| W-181-TW-South |
| Scenario: | Existing | Bottom Clip |
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| From Node: | 181 | Default: 0.00 ft |
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| To Node: | TW-south | 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: | 55.39 ft | Discharge Coefficients |
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| Control Elevation: | 55.39 ft | Weir Default: 2.800 |
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| Cross Section: | X-181-TW | Weir Table: |
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| | Orifice Default: 0.600 |
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240
Orifice Table:
Scenario: Existing
From Node: 198 Default: 0.00 ft
To Node: 199 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: 51.67 ft
Control Elevation: 51.67 ft Weir Default: 2.800
Cross Section: X-198-199 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 198 Default: 0.00 ft
To Node: Peace River1 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
Control Elevation: 52.90 ft Weir Default: 2.800
Cross Section: X-198-Peace River1 Weir Table:
Bottom Clip
Ref Node:
[F23]
[F27]
[F7]
[F2]
Orifice Default: 0.600