| Pipe Link: Citrus Swale Pipe | Upstream | Downstream | |||
| Scenario: | Existing | Invert: | 42.90 ft | Invert: | 42.70 ft |
|---|---|---|---|---|---|
| From Node: | Citrus Swale DS | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | Citrus Pond 1 | Geometry: Circular | Geometry: Circular | ||
| Link Count: | 1 | Max Depth: | 4.00 ft | Max Depth: | 4.00 ft |
| Flow Direction: | Both | Bottom Clip | |||
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 80.00 ft | Op Table: | Op Table: | ||
| FHWA Code: | 5 | Ref Node: | Ref Node: | ||
| Entr Loss Coef: | 0.50 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 1.00 | Top Clip | |||
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | 0.00 ft |
| Bend Location: | 0.00 dec | Op Table: | Op Table: | ||
| Energy Switch: | Energy | Ref Node: | Ref Node: | ||
| Manning's N: | 0.0000 | Manning's N: | 0.0000 | ||
209
Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD
52.3
| Drop Structure Link: D-200 | Upstream Pipe | Downstream Pipe | |||
| Scenario: | Existing | Invert: | 47.00 ft | Invert: | 46.90 ft |
|---|---|---|---|---|---|
| From Node: | 200 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 201 | Geometry: Horizontal Ellipse | Geometry: Horizontal Ellipse | ||
| Link Count: | 1 | Max Depth: | 3.50 ft | Max Depth: | 3.50 ft |
| Flow Direction: | Both | Bottom Clip | |||
| Solution: | Combine | Default: | 0.00 ft | Default: | 0.00 ft |
| Increments: | 0 | Op Table: | Op Table: | ||
| Pipe Count: | 1 | Ref Node: | Ref Node: | ||
| Damping: | 0.0000 ft | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Length: | 30.00 ft | Top Clip | |||
| FHWA Code: | 3 | Default: | 0.00 ft | Default: | 0.00 ft |
| Entr Loss Coef: | 0.20 | Op Table: | Op Table: | ||
| Exit Loss Coef: | 1.00 | Ref Node: | Ref Node: | ||
| Bend Loss Coef: | 0.00 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Bend Location: | 0.00 dec | ||||
| Energy Switch: | Energy | ||||
Pipe Comment: Field verified; Inverts estimated from DEM
| Weir Component | ||
| Weir: | 1 | Bottom Clip |
|---|---|---|
| Weir Count: | 1 | Default: 0.00 ft |
| Weir Flow Direction: | Both | Op Table: |
| Damping: | 0.0000 ft | Ref Node: |
| Weir Type: | Broad Crested Vertical | Top Clip |
| Geometry Type: | Rectangular | Default: 0.00 ft |
| Invert: | 47.00 ft | Op Table: |
| Control Elevation: | 47.50 ft | Ref Node: |
| Max Depth: | 999.00 ft | Discharge Coefficients |