Author(s): Takahisa Mizuyama; Hiroyuki Suzuki
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Keywords: No Keywords
Abstract: Suspended load and bedload in steep channels are studied through someexperiments. The grain sizes of sand used in the experiments are 0.2, 0.4 and 1.0 mm and the gradient of the flume is from 1/50 to 1/6.7. Sediment concentra-tion distribution and sediment transport rate are measured. Changes of sedimenttransport characteristics in steep channels are made clear by the experiments.
Year: 1987