A geometric model of both the buildings and the terrain is provided by WSP Environmental in the form of SAT files. These are imported into ANSYS and "subtracted" from an encompassing cylindrical volume, leaving the total air surrounding the buildings and terrain. It is this air volume that is used for analysis. The air volume is then meshed, with a refined mesh being generated on the surface of the buildings and at ground level to enable a better resolution of the boundary layer flow. Based on previous analyses, WSP mandates using an RNG turbulence model. Consequently, the boundary layer thickness and number of layers are adjusted to account for predominantly turbulent flow around the building development.
The wind loading conditions are characterised by a formula involving the average wind speed, a terrain factor and a height index and by the direction of wind. Knowing the wind direction means that certain nodes on the outer boundary of the air domain are selected, so that the wind velocity can be applied to them as a load. The programme then calculates the wind velocities along the ground, through and around the buildings.
The calculated wind velocities are presented as velocity contours at a height of 1.5m above ground as requested by WSP. Examples of these plots are shown below for the Shanghai Plaza project. Note how the addition of mitigation features - shown by the dotted red arrows - has reduced the wind speed around the corner of the building. |