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Multi-scale analysis for transport of fine settling particles through an ice-covered channel in a laminar flow condition

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International Journal of Sediment Research 2022年第6期37卷 794-808页

作者： Subham Dhar Nanda Poddar B.S.Mazumder Kajal Kumar Mondal Department of Mathematics Cooch Behar Panchanan Barma University Physics and Applied Mathematics Unit Indian Statistical Institute Department of Civil Engineering Indian Institute of Technology Bombay

The current research deals with the dispersion of fine settling particles in a fluid flowing through an icecovered channel under the laminar flow condition. An analytical solution of the two-dimensional convection-diffusion equation, based on the multi-scale homogenization technique, is obtained. To validate the current study, analytical results for the dispersion coefficient are compared with the available earlier research work. Moreover, the proposed analytical solutions for mean concentration distributions of the tracers are compared with the numerical results obtained from the finite difference technique. From the industrial and environmental points of view, the vertical concentration distribution provides a very significant information. The downstream evolution of the concentration distribution also is shown for typical time periods at different values of the settling velocity. The approach to the vertical uniformity shows that it is too slow a process in comparison to that of longitudinal normality. It was found that settling velocities of particles disturb the vertical uniformity and the centroid of the solute cloud rises due to the increase in settling velocity. Results illustrate that in the downstream direction, the vertical concentration distribution increases near the bed surface and it decreases in the proximity of the ice-covered surface of the channel with the increase of settling velocity, but the mean concentration of the solute increases. The current study may play an important role to understand the mechanism of the sedimentation process in a closed channel system.

关键词： Sediment transport Dispersion ice-covered channel Vertical uniformity Multi-scale analysis

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Experimental investigation of sediment transport in partially ice-covered channels

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International Journal of Sediment Research 2023年第5期38卷 769-779页

作者： Mina Rouzegar Shawn P.Clark Department of Civil Engineering University of Manitoba

It is important to understand the effects of ice cover on sediment transport in cold climates, where subfreezing temperatures affect water bodies for a significant part of the year. The literature contains many studies on sediment transport in open channel flow, and several studies on sediment transport in completely ice-covered flow. There has been little or no research on sediment transport in partially icecovered channels. In the current study, laboratory experiments were done in a rectangular flume to quantify the impact of border ice presence on the sediment transport rate. The effects of ice cover extent and changing flow strengths on sediment transport distribution also were investigated, and the results were compared to those for fully ice-covered and open channel flow. The ice coverage ratios considered were 0(representing the open water condition), 0.25, 0.50, 0.67, and 1(representing fully ice-covered flow). The partial ice cover was found to impact the sediment transport distribution within the channel. The effect of ice coverage extent on sediment transport distribution was more significant at lower flow strengths and became negligible at higher flow strengths. The conventional equations for sediment transport in open channel flow and fully ice-covered flow that relate the dimensionless bedload transport rate to the flow strength were found to be applicable to estimate the total cross-section-averaged bedload transport for partially ice-covered flow when modified appropriately. Empirical coefficients for these equations were determined using the experimental data.

关键词： Sediment transport Bedload ice-covered channel Border ice

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Sediment transport in ice-covered channels

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International Journal of Sediment Research 2015年第1期30卷 63-67页

作者： Ian KNACK Hung-tao SHEN Department of Civil and Environmental Engineering Clarkson University

The existence of ice cover has important effects on sediment transport and channel morphology for rivers in areas with an annual occurrence of an ice season.The interaction of sediment transport and surface ice is poorly understood.In this paper,data from existing flume experiments,each with a limited range of flow and sediment transport conditions,are analyzed.The analysis showed that the bed load transport in ice-covered channels can be described by conventional relationships for the equivalent free-surface flow if the flow strength is expressed in terms of the bed shear stress.A modified Rouse formulation considering the effect of the ice cover on velocity and turbulent diffusion is shown to be applicable for calculating the suspended sediment transport discharge.

关键词： Sediment transport Bed load ice-covered channel Suspended load

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