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ers or regions inner regions and external regions Flow in the external regions uses the standard k e model whereas ow in the inner regions use a one-equation k-model approach (for details see Norris & Reynolds 1975) Results comparing this method with a conventional k e approach for both surface-normal and quartering winds are compared with experimental data sourced from the literature They conclude that ow separation is correctly predicted by the two-layer model but not by the standard k e model The latter also overpredicts the suction pressure across the roof edge Ehrhard & Moussiopoulos (2000) argue that much of the work that has concentrated on re ning and improving k e for WFAB problems has failed to make a signi cant impact on accuracy in all regions of typical wind ow elds.

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They go on to develop a new non-linear turbulence model, the premise of which is to retain terms up to cubic level (the majority of conventional turbulence models being based on linear or quadratic stress strain relationships) Results generated with experimental comparisons from a BLWT for ow over a surface mounted cube and an asymmetric street canyon both show an improvement over the conventional k e approach Kawamoto (1997) has compared two types of k e f model with standard k e for the prediction of wind pressure coef cients around buildings In this approach, f is an anisotropy parameter of Reynolds stresses and is set to decrease with an adverse pressure gradient and to increase with a favourable pressure gradient.

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Two model structures are developed one in which surface-impingement and adverse pressure gradients are treated separately, and a simpler model structure in which adverse and impingement pressure gradients are combined It is concluded that both model structures give signi cant improvement over standard k e for predicting pressure distributions over buildings Signi cant work is reported in the literature on the application of LES for WFAB problems Murakami (1998) has reviewed the available turbulence models for computational wind engineering problems, identifying special modelling problems for ow around buildings due to impingement, bluff body sharp edges and in ow/out ow boundary condition speci cation Approaches based on direct numerical simulation (DNS), LES and Reynoldsaveraged (RANS) methods are focused on, as are modi cations to the standard k e method to minimise its classical problem of over-generating k in the impingement zone.

Tutar & Oguz (2002) also conducted a comparative assessment of different methods focusing on k e, RNG k e, RNG sub-grid scale and Smagorinsky sub-grid scale methods They looked at turbulent wind ow around two parallel buildings with different wind directions and geometries Results compared with experimental data suggest that the RNG sub-grid scale model gives better results than other turbulence models Nozawa & Tamura (2002) considered the problem of specifying boundary inlet conditions in WFAB domains with turbulent approaching ows They developed patterns of inlet boundary conditions for sites with both smooth and rough surfaces, concluding that results strongly depend on the turbulence intensity of the approaching ow Thomas & Williams (1999) also noted the importance of giving an accurate speci cation of boundary ow characteristics and in ow turbulence in BLWT applications, and investigated a method for developing this speci cation speci cally for LES applications.

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