Abstract
An unsteady two-dimensional transport equation is considered to investigate the distribution of suspended sediment in an open channel turbulent flow, where the mechanism of hindered settling is also taken into account. Due to the consideration of concentration-dependent settling velocity on sediment transportation, the transport equation is a partial differential equation with a highly nonlinear term, which has been solved numerically by using the alternating direction implicit (ADI) finite-difference method. It is found that the sediment concentration increases along the vertical direction due to the inclusion of hindered settling effect.
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Acknowledgements
The last three authors are thankful to the Science and Engineering Research Board (SERB), Department of Science and Technology (DST), Government of India for providing financial support through Research Project No. EMR/2015/002434.
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Mohan, S., Debnath, S., Ghoshal, K., Kumar, J. (2020). Distribution of Two-Dimensional Unsteady Sediment Concentration in an Open Channel Flow. In: Bhattacharyya, S., Kumar, J., Ghoshal, K. (eds) Mathematical Modeling and Computational Tools. ICACM 2018. Springer Proceedings in Mathematics & Statistics, vol 320. Springer, Singapore. https://doi.org/10.1007/978-981-15-3615-1_6
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DOI: https://doi.org/10.1007/978-981-15-3615-1_6
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