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

216

Comment: visible from Google Earth; pipe size and inverts assumed

Scenario:	Existing	Invert:	48.40 ft	Invert:	48.20 ft
Pipe Link: P-104-102		Upstream		Downstream
From Node:	104	Manning's N:	0.0220	Manning's N:	0.0220
To Node:	102	Geometry: Circular		Geometry: Circular
Link Count:	2	Max Depth:	4.00 ft	Max Depth:	4.00 ft
Flow Direction:	Both	Bottom Clip
Damping:	0.0000 ft	Default:	0.00 ft	Default:	0.00 ft
Length:	40.00 ft	Op Table:		Op Table:
FHWA Code:	4	Ref Node:		Ref Node:
Entr Loss Coef:	0.20	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: Field Verified; Inverts estimated from DEM

Scenario:	Existing	Invert:	38.82 ft	Invert:	38.91 ft
Pipe Link: P-113-112		Upstream		Downstream
From Node:	113	Manning's N:	0.0120	Manning's N:	0.0120
To Node:	112	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:	76.00 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

Pipe Link: P-180-104 Upstream Downstream

Scenario: Existing Invert: 50.50 ft Invert: 49.30 ft