The mathematical model of two-dimensional vertical flow, in currently, is constructed by the classic average method which is integrated from the right to the left river bank of the three-dimensional Reynolds averaged Navier-Stokes equations; the average quantities received by this approach do not generalize by means of dual approach. This paper presents a dual approach to establish the two-dimensional vertical flow equations; the setup model will more complex than classic approach, the integral can be performed locally several times. In this paper, the Author performed twice integrals: (i) the first, integration from the right river bank to the intermediate vertical surface layer between the right bank and the left bank, and then (ii) the second, integration from the right bank to the left bank. The improved two-dimensional vertical flow model received from this dual approach allows the calculation of flow parameters is more accurate than the classical method. In other words, it provides some flexible parameters to adjust based on the field or experimental data.