Dynamic Model and Numerical Simulation of Maximum Turbidity Zone Formation in River Inlet

Author:

Xie Huawei12,Sharma Shubham3ORCID,Sadeghzadeh Milad4ORCID,Issakhov Alibek5

Affiliation:

1. School of Hydraulic Engineering, Changsha University of Science & Technology, Changsha, China

2. School of Hydraulic & Environmental Engineering, Zhejiang University of Water Resources & Electric Power, Hangzhou, China

3. Department of Mechanical Engg, IK Gujral Punjab Technical University, Main Campus, Kapurthala 144603, India

4. Department of Renewable Energy and Environmental Engineering, University of Tehran, Tehran, Iran

5. Faculty of Mechanics and Mathematics, Department of Mathematical and Computer Modelling, Al-Farabi Kazakh National University, Almaty, Kazakhstan

Abstract

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.

Publisher

Hindawi Limited

Subject

Civil and Structural Engineering

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