Input Report
313
Orifice Table:
Comment:
Weir Link: W-200-111
Scenario: PD&E
From Node: 200
To Node: 111
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 52.42 ft
Control Elevation: 52.42 ft
Cross Section: X-200-111
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: 200
To Node: 201
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Paved Road Vertical
Geometry Type: Irregular
Invert: 50.46 ft
Control Elevation: 50.46 ft
Cross Section: X-200-201
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-200-201
Comment:
Weir Link: W-200-609
Scenario: PD&E
From Node: 200
To Node: 609
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 394 of 443