Input Report
317
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
nvert: 44.31 f
INVEST. 44.51 ft
Control Elevation: 44.31 ft
Cross Section: X-204-209
Weir Link: W-205-112
Scenario: PD&E
From Node: 205
To Node: 112
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 47.82 ft
Control Elevation: 47.82 ft
Cross Section: X-205-112
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: 205
To Node: 204
Link Count: 1
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical
Geometry Type: Irregular
Invert: 46.34 ft
Control Elevation: 46.34 ft
Cross Section: X-205-204
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-205-204
Comment:
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
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Appendix B. Page 398 of 443