Location_Hydraulics_Report.pdf_sa_U_ved_2ahUKEwi4u9i3keyXAxWIP0QIHcPOOYAQFnoECAMQAQ_usg_AOvVaw0dfsLFoDVkwqmRRpuOfx4W_fexp_122108196,122108195.pdf — PaddleOCR-VL (Baidu) — page 325

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Comment: From Survey; Existing Cross Drain

Scenario:	Existing	Invert:	17.63 ft	Invert:	17.80 ft
Pipe Link: EX-2		Upstream		Downstream
From Node:	302	Manning's N:	0.0120	Manning's N:	0.0120
To Node:	305	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:	63.00 ft	Op Table:		Op Table:
FHWA Code:	1	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

Comment: From Survey; Existing Side Drain

Scenario:	Existing	Invert:	19.22 ft	Invert:	19.01 ft
Joe Link: EX-3_1		Upstream		Downstream
From Node:	402	Manning's N:	0.0120	Manning's N:	0.0120
To Node:	407	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:	76.00 ft	Op Table:		Op Table:
FHWA Code:	1	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

Comment: From Survey

Pipe Link: EX-3_2	Upstream		Downstream
Scenario: Existing	Invert: 19.16 ft		Invert: 19.17 ft
From Node: 402	Manning's N: 0.0120		Manning's N: 0.0120
To Node: 407	Geometry: Circular		Geometry: Circular
Link Count: 1	Max Depth: 2.00 ft		Max Depth: 2.00 ft
Flow Direction: Both	Bottom Clip

5/16/2023 17:34