Dynamic Model and Numerical Simulation of Maximum Turbidity Zone Formation in River Inlet
Xie H. Sharma S. Sadeghzadeh M. Issakhov A.
2021Hindawi Limited
Advances in Civil Engineering
2021#2021
The estuary of a river can be seen as a relatively free and partially closed coastal body. It is connected to the ocean and is a transitional zone of rivers, which contains processes from land to sea and from fresh water to salt water. The estuary is one of the most productive natural habitats in the world and carries a large number of sediments due to natural factors such as changes in runoff and tides. Therefore, many coastal areas with river estuaries have become the most densely populated areas in the human population. In this paper, the RSM (Reynolds stress model) turbulence model and the PID (proportional integral derivative) algorithm are successfully used to simulate the dynamic model and for the numerical simulation of the formation of turbidity maximum zone in the estuary, which provides a theoretical basis for the follow-up of the similar research studies.
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School of Hydraulic Engineering, Changsha University of Science and Technology, Changsha, China
School of Hydraulic and Environmental Engineering, Zhejiang University of Water Resources and Electric Power, Hangzhou, China
Department of Mechanical Engg, IK Gujral Punjab Technical University, Main Campus, Kapurthala, 144603, India
Department of Renewable Energy and Environmental Engineering, University of Tehran, Tehran, Iran
Faculty of Mechanics and Mathematics, Department of Mathematical and Computer Modelling, Al-Farabi Kazakh National University, Almaty, Kazakhstan
School of Hydraulic Engineering
School of Hydraulic and Environmental Engineering
Department of Mechanical Engg
Department of Renewable Energy and Environmental Engineering
Faculty of Mechanics and Mathematics
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