NUMERICAL STUDY OF THE BLOCKAGE EFFECTS ON VISCOUS FLOW PAST A CIRCULAR CYLINDER

In various numerical solutions of flow around bluff bodies the unbounded physical domain is replaced by a restricted computational one whose extent depends on the size of the computational grid network. The truncation of the solution domain in the cross-flow direction reduces the computer time required for the solution, but introduces numerical blockage effects which influence considerably the values of the various flow parameters. In the present paper the finite element solution of steady and unsteady flow around a circular cylinder at Re = 106 is presented for blockage ratios of 0.05, 0.15 and 0.25. A boundary condition was tested for which the streamfunction values at the outer boundaries were those of the irrotational solution around a circular cylinder. The size of the standing vortices decreases with the blockage ratio when the flow is steady, while the spacing of the vortices decreases in both directions with increasing blockage ratio when the wake becomes unsteady. The hydrodynamic forces on the cylinder and the Strouhal number are magnified as the blockage ratio increases. The application of the streamfunction values derived from the irrotational solution at the outer boundaries reduced blockage effects only at high blockage ratio.

[1]  G. Ren,et al.  A finite element solution of the time-dependent incompressible Navier-Stokes equations using a modified velocity correction method , 1993 .

[2]  G. Karniadakis,et al.  Three-dimensional dynamics and transition to turbulence in the wake of bluff objects , 1992, Journal of Fluid Mechanics.

[3]  A. Roshko Experiments on the flow past a circular cylinder at very high Reynolds number , 1961, Journal of Fluid Mechanics.

[4]  M. D. Olson,et al.  Numerical studies of the flow around a circular cylinder by a finite element method , 1978 .

[5]  P. Hood,et al.  A numerical solution of the Navier-Stokes equations using the finite element technique , 1973 .

[6]  Peter Stansby,et al.  Simulation of vortex shedding including blockage by the random-vortex and other methods , 1993 .

[7]  T. J. Hanratty,et al.  Numerical solution for the flow around a cylinder at Reynolds numbers of 40, 200 and 500 , 1969, Journal of Fluid Mechanics.

[8]  Y. Tanida,et al.  Stability of a circular cylinder oscillating in uniform flow or in a wake , 1973, Journal of Fluid Mechanics.

[9]  B. Eaton Analysis of laminar vortex shedding behind a circular cylinder by computer-aided flow visualization , 1987, Journal of Fluid Mechanics.

[10]  Peter W. Bearman,et al.  RESPONSE CHARACTERISTICS OF A VORTEX-EXCITED CYLINDER AT LOW REYNOLDS NUMBERS , 1992 .

[11]  Numerical solution for laminar two-dimensional flow about a fixed and transversely oscillating cylinder in a uniform stream , 1989 .

[12]  Carlos Alberto Brebbia,et al.  Improved stability techniques for the solution of Navier-Stokes equations , 1977 .

[13]  R. Chilukuri Incompressible Laminar Flow Past a Transversely Vibrating Cylinder , 1986 .

[14]  P. Anagnostopoulos,et al.  Numerical investigation of response and wake characteristics of a vortex-excited cylinder in a uniform stream , 1994 .

[15]  S. Dennis,et al.  Numerical solutions for steady flow past a circular cylinder at Reynolds numbers up to 100 , 1970, Journal of Fluid Mechanics.

[16]  B. Schoenung,et al.  NUMERICAL CALCULATION OF LAMINAR VORTEX-SHEDDING FLOW PAST CYLINDERS , 1990 .

[17]  S. Jordan,et al.  Oscillatory Drag, Lift, and Torque on a Circular Cylinder in a Uniform Flow , 1972 .