Transition from steady to chaotic flow of natural convection on a section-triangular roof

Haoyu Zhai, Juan F. Torres, Yongling Zhao, and Feng Xu
Phys. Rev. Fluids 6, 013502 – Published 25 January 2021

Abstract

Natural convection over a roof-shaped triangular surface is investigated using direct numerical simulations. The Rayleigh number (Ra) was varied from 1 to 5×106 with air as working fluid (Prandtl number of 0.71) at a fixed geometrical aspect ratio of 0.1, defined as the ratio of roof height to half-width. The transition route from a steady flow to a chaotic flow on the surface is characterized by the topological method with the increase of Ra. A weak flow, dominated by conduction, occurs when Ra was relatively small. As Ra increases, the convective flow becomes stronger and a sequence of bifurcations is found. Between Ra=102 and 103, a primary pitchfork bifurcation occurs. Secondary and tertiary pitchfork bifurcations are observed in the range Ra=[103,104] and [104,105], respectively. After another pitchfork bifurcation at Ra=[1.4,1.5]×106, which makes the plume tilt to either side of the roof top edge, a Hopf bifurcation is observed in Ra=[1.9,2]×106, after which both the slope flow and plume become periodic. This is followed by further bifurcations including a period doubling bifurcation at Ra3×106 and a quasiperiodic bifurcation firstly arising at Ra3.4×106. Finally, the flow becomes chaotic for Ra>3.7×106. The state space, the maximum Lyapunov exponent, the fractal dimension, and the power spectral density are presented to analyze the flows in the transition to chaos. This work is a comprehensive description of the flow transition from steady state to chaos on surface of a section-triangular roof that is pertinent to various settings where fluid flow develops.

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  • Received 6 September 2020
  • Accepted 23 December 2020

DOI:https://doi.org/10.1103/PhysRevFluids.6.013502

©2021 American Physical Society

Physics Subject Headings (PhySH)

Fluid Dynamics

Authors & Affiliations

Haoyu Zhai1,2,3, Juan F. Torres3, Yongling Zhao4, and Feng Xu1,2,*

  • 1School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China
  • 2Beijing's Key Laboratory of Structural Wind Engineering and Urban Wind Environment, Beijing 100044, China
  • 3Research School of Electrical, Energy and Materials Engineering, The Australian National University, Canberra ACT, Australia
  • 4Department of Mechanical and Process Engineering, ETH Zürich, Zürich 8093, Switzerland

  • *Corresponding author: fxu@bjtu.edu.cn

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Vol. 6, Iss. 1 — January 2021

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