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

205

Boundary Stage:

Year Month Day Hour Stage [ft]

0 0 0 0.0000 49.00

0 0 0 999.0000 49.00

Comment:

Year Month Day Hour Stage [ft]

0 0 0 0.0000 54.00

0 0 0 999.0000 54.00

Comment:

Scenario:	Existing	Invert:	40.33 ft	Invert:	40.29 ft
Pipe Link: CD-5		Upstream		Downstream
From Node:	501	Manning's N:	0.0120	Manning's N:	0.0120
To Node:	Peace River Trib2	Geometry: Horizontal Ellipse		Geometry: Horizontal Ellipse
Link Count:	1	Max Depth:	1.92 ft	Max Depth:	1.92 ft
Flow Direction:	Both	Bottom Clip
Damping:	0.0000 ft	Default:	0.00 ft	Default:	0.00 ft
Length:	69.42 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

Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022)

Pipe Link: CD-6 Upstream Downstream

Scenario: Existing From Node: 601 Invert: 46.45 ft Manning's N: 0.0120 Invert: 47.05 ft Manning's N: 0.0120