INFLUENCE OF TOPOGRAPHY ON WIND PRESSURES IN TANKS USING CFD

The influence of topography on wind pressures acting on structures has been of interest to the civil engineering community for some time; how- ever, because of the complexity of the problem, only few cases have been solved. The evaluation of pres- sures in tanks located in hills is one of those complex problems and has not been addressed in the litera- ture. This paper presents a computational fluid dy- namics simulation of the problem, in which the do- main including the hill and the tank is discretized us- ing finite elements. The results show that the actual location of the tank with respect to a hill has a signif- icant influence on the pressures, so that tanks locat- ed at the top of a hill undergo severe increases in pressure coefficients and also changes in pressure distributions around the tank.

[1]  W. H. Melbourne,et al.  Turbulence effects on some aerodynamic parameters of a circular cylinder at supercritical numbers , 1983 .

[2]  Kenny C. S Kwok,et al.  Wind loads on circular storage bins, silos and tanks: I. Point pressure measurements on isolated structures , 1988 .

[3]  Luis A. Godoy,et al.  Wind pressures and buckling of cylindrical steel tanks with a conical roof , 2005 .

[4]  J. Finnigan,et al.  A wind-tunnel model study of forced convective heat transfer from cylindrical grain storage bins , 1982 .

[5]  Francis J. Maher Wind Loads in Dome-Cylinder and Dome-Cone Shapes , 1966 .

[6]  V. C. Patel,et al.  Numerical simulation of wind flow over hilly terrain , 2000 .

[7]  Theodore Stathopoulos,et al.  Effects of upstream two-dimensional hills on design wind loads: a computational approach , 2006 .

[8]  Kenny C. S Kwok,et al.  Wind loads on circular storage bins, silos and tanks. II. Effect of grouping. , 1990 .

[9]  W. H. Melbourne,et al.  TURBULENCE EFFECTS ON SOME AERODYNAMIC PARAMETERS OF A CIRCULAR CYLINDER AT SUPERCRITICAL REYNOLDS NUMBERS , 1984 .

[10]  Luis A. Godoy,et al.  Nonlinear dynamics of above-ground thin-walled tanks under fluctuating pressures , 2005 .

[11]  J. Hunt,et al.  Turbulent wind flow over a low hill , 1975 .

[12]  P. C. Annis,et al.  Wind forces and their influence on gas loss from grain storage structures , 1976 .

[13]  Shuzo Murakami,et al.  Corrigendum to “Numerical simulation of flow over topographic features by revised k−ε models” [Journal of Wind Engineering and Industrial Aerodynamics 91 (2003) 231–245] , 2003 .

[14]  A. Davenport,et al.  SIMPLE APPROXIMATIONS FOR WIND SPEED-UP OVER HILLS , 1988 .

[15]  R. J. Holroyd,et al.  On the behaviour of open-topped oil storage tanks in high winds. Part I. Aerodynamic aspects , 1983 .

[16]  George Bergeles Numerical calculation of turbulent flow around two-dimensional hills , 1985 .

[17]  N. Null Minimum Design Loads for Buildings and Other Structures , 2003 .

[18]  Luis A. Godoy,et al.  Shielding effects and buckling of steel tanks in tandem arrays under wind pressures , 2005 .

[19]  D. M. Purdy,et al.  Model studies of wind loads on flat-top cylinders. , 1967 .

[20]  Kenny C. S Kwok,et al.  Wind loads on circular storage bins, silos and tanks III. Fluctuating and peak pressure distributions , 1990 .

[21]  P. Taylor Turbulent boundary-layer flow over low and moderate slope hills , 1998 .