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The problem of bed‐load movement has been studied by a number of engineers and scientists during the past seventy years and a considerable amount of data has been published. The increasing use of river‐ and harbor‐models has accentuated its importance because of the necessity for selecting a material capable of being moved which will not at the same time form excessively large ripples. The present paper is the result of a critical survey of available data made to ascertain whether or not a quantitative prediction of bed‐movement is now possible.
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O’Brien et al. (1934) studied this question.
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