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- W830996004 abstract "An numerical analysis of sediment-laden flow is carried out, and results are compared with the experiments of Coleman(1981, 1986) that included the several cases varying sediment size and quantity in open channel flow. K- turbulence model is selected for the fully turbulent flow field, and the concentration equation considering the fall velocity is adopted for the concentration field. The model of Einstein and Chien(1955) is applied to couple the velocity field and the concentration field. Most of researches have been carried out without considering the bed-load thickness, but it is found that the bed-load thickness cannot be ignored in case of a large amount of sediment or a large size of it. The bed-load thickness and surface roughness are considered in this study. Here, value, which is defined by the reciprocal of turbulent Schmidt number and is related with the concentration profile, is found to be varied according to the sediment size and quantity. Even though most of researchers have insisted that had always larger than 1.0, it may be concluded that can have smaller value than 1.0, that is coincident with the report of recent research." @default.
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- W830996004 date "2000-01-01" @default.
- W830996004 modified "2023-09-22" @default.
- W830996004 title "A Numerical Analysis of Sediment-laden Flow in Open Channel with Bed-load Effect" @default.
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