Clear-Water Scour at Comparatively Large Cylindrical Piers.

• Tipo: Artigo em Revista Científica Internacional
• Data: 2013

Autores

Rui M. Lança (Autor) Outra; Cristina S. Fael (Autor) Outra; Rodrigo J. Maia (Autor) FEUP; João P. Pêgo (Autor) FEUP; António H. Cardoso (Autor) Outra

Revista

Título: JOURNAL OF HYDRAULIC RESEARCH

Vol. 139 Nº 11

ISSN: 0022-1686

Indexação

ISI Web of Knowledge - 29 Citações

ISI Web of Science

Scopus - 50 Citações

INSPEC

COMPENDEX

Classificação Científica

FOS: Ciências da engenharia e tecnologias > Engenharia civil

CORDIS: Ciências Tecnológicas > Engenharia > Engenharia civil > Engenharia hidraúlica

Outras Informações

ID Authenticus: P-006-6AA

DOI: 10.1061/(ASCE)HY.1943-7900.0000788

Abstract (EN): New long-duration clear-water scour data were collected at single cylindrical piers with the objective of investigating the effect of sediment coarseness, Dp/D50 (Dp = pier diameter; D50 = median grain size) on the equilibrium scour depth and improving the scour depth time evolution modeling by making use of the exponential function suggested in the literature. Experiments were carried out for the flow intensity close to the threshold condition of initiation of sediment motion, imposing wide changes of sediment coarseness and flow shallowness, d/Dp (d = approach flow depth). The effect of sediment coarseness on the equilibrium scour depth was identified; existing predictors were modified to incorporate this effect for U/Uc approximate to 1.0; Dp/D50>approximate to 60 and d/Dp0.5; the complete characterization of a known scour depth time evolution model was achieved for U/Uc approximate to 1.0, 60<Dp/D50<500 and 0.5d/Dp5.0.

Idioma: Inglês

Tipo (Avaliação Docente): Científica