349
| W-Citrus Outfall-104 | ||
| Scenario: | PD&E | Bottom Clip |
|---|---|---|
| From Node: | Citrus Outfall | Default: 0.00 ft |
| To Node: | 104 | 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: | 50.16 ft | Discharge Coefficients |
| Control Elevation: | 50.16 ft | Weir Default: 2.800 |
| Cross Section: | X-Citrus Outfall-104 | Weir Table: |
| Orifice Default: 0.600 | ||
| Orifice Table: | ||
Scenario: Existing
Run Date/Time: 5/16/2023 5:22:15 PM
Program Version: ICPR4 4.07.08
| Run Mode: | Normal | |||
| Year | Month | Day | Hour [hr] | |
|---|---|---|---|---|
| Start Time: | 0 | 0 | 0 | 0.0000 |
| End Time: | 0 | 0 | 0 | 30.0000 |
| Hydrology [sec] | Surface Hydraulics [sec] | |||
| Min Calculation Time: | 30.0000 | 0.0500 | ||
| Max Calculation Time: | 30.0000 | |||
Hydrology
| Year | Month | Day | Hour [hr] | Time Increment [min] |
|---|---|---|---|---|
| 0 | 0 | 0 | 0.0000 | 5.0000 |
Surface Hydraulics