222
Comment: US & DS inverts are from SR 70 Survey
| Pipe Link: P-503-501 | Upstream | Downstream | |||
| Scenario: | Existing | Invert: | 48.29 ft | Invert: | 48.24 ft |
|---|---|---|---|---|---|
| From Node: | 503 | Manning's N: | 0.0120 | Manning's N: | 0.0120 |
| To Node: | 501 | Geometry: Circular | Geometry: Circular | ||
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip | |||
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 72.24 ft | Op Table: | Op Table: | ||
| FHWA Code: | 5 | Ref Node: | Ref Node: | ||
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | 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 | ||
| Pipe Link: P-503-601 | Upstream | Downstream | |||
| Scenario: | Existing | Invert: | 47.99 ft | Invert: | 48.36 ft |
|---|---|---|---|---|---|
| From Node: | 503 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 601 | Geometry: Circular | Geometry: Circular | ||
| Link Count: | 1 | Max Depth: | 1.50 ft | Max Depth: | 1.50 ft |
| Flow Direction: | Both | Bottom Clip | |||
| Damping: | 0.0000 ft | Default: | 0.00 ft | Default: | 0.00 ft |
| Length: | 60.36 ft | Op Table: | Op Table: | ||
| FHWA Code: | 5 | Ref Node: | Ref Node: | ||
| Entr Loss Coef: | 0.70 | Manning's N: | 0.0000 | Manning's N: | 0.0000 |
| Exit Loss Coef: | 0.00 | 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 | ||
| Pipe Link: P-602-601 | Upstream | Downstream | |||
| Scenario: | Existing | Invert: | 50.00 ft | Invert: | 49.73 ft |
|---|---|---|---|---|---|
| From Node: | 602 | Manning's N: | 0.0220 | Manning's N: | 0.0220 |
| To Node: | 601 | Geometry: | Circular | Geometry: | Circular |
| Link Count: | 1 | Max Depth: | 2.00 ft | Max Depth: | 2.00 ft |
| Flow Direction: | Both | Bottom Clip | |||
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
Comment: Pipe size, material, and inverts are updated based on SR 70 survey (APR2022). Entr.& Exit loss coefficients updated
5/16/2023 17:34