| Scenario: | Existing | Bottom Clip |
|---|
| From Node: | 205 | Default: 0.00 ft |
|---|
| To Node: | 209 | 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: | 47.00 ft | Discharge Coefficients |
|---|
| Control Elevation: | 47.00 ft | Weir Default: 2.800 |
|---|
| Cross Section: | X-205-209 | Weir Table: |
|---|
| | Orifice Default: 0.600 |
|---|
| | Orifice Table: |
|---|
246
Orifice Table:
Scenario: Existing
From Node: 206 Default: 0.00 ft
To Node: 112 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: 49.64 ft
Control Elevation: 49.64 ft Weir Default: 2.800
Cross Section: X-206-112 Weir Table:
Bottom Clip
Top Clip
Discharge Coefficients
Orifice Default: 0.600
Orifice Table:
Scenario: Existing
From Node: 206 Default: 0.00 ft
To Node: 113 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: 50.40 ft Weir Default: 2.800
Cross Section: X-206-113 Weir Table:
Bottom Clip
Ref Node:
[F25]
[F3]
[F22]
Orifice Default: 0.600