280
| Max Depth: 1.38 ft | Discharge Coefficients | ||
| Max Width: 8.00 ft | Weir Default: 3.200 | ||
| Fillet: 0.00 ft | Weir Table: 0.600 | ||
| Orifice Default: 0.600 | |||
| Orifice Table: 0.600 | |||
| Weir Comment: Converted to NAVD | |||
| Weir Component | |||
| Weir: | 3 | Bottom Clip | |
|---|---|---|---|
| Weir Count: | 1 | Default: | 0.00 ft |
| Weir Flow Direction: | Both | Op Table: 0.00 ft | |
| Damping: | 0.0000 ft | Ref Node: 0.00 ft | |
| Weir Type: | Horizontal | Top Clip 0.00 ft | |
| Geometry Type: | Rectangular Invert: 50.90 ft | Default: 0.00 ft | |
| Control Elevation: | 50.90 ft | Op Table: 0.00 ft | |
| Max Depth: | 3.00 ft | Ref Node: 0.00 ft | |
| Max Width: | 6.58 ft | Discharge Coefficients 3.200 | |
| Fillet: | 0.00 ft | Weir Default: 0.600 | |
| Orifice Default: 0.600 | |||
| Orifice Table: 0.600 | |||
| Weir Comment: Converted to NAVD | |||
Drop Structure Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD
| Joe Link: Citrus Pond Pipes | Upstream | Downstream | |||
| Scenario: | PD&E | Invert: | 46.20 ft | Invert: | 45.90 ft |
|---|---|---|---|---|---|
| From Node: | Citrus Pond 1 | Manning's N: | 0.0120 | Manning's N: | |
| To Node: | Citrus Pond 2 | Geometry: Circular | Geometry: Circular | ||
| Link Count: | 2 | Max Depth: | 2.00 ft | Max Depth: | |
| Flow Direction: | Both | Bottom Clip | |||
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | |
| Length: | 60.00 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: | |
| Exit Loss Coef: | 1.00 | Top Clip | |||
| Bend Loss Coef: | 0.00 | Default: | 0.00 ft | Default: | |
| 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 | |||||
Comment: From SWFWMD ERP Permit 11050.010; Converted to NAVD
Pipe Link: Citrus Pond Pipes NEW Upstream Downstream
Scenario: PD&E Invert: 46.20 ft Invert: 45.90 ft