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

Weir Link: W-300-302

Scenario:	Existing	Bottom Clip
From Node:	300	Default: 0.00 ft
To Node:	302	Op Table:
Link Count:	1	Ref Node:
Flow Direction:	Both	Top Clip
Damping:	0.0000 ft	Default: 0.00 ft
Weir Type:	Broad Crested Vertical	Op Table:
Geometry Type:	Irregular	Ref Node:
Invert:	19.52 ft	Discharge Coefficients
Control Elevation:	19.52 ft	Weir Default: 2.800
Cross Section:	X-300-302	Weir Table:
		Orifice Default: 0.600 Orifice Table:

249

Orifice Table:

Scenario: Existing

From Node: 302 Default: 0.00 ft

To Node: 305 Op Table:

Link Count: 1 Ref Node:

Flow Direction: Both

Damping: 0.0000 ft Default: 0.00 ft

Weir Type: Broad Crested Vertical Op Table:

Geometry Type: Irregular Ref Node:

Invert: 22.40 ft

Control Elevation: 22.40 ft Weir Default: 2.800

Cross Section: X-302-305 Weir Table:

Bottom Clip

Top Clip

Discharge Coefficients

Orifice Default: 0.600

Orifice Table:

Comment:

Weir Link: W-302-305

Comment: SR 72 overtopping weir at EX-2

Weir Link: W-303-300

Scenario: Existing

From Node: 303 Default: 0.00 ft

To Node: 300 Op Table:

link Count: 1 Ref Node:

Flow Direction: Both

Damping: 0.0000 ft Default: 0.00 ft

Weir Type: Broad Crested Vertical Op Table:

Geometry Type: Irregular

Invert: 24.99 ft

Control Elevation: 24.99 ft Weir Default: 2.800

Cross Section: X-303-300 Weir Table:

Bottom Clip

Top Clip

Ref Node:

Discharge Coefficients

Orifice Default: 0.600