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

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Pipe Link: P-100		Upstream			Downstream
Scenario:	PD&E	Invert:	52.80 ft		Invert:	49.80 ft
From Node:	100	Manning's N:	0.0120		Manning's N:	0.0120
To Node:	Citrus Outfall	Geometry:	Circular		Geometry:	Circular
Link Count:	1	Max Depth:	1.25 ft		Max Depth:	1.25 ft
Flow Direction:	Both			Bottom Clip
Damping:	0.0000 ft	Default:	0.00 ft		Default:	0.00 ft
Length:	70.00 ft	Op Table:			Op Table:
FHWA Code:	6	Ref Node:			Ref Node:
Entr Loss Coef:	0.20	Manning's N:	0.0000		Manning's N:	0.0000
Exit Loss Coef:	1.00			Top Clip
Bend Loss Coef:	0.00	Default:	0.00 ft		Default:	0.00 ft
Bend Location:	0.00 dec	Op Table:			Op Table:
Energy Switch:	Energy	Ref Node:			Ref Node:
Comment: Pipe Size Estimated; Inverts estimated from DEM		Manning's N:	0.0000		Manning's N:	0.0000

Pipe Link: P-101-104		Upstream			Downstream
Scenario:	PD&E	Invert:	50.30 ft	Invert:	50.20 ft
From Node:	101	Manning's N:	0.0220	Manning's N:	0.0220
To Node:	104	Geometry:	Circular	Geometry:	Circular
Link Count:	1	Max Depth:	1.50 ft	Max Depth:	1.50 ft
Flow Direction:	Both			Bottom Clip
Damping:	0.0000 ft	Default:	0.00 ft	Default:	0.00 ft
Length:	70.00 ft	Op Table:		Op Table:
FHWA Code:	5	Ref Node:		Ref Node:
Entr Loss Coef:	0.70	Manning's N:	0.0000	Manning's N:	0.0000
Exit Loss Coef:	0.00			Top Clip
Bend Loss Coef:	0.00	Default:	0.00 ft	Default:	0.00 ft
Bend Location:	0.00 dec	Op Table:		Op Table:
Energy Switch:	Energy	Ref Node:		Ref Node:
Comment: Pipe size from SWFWMD ERP Permit 11050.010; Inverts estimated of off DEM		Manning's N:	0.0000	Manning's N:	0.0000