Research Article
May 1981
Maximum Clear-Water Scour Around Circular Piers
Publication: Journal of the Hydraulics Division
Volume 107, Issue 5
Abstract
The potential predictors of the maximum clear-water scour are compared with the available experimental data. The range of flow parameters, for which these formulas either overpredicted or underpredicted, are delineated. Comparison indicates that the scour formula by Laurson and Toch is the best predictor among those examined, for it encompasses all data and overpredicts less than the other formulas. However, the Laursen and Toch formula predicts that the scour depth is independent of sediment size. A new formula for the maximum clear-water scour is proposed; it is very similar to that of Laursen and Touch but includes the effect of sediment size on scour depth.
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Published In
Journal of the Hydraulics Division
Volume 107 • Issue 5 • May 1981
Pages: 611 - 626
Copyright
© 1981 American Society of Civil Engineers.
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Published in print: May 1981
Published online: Feb 3, 2021
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Authors
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Subhash C. Jain, M.ASCE
Research Engr., Inst. of Hydr. Research, The Univ. of Iowa Iowa City, Iowa 52212
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.