Location_Hydraulics_Report.pdf_sa_U_ved_2ahUKEwi4u9i3keyXAxWIP0QIHcPOOYAQFnoECAMQAQ_usg_AOvVaw0dfsLFoDVkwqmRRpuOfx4W_fexp_122108196,122108195.pdf — PaddleOCR-VL (Baidu) — page 396

Entr Loss Coef:	0.50	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:
		Manning's N:	0.0000	Manning's N:	0.0000

282

Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD

52.3

Scenario:	PD&E	Invert:	47.00 ft	Invert:	46.90 ft
Drop Structure Link: D-200		Upstream Pipe		Downstream Pipe
From Node:	200	Manning's N:	0.0220	Manning's N:	0.0220
To Node:	201	Geometry: Horizontal Ellipse		Geometry: Horizontal Ellipse
Link Count:	1	Max Depth:	3.50 ft	Max Depth:	3.50 ft
Flow Direction:	Both	Bottom Clip
Solution:	Combine	Default:	0.00 ft	Default:	0.00 ft
Increments:	0	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:	30.00 ft	Top Clip
FHWA Code:	3	Default:	0.00 ft	Default:	0.00 ft
Entr Loss Coef:	0.20	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: Field verified; Inverts estimated from DEM

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:	Broad Crested Vertical	Top Clip
Geometry Type:	Rectangular	Default: 0.00 ft
Invert:	47.00 ft	Op Table:
Control Elevation:	47.50 ft	Ref Node:
Max Depth:	999.00 ft	Discharge Coefficients
Max Width:	100.00 ft	Weir Default: 3.200
Fillet:	0.00 ft	Weir Table:
		Orifice Default: 0.600
		Orifice Table:

Weir Comment: Used to model SHWT upstream

Drop Structure Comment: