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1 INTRODUCTION River beds are seldom composed of sediments of uniform size. Quantifying the size distribution of sediment mixtures is fundamental for understanding and modelling river flows, morphodynamics and sediment transport processes (Bunte & Abt, 2001). For instance, a number of flow resistance equations involve grain size quantiles (e.g., Ferguson, 2007; Hey, 1979; Keulegan, 1938; Rickenmann & Recking, 2011; Smart & Jaeggi, 1983; Strickler, 1923).
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