Improved turbulence models for computational wind engineering

The fundamental errors in the numerical modelling of the turbulent component of fluid flow are one of the main reasons why computational fluid dynamics techniques have not yet been fully accepted by the wind engineering community. This thesis is the result of extensive research that was undertaken to assess the various methods available for numerical simulation of turbulent fluid flow. The research was undertaken with a view to developing improved turbulence models for computational wind engineering. Investigations have concentrated on analysing the accuracy and numerical stability of a number of different turbulence models including both the widely available models and state of the art techniques. These investigations suggest that a turbulence model, suitable for wind engineering applications, should be able to model the anisotropy of turbulent flow as in the differential stress model whilst maintaining the ease of use and computational stability of the two equation k-e models. Therefore, non-linear expansions of the Boussinesq hypotheses, the quadratic and cubic non-linear k-e models, have been tested in an attempt to account for anisotropic turbulence and curvature related strain effects. Furthermore, large eddy simulations using the standard Smagorinsky sub-grid scale model have been completed, in order to account for the four dimensional nature of turbulent flow. This technique, which relies less heavily on the need to model turbulence by utilising advances in computer technology and processing power to directly resolve more of the flow field, is now becoming increasingly popular in the engineering community. The author has detailed and tested all of the above mentioned techniques and given recommendations for both the short and longer term future of turbulence modelling in computational wind engineering. Improved turbulence models that will more accurately predict bluff body flow fields and that are numerically stable for complex geometries are of paramount importance if the use of CFD techniques are to gain wide acceptance by the wind engineering community.

[1]  C. Rhie,et al.  Numerical Study of the Turbulent Flow Past an Airfoil with Trailing Edge Separation , 1983 .

[2]  Joel H. Ferziger,et al.  Simulation of complex turbulent flows: recent advances and prospects in wind engineering , 1993 .

[3]  P. Moin,et al.  Direct numerical simulation of turbulent flow over a backward-facing step , 1997, Journal of Fluid Mechanics.

[4]  T. R. Sundaram,et al.  ON THE LABORATORY SIMULATION OF SMALL-SCALE ATMOSPHERIC TURBULENCE. , 1969 .

[5]  Timothy T. Maxwell,et al.  Computational predictions of flow over a 2-D building , 1992 .

[6]  Ralf Schweizer Does God Play Dice? The Mathematics of Chaos, Ian Stewart. 1989. Basil Blackwell, Cambrdige, MA. 317 pages. ISBN: 0-631-16847-8. $19.95 , 1991 .

[7]  Michael A. Leschziner,et al.  Modelling engineering flows with Reynolds stress turbulence closure , 1990 .

[8]  B. Launder,et al.  Lectures in mathematical models of turbulence , 1972 .

[9]  Kemal Hanjalic,et al.  Advanced turbulence closure models: a view of current status and future prospects , 1994 .

[10]  James P. Johnston,et al.  Investigation of a Reattaching Turbulent Shear Layer: Flow Over a Backward-Facing Step , 1980 .

[11]  Peter Bradshaw,et al.  Turbulence: the chief outstanding difficulty of our subject , 1994 .

[12]  D. C. Wilcox,et al.  Progress in Turbulence Modeling for Complex Flow F4eMs including Effects of Compressibility , 2022 .

[13]  P. Bradshaw Effects of Streamline Curvature on Turbulent Flow. , 1973 .

[14]  J. Anderson,et al.  Computational fluid dynamics : the basics with applications , 1995 .

[15]  N.W.M. Ko,et al.  Numerical analysis of incompressible flow over smooth and grooved circular cylinders , 1996 .

[16]  Yasuharu Nakamura,et al.  The effects of turbulence on a separated and reattaching flow , 1987, Journal of Fluid Mechanics.

[17]  Norbert Hölscher,et al.  Towards quality assurance for wind tunnel tests: A comparative testing program of the Windtechnologische Gesellschaft , 1998 .

[18]  T. G. Thomas,et al.  Development of a parallel code to simulate skewed flow over a bluff body , 1997 .

[19]  Wolfgang Rodi,et al.  The prediction of free turbulent boundary layers by use of a two-equation model of turbulence , 1973 .

[20]  V. C. Patel,et al.  Turbulence models for near-wall and low Reynolds number flows - A review , 1985 .

[21]  S. Murakami,et al.  COMPARISON OF VARIOUS TURBULENCE MODELS APPLIED TO A BLUFF BODY , 1993 .

[22]  David R. Basco,et al.  Computational fluid dynamics - an introduction for engineers , 1989 .

[23]  Wolfgang Rodi,et al.  On the Simulation of Turbulent Flow Past Bluff Bodies , 1993 .

[24]  Chia-Jung Hsu Numerical Heat Transfer and Fluid Flow , 1981 .

[25]  John Leask Lumley,et al.  Simulation and modeling of turbulent flows , 1996 .

[26]  Mark E. Gleason,et al.  Flow structure around a 3D bluff body in ground proximity: A computational study , 1993 .

[27]  Tuan Ngo,et al.  Numerical solution of turbulent flow past a backward facing step using a nonlinear K-epsilon model , 1987 .

[28]  Paul A. Durbin,et al.  Local Anisotropy in Strained Turbulence at High Reynolds Numbers , 1991 .

[29]  Y. Q. Zhang,et al.  Numerical simulation to determine the effects of incident wind shear and turbulence level on the flow around a building , 1993 .

[30]  Joel H. Ferziger,et al.  A fluid mechanicians view of wind engineering: Large eddy simulation of flow past a cubic obstacle , 1997 .

[31]  P. Richards,et al.  Appropriate boundary conditions for computational wind engineering models using the k-ε turbulence model , 1993 .

[32]  Bassam A. Younis,et al.  Progress in the prediction of turbulent wind loading on buildings , 1992 .

[33]  R. Webster,et al.  Efficient algebraic multigrid solvers with elementary restriction and prolongation , 1998 .

[34]  Kam Hong Ng,et al.  Predictions of turbulent boundary-layer developments using a two-equation model of turbulence , 1972 .

[35]  C. G. Speziale On nonlinear K-l and K-ε models of turbulence , 1987, Journal of Fluid Mechanics.

[36]  B. Launder,et al.  Directions in second-moment modelling of near-wall turbulence , 1991 .

[37]  N. H. Thomas,et al.  Grid turbulence near a moving wall , 1977, Journal of Fluid Mechanics.

[38]  S. Orszag,et al.  Renormalization group analysis of turbulence. I. Basic theory , 1986 .

[39]  R. P. Hoxey,et al.  Full-scale testing to determine the wind loads on free-standing walls , 1996 .

[40]  David Surry,et al.  The Silsoe Building: a comparison of pressure coefficients and spectra at model and full-scale , 1992 .

[41]  J. Lumley,et al.  A First Course in Turbulence , 1972 .

[42]  Peter Richards,et al.  Computational and wind tunnel modelling of mean wind loads on the Silsoe structures building , 1992 .

[43]  D. Gottlieb,et al.  Numerical analysis of spectral methods : theory and applications , 1977 .

[44]  R. G. Deissler,et al.  On the nature of Navier-Stokes turbulence , 1989 .

[45]  C. G. Speziale Turbulence modeling for time-dependent RANS and VLES : a review , 1998 .

[46]  Shinji Kawamoto Improved turbulence models for estimation of wind loading , 1997 .

[47]  Michele Ciofalo,et al.  Large-eddy simulations of turbulent flow with heat transfer in simple and complex geometries using Harwell-FLOW3D , 1996 .

[48]  Nicholas John Cook,et al.  The Designer's Guide To Wind Loading Of Building Structures , 1986 .

[49]  Song Fu,et al.  Modelling strongly swirling recirculating jet flow with Reynolds-stress transport closures , 1987 .

[50]  A. C. Nikkelsen,et al.  Evaluation of the use of numerical K−ϵ model Kameleon II, for predicting wind pressures on building surfaces , 1995 .

[51]  Parviz Moin,et al.  Shear-free turbulent boundary layers. Part 1. Physical insights into near-wall turbulence , 1995, Journal of Fluid Mechanics.

[52]  A. Reynolds Turbulent flows in engineering , 1974 .

[53]  W. H. Melbourne,et al.  Turbulence and the leading edge phenomenon , 1993 .

[54]  W. Mccomb,et al.  The physics of fluid turbulence. , 1990 .