Abstract
It is often found that a coarse surface layer exists in the outer-bank region, and a finer one in the inner-bank region in natural stream bends. This phenomenon generally results from the sortingof graded bed load. A method for the calculation of bed load discharge is proposed, in which the effects of bed slope and flow direction on sediment transport have been taken into accounts. Furthermore, a two-dimensional numerical simulation modelis developed, which is useful for predicting of the spatial and temporal variations of grain size distribution as well as of the bed configuration. Discussions are made on the sorting process and the effects of grain size distribution on the bed topography.
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CITATION STYLE
Ashida, K., Egashira, S., & Liu, B. (1991). Numerical Method on Sediment Sorting and Bed Variation in Meander Channels. PROCEEDINGS OF HYDRAULIC ENGINEERING, 35, 383–390. https://doi.org/10.2208/prohe.35.383
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