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

Scenario:	Existing	Invert:	52.21 ft	Invert:	52.02 ft
Pipe Link: P-606-603		Upstream		Downstream
From Node:	606	Manning's N:	0.0220	Manning's N:	0.0220
To Node:	603	Geometry: Circular		Geometry: Circular
Link Count:	1	Max Depth:	2.00 ft	Max Depth:	2.00 ft
Flow Direction:	Both	Bottom Clip
Damping:	0.0000 ft	Default:	0.00 ft	Default:	0.00 ft
Length:	57.00 ft	Op Table:		Op Table:
FHWA Code:	0	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:		Manning's N:	0.0000	Manning's N:	0.0000

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Comment:

Scenario:	Existing	Invert:	54.09 ft	Invert:	53.98 ft
Pipe Link: P-606-604		Upstream		Downstream
From Node:	606	Manning's N:	0.0120	Manning's N:	0.0120
To Node:	604	Geometry: Circular		Geometry: Circular
Link Count:	1	Max Depth:	2.50 ft	Max Depth:	2.50 ft
Flow Direction:	Both	Bottom Clip
Damping:	0.0000 ft	Default:	0.00 ft	Default:	0.00 ft
Length:	66.10 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

Pipe Link: P-606-811

Upstream Downstream

Invert: 51.49 ft Invert: 51.58 ft

Scenario: Existing

Manning's N: 0.0220 Manning's N: 0.0220

From Node: 606

Geometry: Circular Geometry: Circular

To Node: 811

Max Depth: 2.00 ft Max Depth: 2.00 ft

Link Count: 1

Flow Direction: Both

Bottom Clip

Default: 0.00 ft Default: 0.00 ft

Damping: 0.0000 ft

Op Table: Op Table:

Length: 55.23 ft

Ref Node: Ref Node:

FHWA Code: 5

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

Entr Loss Coef: 0.70 Exit Loss Coef: 0.00

Exit Loss Coef: 0.00

Comment: Pipe length and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated

Top Clip

5/16/2023 17:34