Input Report
302
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.43 ft
Control Elevation: 53.43 ft
Cross Section: X-101-104
Weir Link: W-102-102A
Scenario: PD&E
From Node: 102
To Node: 102A
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 50.00 ft
Control Elevation: 50.00 ft
Cross Section: X-102-102A
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: 102A
To Node: 207
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 50.05 ft
Control Elevation: 50.05 ft
Cross Section: X-102A-207
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:
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-102A-207
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 383 of 443