The flow past a cubic ground-mounted obstacle placed in a turbulent wind en
vironment is studied using the large eddy simulation technique. The wind en
vironment is taken from a pre-computed database containing the time-depende
nt inflow boundary conditions and representing a typical full-scale urban w
ind environment (Jenson number J = 60). The Reynolds number R = 10 000 is h
igh enough for viscous scaling effects to be ignored, the turbulence intens
ity is about 15% at the cube height, and the integral length L-x(u) is abou
t 1.1 times the cube height h. The cube is aligned with one corner pointing
upstream so that a pair of conical roof vortices are created. The computat
ional grid used is effectively 362 x 226 x 98 in the streamwise, spanwise,
and vertical directions, i.e. about 3 x 10(7) degrees of freedom, and uses
32 grid points along the sides of the cube. Two simulations are performed:
(a) the flow with the cube absent so that the reference wind environment ca
n be assessed; and (b) the flow past the cube for that wind environment. We
present the flow topology as given by the mean streamlines, the roof press
ures, the mean and fluctuating velocity and pressure field, and flow visual
isation of the unsteady vortex shedding. A new shedding mechanism is identi
fied which explains the turbulence statistics found in the wake. (C) 1999 P
ublished by Elsevier Science Ltd. All rights reserved.