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

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Manning's N: 0.0000 Manning's N: 0.0000

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

Scenario:	PD&E	Invert:	44.90 ft	Invert:	44.80 ft
Drop Structure Link: Citrus Outfall		Upstream Pipe		Downstream Pipe
From Node:	Citrus Pond 2	Manning's N:	0.0130	Manning's N:	0.0130
To Node:	Citrus Outfall	Geometry: Circular		Geometry: Circular
Link Count:	1	Max Depth:	4.00 ft	Max Depth:	4.00 ft
Flow Direction:	Both	Bottom Clip
Solution:	Combine	Default:	0.00 ft	Default:	0.00 ft
Increments:	10	Op Table:		Op Table:
Pipe Count:	1	Ref Node:		Ref Node:
Damping:	0.0000 ft	Manning's N:	0.0000	Manning's N:	0.0000
Length:	50.00 ft	Top Clip
FHWA Code:	1	Default:	0.00 ft	Default:	0.00 ft
Entr Loss Coef:	0.00	Op Table:		Op Table:
Exit Loss Coef:	1.00	Ref Node:		Ref Node:
Bend Loss Coef:	0.00	Manning's N:	0.0000	Manning's N:	0.0000
Bend Location:	0.00 dec
Energy Switch:	Energy
Pipe Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD
Weir Component
Weir:	1	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:	Circular	Default:	0.00 ft
Invert:	48.40 ft	Op Table:
Control Elevation:	48.40 ft	Ref Node:
Max Depth:	0.48 ft	Discharge Coefficients
		Weir Default:	3.200
		Weir Table:
		Orifice Default:	0.600

Orifice Table:

Weir Comment: Converted to NAVD

Weir Component

Weir: 2

Weir: 2	Bottom C1
Weir Count: 1	Default: 0.0
Weir Flow Direction: Both	Op Table:
Damping: 0.0000 ft	Ref Node:
Weir Type: Sharp Crested Vertical	Top Clip
Geometry Type: Rectangular	Default: 0.0
Invert: 49.27 ft	Op Table:
Control Elevation: 49.27 ft	Ref Node:

Bottom Clip