	0.00 ft	Weir Default: 0.600
		Orifice Default: 0.600
		Orifice Table: 0.600
Weir Comment: Converted to NAVD

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

Scenario:	PD&E	Invert:	46.20 ft	Invert:	45.90 ft
Joe Link: Citrus Pond Pipes		Upstream		Downstream
	From Node:	Citrus Pond 1	Manning's N:	0.0120	Manning's N:
	To Node:	Citrus Pond 2	Geometry: Circular		Geometry: Circular
	Link Count:	2	Max Depth:	2.00 ft	Max Depth:
Flow Direction:	Both			Bottom Clip
	Damping:	0.0000 ft	Default:	0.00 ft	Default:
	Length:	60.00 ft	Op Table:		Op Table:
	FHWA Code:	5	Ref Node:		Ref Node:
	Entr Loss Coef:	0.50	Manning's N:	0.0000	Manning's N:
	Exit Loss Coef:	1.00		Top Clip
Bend Loss Coef:	0.00		Default:	0.00 ft	Default:
Bend Location:	0.00 dec		Op Table:		Op Table:
Energy Switch:	Energy		Ref Node:		Ref Node:
			Manning's N:	0.0000	Manning's N:
					0.0000

Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD

Pipe Link: Citrus Pond Pipes NEW Upstream Downstream

Scenario: PD&E Invert: 46.20 ft Invert: 45.90 ft