Flow-3D Modelling of the Debris Effect on Maximum Scour Hole Depth at Bridge Piers
Bridge foundations are frequently inserted in riverbeds constituted by alluvial material, being, therefore, subjected to scouring processes. Such phenomenon is aggravated during flood events due to the increase of water flow or due to the increase of the debris carried by the flow that can pile up a...
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| Outros Autores: | , |
| Formato: | conferenceObject |
| Idioma: | eng |
| Publicado em: |
2020
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/10400.6/8494 |
| País: | Portugal |
| Oai: | oai:ubibliorum.ubi.pt:10400.6/8494 |