Abstract
Dimensional analysis of the variables influencing local scour at skewed piers brings into issue the generality of skew factors apparently related only to skew angle, ex, and pier aspect ratio, Lib, for a particular pier shape. This note discusses this issue and provides insights into flow-field and scour-geome~ changes at skewed piers. It shows that the skew factor, K", as used in pier-scour equati?ns to .a.ccount for the mfluence ~n scour depth of pier orientation (skew) to flow, is influenced by parameters m additIon to skew angle and pier aspect ratio. The parameters define the local flow fiel~ ~ound t~e pie.r and determine the ev~ntua.l scour depth and form in ways not fully taken into account by eXisting relationships for K". Those relationships, however, retain their usefulness as upper-bound envelopes for estimating K" values for piers in comparatively shallow flows, especially for ex less than about 45°. (3)
Cite
CITATION STYLE
Ettema, R., Mostafa, E. A., Melville, B. W., & Yassin, A. A. (1998). Local Scour at Skewed Piers. Journal of Hydraulic Engineering, 124(7), 756–759. https://doi.org/10.1061/(asce)0733-9429(1998)124:7(756)
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