| W-181-TW-South | ||
| Scenario: | Existing | Bottom Clip |
|---|---|---|
| From Node: | 181 | Default: 0.00 ft |
| To Node: | TW-south | Op Table: |
| Link Count: | 1 | Ref Node: |
| Flow Direction: | Both | Top Clip |
| Damping: | 0.0000 ft | Default: 0.00 ft |
| Weir Type: | Broad Crested Vertical | Op Table: |
| Geometry Type: | Irregular | Ref Node: |
| Invert: | 55.39 ft | Discharge Coefficients |
| Control Elevation: | 55.39 ft | Weir Default: 2.800 |
| Cross Section: | X-181-TW | Weir Table: |
| Orifice Default: 0.600 | ||
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