Abstract
The distribution of the shear stress was same both laminar flow and turbulent flow in the case of one-dimensional uniform flow that the velocity varies only in a vertical direction. In this study, the shear stresses of laminar flow in the case of two-dimensional uniform flow, that the velocity varies in both vertical and transverse directions, were obtained theoretically in a rectangular open channel. In order to examine to what extent the solutions were conformed to two-dimensional turbulent flow, the comparisons between the theoretical solutions of boundary shear stress and the past experimental results of them in smooth open channel turbulent flow were done. As a result, it was shown that the mean shear stress on the side wall and channel bed accord with the experimental results well.