| Scenario: | PD&E | Bottom Clip |
|---|
| From Node: | 102B | Default: | 0.00 ft |
|---|
| To Node: | 102 | 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: | 49.40 ft | Discharge Coefficients |
|---|
| Control Elevation: | 49.40 ft | Weir Default: | 2.800 |
|---|
| Cross Section: | X-102B-102 | Weir Table: |
|---|
| | Orifice Default: | 0.600 |
|---|
303
Orifice Table:
Scenario: PD&E
From Node: 102C Default: 0.00 ft
To Node: 102 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Damping: 0.0000 ft
Weir Type: Broad Crested Vertical Op Table:
Geometry Type: Irregular Ref Node:
[F26]
[F71]
[F22]
Control Elevation: 50.38 ft Weir Default: 2.800
Cross Section: X-102C-102
Bottom Clip
Top Clip
Default: 0.00 ft
Weir Table:
Orifice Default: 0.600
Orifice Table:
Scenario: PD&E
From Node: 102C Default: 0.00 ft
To Node: 102B Op Table:
_ink 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: 51.46 ft Weir Default: 2.800
Cross Section: X-102C-102B Weir Table:
Bottom Clip
Ref Node:
[F4]
[[F7]]
[F22]
Orifice Default: 0.600