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- W2786512306 abstract "In the paper a one-dimensional riverbed model is proposed. In the model the bed load sediment transport is described by an analytical formula. This formula doesn’t contain phenomenological parameters and takes into account the influence of the bed shear stress, the local bed slope, granulometrical and physical-mechanical parameters of the bed material. Three types of riverbed problems are solved by using the proposed model: the problem of bed degradation under the influence of the purified water flow, the problem of bed aggregation and the problem of the trench evolution under the influence of the transit flow. The comparison analysis of the predicted data with the established experimental data and the data obtained by the other models was carried out. It was shown that the proposed model adequately describes the bed evolution; in all three problems, the accuracy of the predicted data is sufficient for practice." @default.
- W2786512306 created "2018-02-23" @default.
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- W2786512306 date "2018-01-01" @default.
- W2786512306 modified "2023-09-23" @default.
- W2786512306 title "Mathematical Modelling of Sand-Gravel Bed Evolution in One Dimension" @default.
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- W2786512306 doi "https://doi.org/10.1007/978-3-319-70914-7_29" @default.
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