Location_Hydraulics_Report.pdf_sa_U_ved_2ahUKEwi4u9i3keyXAxWIP0QIHcPOOYAQFnoECAMQAQ_usg_AOvVaw0dfsLFoDVkwqmRRpuOfx4W_fexp_122108196,122108195.pdf — PaddleOCR-VL (Baidu) — page 320

To Node:	Peace River Trib1	Geometry: Circular			Geometry: Circular
Link Count:	3	Max Depth:	3.50 ft		Max Depth:	3.50 ft
Flow Direction:	Both			Bottom Clip
Damping:	0.0000 ft	Default:	0.00 ft		Default:	0.00 ft
Length:	65.54 ft	Op Table:			Op Table:
FHWA Code:	2	Ref Node:			Ref Node:
Entr Loss Coef:	0.50	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:
		Manning's N:	0.0000		Manning's N:	0.0000

206

Comment: Field visited; Pipe size, material, and inverts are updated based on SR 70 survey (APR2022)

Upstream Pipe

Energy Switch: Energy

Pipe Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD

Weir Component

Weir Component		Bottom Clip
Weir:	1	Default:	0.00 ft
Weir Count:	1	Op Table:
Weir Flow Direction:	Both	Ref Node:
Damping:	0.0000 ft	Top Clip
Weir Type:	Sharp Crested Vertical	Default:
Geometry Type:	Circular	Op Table:	0.00 ft
Invert:	48.40 ft	Ref Node:
Control Elevation:	48.40 ft	Discharge Coefficients
Max Depth:	0.48 ft	Weir Default:
		Weir Table:	3.200
		Orifice Default:
		Orifice Table:	0.600

Orifice Table: