Input Report
328
Orifice Table:
Comment:
Weir Link: W-402-408
Scenario: PD&E
From Node: 402
To Node: 408
Link Count: 1
Flow Direction: None
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 26.47 ft
Control Elevation: 26.47 ft
Cross Section: X-402-408
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: 403
To Node: 406
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 41.29 ft
Control Elevation: 41.29 ft
Cross Section: X-403-406
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-403-406
Comment:
Weir Link: W-404-400
Scenario: PD&E
From Node: 404
To Node: 400
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 409 of 443