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As part of this work, the spatial variation of shear stresses has been investigated and compared to an existing street canyon shear stress model. This model reproduces several of the salient characteristics of the actual shear stresses in an urban street canyon including, very low stresses deep in the canopy, maximum stresses at the roof top level and decreasing stresses in the remainder of the roughness sublayer. In this paper the above model is compared with actual data from the Oklahoma city street canyon. In particular the heat flux and shear stresses are quantified and compared to the model. Initial results suggests that the shear stress inside the street canyon is very low and almost zero, obeying with the model.
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