“…Profiles such as the vertical distribution of the wind velocity U ( y ), the turbulent kinetic energy k ( y ), and the energy dissipation ε ( y ) at the inlet are therefore simplified using equations , , and assuming a constant shear stress (Table ) with height (Richards & Hoxey, ): where U ( y ) is the wind velocity at a height of y (m), κ = 0.40 is the von Karman constant (Richards & Norris, ), u * is the wind shear velocity assuming a constant shear velocity with height, y is the height above the surface, y 0 is the surface roughness length (0.1 mm), and C μ = 0.085 is a constant in renormalization group k − ε (Richards & Norris, ). In addition, to generate a pressure gradient in the flow direction, fully developed conditions, that is, zero gradient along the streamwise direction, were assumed, and the relative static pressure ( P = 0 ) was set equal to zero at the outlet (Araújo et al, ; De Lima et al, ; Faria et al, ; Tian et al, ).…”