Input Report
272
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.34 ft
Control Elevation: 53.34 ft
Cross Section: X-811-808
Weir Link: W-811-818
Scenario: Existing
From Node: 811
To Node: 818
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.99 ft
Control Elevation: 53.99 ft
Cross Section: X-811-818
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: Existing
From Node: 812
To Node: 807
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 53.75 ft
Control Elevation: 53.75 ft
Cross Section: X-812-807
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:
Default: 0.00 ft
Op Table:
Ref Node:
Discharge Coefficients
Weir Default: 2.800
Weir Table:
Orifice Default: 0.600
Orifice Table:
Comment:
Comment:
Weir Link: W-812-807
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 353 of 443