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

Energy Switch: Energy Ref Node: Manning's N: 0.0000 Ref Node: Manning's N: 0.0000

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Comment: From Survey

Scenario:	Existing	Invert:	39.58 ft	Invert:	38.49 ft
Pipe Link: P-209-208		Upstream		Downstream
From Node:	209	Manning's N:	0.0220	Manning's N:	0.0220
To Node:	208	Geometry:	Circular	Geometry:	Circular
Link Count:	1	Max Depth:	1.50 ft	Max Depth:	1.50 ft
Flow Direction:	Both	Bottom Clip
Damping:	0.0000 ft	Default:	0.00 ft	Default:	0.00 ft
Length:	58.00 ft	Op Table:		Op Table:
FHWA Code:	5	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:
		Manning's N:	0.0000	Manning's N:	0.0000

Comment: From Survey; Existing Side Drain

Scenario:	Existing	Invert:	30.57 ft	Invert:	30.10 ft
Pipe Link: P-304-302		Upstream		Downstream
From Node:	304	Manning's N:	0.0220	Manning's N:	0.0220
To Node:	302	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:	48.00 ft	Op Table:		Op Table:
FHWA Code:	5	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:
		Manning's N:	0.0000	Manning's N:	0.0000

Comment: From Survey; Existing Side Drain

Pipe Link: P-308-305 Upstream Downstream

Scenario: Existing Invert: 29.98 ft Invert: 29.79 ft

From Node: 308 Manning's N: 0.0220 Manning's N: 0.0220

To Node: 305 Geometry: Circular Geometry: Circular

5/16/2023 17:34