Location_Hydraulics_Report.pdf_sa_U_ved_2ahUKEwi4u9i3keyXAxWIP0QIHcPOOYAQFnoECAMQAQ_usg_AOvVaw0dfsLFoDVkwqmRRpuOfx4W_fexp_122108196,122108195.pdf — PaddleOCR-VL (Baidu) — page 409

Damping:	0.0000 ft	Default:	0.00 ft	Default:	0.00 ft
Length:	63.98 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

295

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

Scenario:	PD&E	Invert:	50.79 ft	Invert:	50.38 ft
Pipe Link: P-603-602		Upstream		Downstream
From Node:	603	Manning's N:	0.0120	Manning's N:	0.0120
To Node:	602	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:	40.00 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:
		Manning's N:	0.0000	Manning's N:	0.0000

Comment:

Scenario:	PD&E	Invert:	50.50 ft	Invert:	49.70 ft
Pipe Link: P-603A		Upstream		Downstream
From Node:	603	Manning's N:	0.0220	Manning's N:	0.0220
To Node:	600	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:	30.00 ft	Op Table:		Op Table:
FHWA Code:	6	Ref Node:		Ref Node:
Entr Loss Coef:	0.20	Manning's N:	0.0000	Manning's N:	0.0000
Exit Loss Coef:	1.00	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 Field Review- Pipe poor condition; Inverts estimated from DEM