An Experimental Investigation of Turbulence Features Induced by Typical Artificial M-Shaped Unit Reefs

Abstract

Artificial reefs are considered to have the function of repairing and improving the coastal habitat and increasing the fishery production, which are mainly achieved by changing the regional hydrodynamic conditions. The characteristics of flow turbulence structure are an important part of the regional hydrodynamic characteristics. Different methods are used to evaluate the performance of artificial reefs according to their shape and the purpose for which the reef was built. For this study, the M-shaped unit reefs, which are to be put into the area of Liaodong Bay, were selected as the research object and have never been fully investigated before. Experimental tests were conducted to assess the effect of these M-shaped artificial reefs on the vertical and longitudinal turbulent intensity under different hydraulic conditions and geometries, and datasets were collected by using the Particle Image Velocimetry technique implemented within the experimental facility. The distribution and variation characteristics of the turbulence intensity were analyzed, and the main results obtained can confirm that in the artificial reef area, there was an extremely clear turbulent boundary. Furthermore, the area of influence of the longitudinal turbulence was identified to be larger than that of the vertical turbulence, and the position where the maximum turbulence intensity appeared was close to where the maximum velocity was measured. Finally, results demonstrate that low turbulence conditions are typically located in front of the unit reef, the general turbulence area is located within the upwelling zone, and the more intense turbulence area is located between the two M-shaped monocases. These results are extremely important, because they provide the local authorities with specific knowledge about what could be the effect of these M-shaped reefs within the area where they will be implemented, and therefore, specific actions can be taken in consideration with the geometrical setup suggested as an optimal solution within this study.

Publication DOI: https://doi.org/10.3390/app11041393
Divisions: College of Engineering & Physical Sciences > School of Infrastructure and Sustainable Engineering > Civil Engineering
College of Engineering & Physical Sciences > School of Infrastructure and Sustainable Engineering
Additional Information: Copyright © 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
Uncontrolled Keywords: SDG 14 - Life Below Water
Publication ISSN: 2076-3417
Last Modified: 21 Nov 2024 08:22
Date Deposited: 01 Oct 2024 07:37
Full Text Link:
Related URLs: https://www.mdp ... -3417/11/4/1393 (Publisher URL)
PURE Output Type: Article
Published Date: 2021-02-04
Published Online Date: 2021-02-04
Accepted Date: 2021-01-28
Authors: Shu, Anping
Qin, Jiping
Rubinato, Matteo (ORCID Profile 0000-0002-8446-4448)
Sun, Tao
Wang, Mengyao
Wang, Shu
Wang, Le
Zhou, Jiaping
Zhu, Fuyang

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