| Scenario: | PD&E | Bottom Clip |
|---|---|---|
| From Node: | 300 | Default: 0.00 ft |
| To Node: | 302 | 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: | 19.52 ft | Discharge Coefficients |
| Control Elevation: | 19.52 ft | Weir Default: 2.800 |
| Cross Section: | X-300-302 | Weir Table: |
| Orifice Default: 0.600 | ||
| Orifice Table: |
321
Orifice Table:
Scenario: PD&E
From Node: 302 Default: 0.00 ft
To Node: 305 Op Table:
Link Count: 1 Ref Node:
Flow Direction: None
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
Invert: 22.40 ft
Control Elevation: 22.40 ft Weir Default: 2.800
Cross Section: X-302-305 Weir Table:
Bottom Clip
Top Clip
Default: 0.00 ft
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 303 Default: 0.00 ft
To Node: 300 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
Invert: 24.99 ft
Control Elevation: 24.99 ft Weir Default: 2.800
Cross Section: X-303-300 Weir Table:
Bottom Clip
Ref Node:
Discharge Coefficients
Orifice Default: 0.600