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Título

Estimating Equilibrium Scour Depth at Cylindrical Piers in Experimental Studies

AutorSimarro, Gonzalo CSIC ORCID ; Fael, Cristina; Cardoso, Antonio H.
Palabras claveScour
Equilibrium scour
Bridge foundations
Bridge failures
Rivers
Fecha de publicaciónsep-2011
EditorAmerican Society of Civil Engineers
CitaciónJournal of Hydraulic Engineering 137(9): 1089-1093 (2011)
ResumenUsing data from six very long experiments on local scour at single cylindrical piers, some of the existing equilibrium criteria found in the literature are assessed. It is found that common criteria, which consider scour depth increments in 24 h or the observation of horizontal plateaux in records of scour depth time evolution, can incur important errors on the equilibrium scour depth. Using some of the expressions for time evolution found in the literature to fit the experimental data and infer equilibrium scour depth through extrapolation to infinite time, it is found that the equilibrium scour depth cannot be specified, in general, for experiments shorter than one to two weeks
Versión del editorhttps://doi.org/10.1061/(ASCE)HY.1943-7900.0000410
URIhttp://hdl.handle.net/10261/44984
DOI10.1061/(ASCE)HY.1943-7900.0000410
ISSN0733-9429
E-ISSN1943-7900
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