| Scenario: | PD&E | Bottom Clip | |
|---|---|---|---|
| From Node: | 600 | Default: | 0.00 ft |
| To Node: | 601 | 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: | 48.68 ft | Discharge Coefficients | |
| Control Elevation: | 48.68 ft | Weir Default: | 2.800 |
| Cross Section: | X-600-601 | Weir Table: | |
| Orifice Default: | 0.600 | ||
| Orifice Table: | |||
333
Orifice Table:
Scenario: PD&E
From Node: 600 Default: 0.00 ft
To Node: 609 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: 50.45 ft
Control Elevation: 50.45 ft Weir Default: 2.800
Cross Section: X-600-609 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 601 Default: 0.00 ft
To Node: 503 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: 50.72 ft Weir Default: 2.800
Cross Section: X-601-503 Weir Table:
Bottom Clip
Ref Node:
[F4]
[F23]
[F22]
Orifice Default: 0.600