334
| Scenario: | PD&E | Bottom Clip |
|---|
| From Node: | 602 | Default: | 0.00 ft |
|---|
| To Node: | 600 | 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: | 51.59 ft | Discharge Coefficients |
|---|
| Control Elevation: | 51.59 ft | Weir Default: | 2.800 |
|---|
| Cross Section: | X-602-600 | Weir Table: |
|---|
| | Orifice Default: | 0.600 |
|---|
Orifice Table:
Scenario: PD&E
From Node: 603 Default: 0.00 ft
To Node: 600 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: 51.61 ft
Control Elevation: 51.61 ft Weir Default: 2.800
Cross Section: X-603-600 Weir Table:
Bottom Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 603 Default: 0.00 ft
To Node: 602 Op Table:
Link Count: 1
Ref Node:
Flow Direction: Both
Bottom Clip
Top Clip