349
| W-Citrus Outfall-104 |
| Scenario: | PD&E | Bottom Clip |
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| From Node: | Citrus Outfall | Default: 0.00 ft |
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| To Node: | 104 | Op Table: |
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| Link Count: | 1 | Ref Node: |
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| Flow Direction: | Both | Top Clip |
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| Damping: | 0.0000 ft | Default: 0.00 ft |
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| Weir Type: | Broad Crested Vertical | Op Table: |
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| Geometry Type: | Irregular | Ref Node: |
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| Invert: | 50.16 ft | Discharge Coefficients |
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| Control Elevation: | 50.16 ft | Weir Default: 2.800 |
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| Cross Section: | X-Citrus Outfall-104 | Weir Table: |
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| | Orifice Default: 0.600 |
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| | Orifice Table: |
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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 |
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| End Time: | 0 | 0 | 0 | 30.0000 |
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| Hydrology [sec] | Surface Hydraulics
[sec] | | |
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| Min Calculation Time: | 30.0000 | 0.0500 | | |
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| Max Calculation Time: | | 30.0000 | | |
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Hydrology
| Year | Month | Day | Hour [hr] | Time Increment [min] |
|---|
| 0 | 0 | 0 | 0.0000 | 5.0000 |
Surface Hydraulics