Input Report
316
Orifice Table:
Comment:
Weir Link: W-203-308
Scenario: PD&E
From Node: 203
To Node: 308
Link Count: 1
Flow Direction: None
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 37.75 ft
Control Elevation: 37.75 ft
Cross Section: X-203-308
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: 204
To Node: 202
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 43.50 ft
Control Elevation: 43.50 ft
Cross Section: X-204-202
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:
Comment:
Weir Link: W-204-202
Comment:
Weir Link: W-204-209
Scenario: PD&E
From Node: 204
To Node: 209
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 397 of 443