274
| Scenario: | Existing | Bottom Clip |
|---|---|---|
| From Node: | 815 | Default: 0.00 ft |
| To Node: | 809 | 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: | 54.33 ft | Discharge Coefficients |
| Control Elevation: | 54.33 ft | Weir Default: 2.800 |
| Cross Section: | X-815-809 | Weir Table: |
| Orifice Default: 0.600 | ||
| Orifice Table: |
Orifice Table:
Scenario: Existing
From Node: 816 Default: 0.00 ft
To Node: 106 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: 54.51 ft
Control Elevation: 54.51 ft Weir Default: 2.800
Cross Section: X-816-106 Weir Table:
Bottom Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Scenario: Existing Bottom Clip
From Node: 816 Default: 0.00 ft
To Node: 806 Op Table:
Link Count: 1 Ref Node:
Flow Direction: Both
Top Clip