Input Report
242
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 50.89 ft
Control Elevation: 50.89 ft
Cross Section: X-200-609
Weir Link: W-201-202
Scenario: Existing
From Node: 201
To Node: 202
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 36.16 ft
Control Elevation: 36.16 ft
Cross Section: X-201-202
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: 202
To Node: 203
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 38.21 ft
Control Elevation: 38.21 ft
Cross Section: X-202-203
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-202-203
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 323 of 443