Input Report
331
Orifice Table:
Comment:
Weir Link: W-500-501
Scenario: PD&E
From Node: 500
To Node: 501
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 49.51 ft
Control Elevation: 49.51 ft
Cross Section: X-500-501
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 501
To Node: 403
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Paved Road Vertical
Geometry Type: Irregular
Invert: 43.81 ft
Control Elevation: 43.81 ft
Cross Section: X-501-403
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Weir Link: W-501-403
Comment:
Weir Link: W-502-406
Scenario: PD&E
From Node: 502
To Node: 406
Link Count: 1
Flow Direction: Both
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
Bottom Clip
Default: 0.00 ft
Op Table:
Ref Node:
Top Clip
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Appendix B. Page 412 of 443