Experimental study of scour around circular and elongated bridge piers with and without pier slot
This work describes an experimental study of clear water scour around bridge piers, placed in a cohesionless bed of sediments. The use of pier slot as a flow-altering countermeasure against bridge scour is evaluated, in the case of circular and elongated piers. Four piers with 20 mm of transversal d...
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| Outros Autores: | , |
| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2014
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/31390 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/31390 |