Modeling and Analysis of Quasi-2D Turbulence Dynamics in Shallow Waters
https://doi.org/10.23947/2587-8999-2023-7-2-52-59
Abstract
Introduction. The work is devoted to the study of the generation and development of turbulent structures in shallow-water flows. For optimal water resource management, it is necessary to know what the consequences will be if the flow system changes as a result of human intervention. Basically, all fluid flows that relate to the practice of civil engineering are turbulent in nature. These are, for example, river and channel flows, tidal currents in the oceans and coastal seas. Shallow currents in the environment often include a wide range of vortex scales, ranging from micro-scale vortices to large-scale coherent structures with horizontal length scales that far exceed the depth of water (L >> H). The existence of such large structures is a typical characteristic of turbulence in shallow flow. This indicates the need for a systematic analysis of the problem, as well as modeling of such complex formalized systems. The purpose of this work is to model and analyze the dynamics of quasi-2D turbulence structures.
Materials and Methods. Large-scale quasi-2D coherent structures (2 DCS) are investigated depending on the source and localization in the liquid column. Turbulent flows in the channel satisfying incompressible Navier-Stokes equations are considered. The numerical experiment was carried out on the basis of the “large eddy simulation” (LES) approach.
The Results of the Study. Scenario of the dynamics of quasi-2D turbulence structures of the coastal zone is constructed, the formation of vortex structures is predicted.
Discussion and Conclusions. The development of two-dimensional turbulence in shallow flows illustrates the processes that control quasi-two-dimensional turbulence, including the merging of individual vortices. The main mechanism controlling the decay of 2DCS is the loss of energy due to friction on the bottom, while the larger the size of the vortex relative to the depth, the faster the direct dissipation of its kinetic energy occurs.
Keywords
About the Authors
S. V. ProtsenkoRussian Federation
Sofia V Protsenko, Associate Professor of the Department of Mathematics, Researcher, PhD (Physical and Mathematical Sciences)
48, Initiative St., Taganrog, 347936
AuthorID: 882674
E. A. Protsenko
Russian Federation
Elena A Protsenko, Associate Professor of the Mathematics Department, Leading Researcher, PhD (Physical and Mathematical Sciences)
48, Initiative St., Taganrog, 347936
AuthorID: 684348
References
1. Jirka GH Large scale flow structures and mixing processes in shallow flows. Journal of Hydraulic Research. 2001;39(6):567–573.
2. GJF van Heijst. Zelf-organisatie van twee-dimensionale stromingen. Nederlands Tijdschrift voor Natuurkunde. 1993;59:321–325.
3. Avancha R and Pletcher RH. Large eddy simulation of the turbulent flow past a backward facing step. Proceedings of the 38th AIAA Areosciences Meeting and Exhibit. Reno, Nevada, USA; 2000;0542:1–7.
4. Bijlsma AC, Uittenbogaard RE and Blokland T. Horizontal large eddy simulation applied to stratified tidal flows. Proceedings of the International Symposium on Shallow Flows. Delft, Netherlands; 2003;559–566.
5. Breugem WP. The influence of wall permeability on laminar and turbulent flows. PhD thesis, Delft University of Technology. 2004.
6. Clercx HJH, Zoeteweij ML and GJF van Heijst. Quasi two-dimensional turbulence in shallow fluid layers: the role of bottom friction and fluid layer depth. Proceedings of the International Symposium on Shallow Flows, Delft, Netherlands; 2003;87–94.
7. Frohlich J and Rodi W. Indroduction to Large Eddy Simulation of turbulent flows. Closure Strategies for Turbulent and Transitional Flows (ed. BE Launder and ND Sandham), Cambridge University Press; 2000;8:267–298.
8. Kadota A, Suzuki K and Uijttewaal WSJ. The shallow flow around a single groyne under submerged and emerged conditions. Proceedings of the International Conference in Fluvial Hydraulics (River Flow), Lisboa, Portugal; 2006;673–682.
9. Labeur RJ. Finite element modelling of transport and non-hydrostatic flow in en- vironmental fluid mechanics. PhD thesis, Delft University of Technology. 2009.
10. Mittal R and Iaccarino G. Immersed Boundary Methods. Annual Review of Fluid Mechanics. 2005;37:239–61.
11. Schnauder I, Sukhodolov A, Uijttewaal WSJ and Labeur RJ. Field experiments and numerical modelling on shallow mixing layers at a confluence of two parallel streams. Proceedings of the International Conference in Fluvial Hydraulics (River Flow), Izmir, Turkey; 2008;883–892.
12. Talstra H, Uijttewaal WSJ and Stelling GS. 3D LES computations of a shallow lateral expansion using an immersed boundary method. Proceedings of the International Conference on Hydroscience and Engineering (ICHE), Philadelphia, USA; 2006.
13. W van Balen. Large-scale coherent structures in turbulent shallow flows. Master’s thesis, Delft University of Technology; 2005.
14. BC van Prooijen and Uijttewaal WSJ. The relevance of a back-scatter model for depth-averaged flow simulation. Flow Turbulence Combust. 2009;82:73–91.
Review
For citations:
Protsenko S.V., Protsenko E.A. Modeling and Analysis of Quasi-2D Turbulence Dynamics in Shallow Waters. Computational Mathematics and Information Technologies. 2023;7(2):52-59. https://doi.org/10.23947/2587-8999-2023-7-2-52-59