Hostname: page-component-78c5997874-ndw9j Total loading time: 0 Render date: 2024-11-19T04:25:03.565Z Has data issue: false hasContentIssue false

Nonlinear interactions between the two wakes behind a pair of square cylinders

Published online by Cambridge University Press:  23 October 2014

J. Mizushima*
Affiliation:
Department of Mechanical Engineering, Doshisha University, Kyotanabe, Kyoto 610-0321, Japan
G. Hatsuda
Affiliation:
Department of Mechanical Engineering, Doshisha University, Kyotanabe, Kyoto 610-0321, Japan
*
Email address for correspondence: [email protected]

Abstract

Nonlinear interactions between the two wakes behind a pair of square cylinders, which are placed side by side in a uniform flow, are investigated by the linear and weakly nonlinear stability analyses and numerical simulations. It is known from the linear stability analysis that the flow past a pair of cylinders becomes unstable to a symmetric or an antisymmetric mode of disturbance, depending on the gap ratio, the ratio of the gap distance between the two cylinders to the cylinder diameter. The antisymmetric mode gives the critical condition for smaller gap ratios than a threshold value, and for larger gap ratios the symmetric mode becomes the most unstable. We focus on the flow pattern arising through the nonlinear interactions of the two modes of disturbance for gap ratios around the threshold value when both modes are growing. We derive a couple of amplitude equations for the two modes to properly describe the nonlinear interaction between them by applying the weakly nonlinear stability theory. The amplitude equations are shown to have three equilibrium solutions except the null solution such as a mixed-mode solution, symmetric and antisymmetric single-mode solutions. Examination of the stability of each equilibrium solution leads to a conclusion that the mixed-mode solution exchange its stability with both the symmetric and the antisymmetric single-mode solutions simultaneously. In the case where the mixed-mode solution is stable, both the symmetric and antisymmetric modes have finite amplitudes, and the resultant flow has an asymmetric flow pattern comprising of finite amplitudes of the two modes of disturbance superposed on the steady symmetric flow. While in the case where both the single-mode solutions are stable, either of the symmetric- and antisymmetric-mode solutions survives, overwhelming the other. Then, if the symmetric mode attains at an equilibrium finite amplitude and the antisymmetric mode vanishes, the resultant flow is symmetric, and if the antisymmetric mode survives and the symmetric mode decays out, the flow becomes asymmetric with the antisymmetric mode of disturbance superposed on the steady symmetric flow. Thus, the flow appearing due to instability differs depending on the initial condition, not uniquely determined, when both single-mode solutions are stable. We numerically delineated the region in the parameter space of the gap ratio and the Reynolds number where the mixed-mode solution is stable. The theoretical results obtained from the weakly nonlinear stability analyses are confirmed by numerical simulations. The conclusion derived from the stability analysis of the equilibrium solutions of the amplitude equations is widely applicable also to other double Hopf bifurcation problems.

Type
Papers
Copyright
© 2014 Cambridge University Press 

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

Agrawal, A., Djenidi, L. & Antonia, R. A. 2006 Investigation of flow around a pair of side-by-side square cylinders using the lattice Boltzmann method. Comput. Fluids 35, 10931107.CrossRefGoogle Scholar
Akinaga, T. & Mizushima, J. 2005 Linear stability of flow past two circular cylinders in a side-by-side arrangement. J. Phys. Soc. Japan 74 (5), 13661369.CrossRefGoogle Scholar
Alam, M. M. & Zhou, Y. 2013 Intrinsic features of flow around two side-by-side square cylinders. Phys. Fluids 25, 085106.CrossRefGoogle Scholar
Alam, M. M., Zhou, Y. & Wang, X. W. 2011 The wake of two side-by-side square cylinders. J. Fluid Mech. 669, 432471.CrossRefGoogle Scholar
Bearman, P. W. & Wadcock, A. J. 1973 The interaction between a pair of circular cylinders normal to a stream. J. Fluid Mech. 61, 499511.CrossRefGoogle Scholar
Biermann, D. & Herrnstein, W. H. Jr 1933 The interfrence between struts in various combinations. NACA Tech. Rep. 468.Google Scholar
Burattini, P. & Agrawal, A. 2013 Wake interaction between two side-by-side square cylinders in channel flow. Comput. Fluids 77, 134142.CrossRefGoogle Scholar
Choi, C. B. & Yang, K. S. 2013 Three-dimensional instability in the flow past two side-by-side square cylinders. Phys. Fluids 25, 074107.CrossRefGoogle Scholar
Drazin, P. G. 1992 Nonlinear Systems. Cambridge University Press.CrossRefGoogle Scholar
Herbert, T. 1983 On perturbation methods in nonlinear stability theory. J. Fluid Mech. 126, 167186.CrossRefGoogle Scholar
Hussain, A. K. M. F. 1986 Coherent structures and turbulence. J. Fluid Mech. 173, 303356.CrossRefGoogle Scholar
Ishigai, S., Nishikawa, E., Nishimura, K. & Cho, K. 1972 Experimental study on structure of gas flow in tube banks with tube axes normal to flow. Bull. JSME 15, 949956.CrossRefGoogle Scholar
Kang, S. 2003 Characteristics of flow over two circular cylinders in a side-by-side arrangement at low Reynolds numbers. Phys. Fluids 15, 24862498.CrossRefGoogle Scholar
Kim, H. J. & Durbin, P. A. 1988 Investigation of the flow between a pair of circular cylinders in the flopping regime. J. Fluid Mech. 196, 431448.CrossRefGoogle Scholar
Kolář, V., Lyn, D. A. & Rodi, W. 1997 Ensemble-averaged mesuarments in the turbulent near wake of two side-by-side square cylinders. J. Fluid Mech. 346, 201237.CrossRefGoogle Scholar
Landweber, L.1942 Flow about a pair of adjacent, parallel cylinders normal to a stream. David W. Taylor Model Basin, Rep. 485, Navy Dept.Google Scholar
Le Gal, P., Chauve, M. P., Lima, R. & Rezende, J. 1990 Coupled wakes behind two circular cylinders. Phys. Rev. A 41, 45664569.CrossRefGoogle Scholar
Mizushima, J., Hatsuda, G., Akamine, H., Inasawa, A. & Asai, M. 2014 Rapid annihilation of the Kármán vortex street behind a rectangular cylinder. J. Phys. Soc. Japan 83, 014402.CrossRefGoogle Scholar
Mizushima, J. & Ino, Y. 2008 Stability of flows past a pair of circular cylinders in a side-by-side arrangement. J. Fluid Mech. 595, 491507.CrossRefGoogle Scholar
Ohya, Y., Okajima, A. & Hayashi, M. 1988 Wake interference and vortex shedding. Encyclo. Fluid Mech. 8, 324389.Google Scholar
Peschard, I. & Le Gal, P. 1996 Coupled wakes of cylinders. Phys. Rev. Lett. 77, 31223125.CrossRefGoogle ScholarPubMed
Sumner, D., Wong, S. S. T., Price, S. J. & Paidousis, M. P. 1996 Coupled wakes of cylinders. Phys. Rev. Lett. 77, 31223125.Google Scholar
Watson, J. 1960 On the nonlinear mechanics of wave disturbances in stable and unstable parallel flows. J. Fluid Mech. 9, 371389.CrossRefGoogle Scholar
Williamson, C. H. K. 1985 Evolution of a single wake behind a pair of bluff bodies. J. Fluid Mech. 159, 118.CrossRefGoogle Scholar
Xu, S. J., Zhou, Y. & So, R. M. C. 2011 Reynolds number effects on the flow structure behind two side-by-side cylinders. Phys. Fluids 15, 12141219.CrossRefGoogle Scholar
Yen, S. C. & Liu, J. H. 2011 Wake flow behind two side-by-side square cylinders. Intl J. Heat Fluid Flow 32, 4151.CrossRefGoogle Scholar
Zdravkovich, M. M. 1977 Review of flow interference between two circular cylinders in various arrangements. Trans. ASME J. Fluids Engng 99, 618633.CrossRefGoogle Scholar
Zhou, Y., Zhang, H. J. & Yiu, M. W. 2002 The turbulent wake of side-by-side circular cylinders. J. Fluid Mech. 458, 303332.CrossRefGoogle Scholar