346
| Scenario: | PD&E | Bottom Clip |
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| From Node: | 815 | Default: | 0.00 ft |
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| To Node: | 809 | Op Table: |
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| Link Count: | 1 | Ref Node: |
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| Flow Direction: | Both | Top Clip |
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| Damping: | 0.0000 ft | Default: | 0.00 ft |
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| Weir Type: | Broad Crested Vertical | Op Table: |
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| Geometry Type: | Irregular | Ref Node: |
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| Invert: | 54.33 ft | Discharge Coefficients |
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| Control Elevation: | 54.33 ft | Weir Default: | 2.800 |
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| Cross Section: | X-815-809 | Weir Table: |
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| | Orifice Default: | 0.600 |
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| | Orifice Table: |
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Orifice Table:
Scenario: PD&E
From Node: 816 Default: 0.00 ft
To Node: 106 Op Table:
Link Count: 1
Ref Node:
Flow Direction: Both
Damping: 0.0000 ft Default: 0.00 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 54.51 ft
Control Elevation: 54.51 ft Weir Default: 2.800
Cross Section: X-816-106 Weir Table:
Bottom Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 816 Default: 0.00 ft
To Node: 806 Op Table:
Link Count: 1
Ref Node:
Flow Direction: Both
Bottom Clip
Top Clip