Scour calculations using SRH-2D flow parameters
| Location | Contraction: ft | Local scour: ft | Long-term scour: ft | Total scour: ft | |
|---|---|---|---|---|---|
| Pier | Abutment | ||||
| Main channel | 9.0 | — | — | 0.0 | 9.0 |
| Pier 1 | 9.0 | 10.8 | — | 0.0 | 19.8 |
| Pier 2 | 9.0 | 10.8 | — | 0.0 | 19.8 |
| Abutments | — | — | 20.6 | 0.0 | 20.6 |
| Location | Contraction: ft | Local scour: ft | Long-term scour: ft | Total scour: ft | |
|---|---|---|---|---|---|
| Pier | Abutment | ||||
| Main channel | 9.0 | — | — | 0.0 | 9.0 |
| Pier 1 | 9.0 | 10.8 | — | 0.0 | 19.8 |
| Pier 2 | 9.0 | 10.8 | — | 0.0 | 19.8 |
| Abutments | — | — | 20.6 | 0.0 | 20.6 |
1 ft = 0.305 m
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