Location_Hydraulics_Report.pdf_sa_U_ved_2ahUKEwi4u9i3keyXAxWIP0QIHcPOOYAQFnoECAMQAQ_usg_AOvVaw0dfsLFoDVkwqmRRpuOfx4W_fexp_122108196,122108195.pdf — PaddleOCR-VL (Baidu) — page 324

210

Max Width: 100.00 ft

Fillet: 0.00 ft Weir Default: 3.200

Weir Table: 0.600

Orifice Default: 0.600

Orifice Table: 0.600

Weir Comment: Used to model SHWT upstream

Drop Structure Comment:

Scenario:	Existing	Invert:	40.70 ft	Invert:	38.60 ft
Pipe Link: EX-0		Upstream		Downstream
From Node:	102	Manning's N:	0.0120	Manning's N:	0.0120
To Node:	113	Geometry:	Rectangular	Geometry:	Rectangular
Link Count:	1	Max Depth:	8.00 ft	Max Depth:	8.00 ft
Flow Direction:	Both	Max Width:	8.00 ft	Max Width:	8.00 ft
Damping:	0.0000 ft	Fillet:	0.00 ft	Fillet:	0.00 ft
Length:	78.00 ft	Bottom Clip
FHWA Code:	11	Default:	0.00 ft	Default:	0.00 ft
Entr Loss Coef:	0.50	Op Table:		Op Table:
Exit Loss Coef:	0.00	Ref Node:		Ref Node:
Bend Loss Coef:	0.00	Manning's N:	0.0000	Manning's N:	0.0000
Bend Location:	0.00 dec	Top Clip
Energy Switch:	Energy	Default:	0.00 ft	Default:	0.00 ft
		Op Table:		Op Table:
		Ref Node:		Ref Node:
		Manning's N:	0.0000	Manning's N:	0.0000

Comment: From Survey

Scenario:	Existing	Invert:	28.88 ft	Invert:	28.50 ft
Pipe Link: EX-1		Upstream		Downstream
From Node:	202	Manning's N:	0.0120	Manning's N:	0.0120
To Node:	208	Geometry:	Rectangular	Geometry:	Rectangular
Link Count:	1	Max Depth:	4.00 ft	Max Depth:	4.00 ft
Flow Direction:	Both	Max Width:	5.00 ft	Max Width:	5.00 ft
Damping:	0.0000 ft	Fillet:	0.00 ft	Fillet:	0.00 ft
Length:	85.00 ft	Bottom Clip
FHWA Code:	11	Default:	0.00 ft	Default:	0.00 ft
Entr Loss Coef:	0.50	Op Table:		Op Table:
Exit Loss Coef:	0.00	Ref Node:		Ref Node:
Bend Loss Coef:	0.00	Manning's N:	0.0000	Manning's N:	0.0000
Bend Location:	0.00 dec	Top Clip
Energy Switch:	Energy	Default:	0.00 ft	Default:	0.00 ft
		Op Table:		Op Table:
		Ref Node:		Ref Node:
		Manning's N:	0.0000	Manning's N:	0.0000