سال انتشار: ۱۳۸۴

محل انتشار: پنجمین کنفرانس هیدرولیک ایران

تعداد صفحات: ۸

نویسنده(ها):

M. R. Hashemi – Department of Civil Engineering, Shiraz University, Shiraz
M. J. Abedini – Department of Civil Engineering, Shiraz University, Shiraz
M. Nasseri – Department of Civil Engineering, Tehran University, Tehran

چکیده:

This research focuses on evaluating Differential Quadrature Method (DQM) for numerical simulation of steady nonuniform open channel flow. To the best of authors’ knowledge, this is the first endeavor to exploit DQM for flow computations in open channels. The governing equations of steady nonuniform open channel flow are discretized using DQM rules and the resulting system of equations are used to compute water depth at preselected grid points. For confirmation of results and evaluation of the accuracy of the method, a few examples having analytical solutions and comparison with HEC-RAS solutions are considered. In conclusion, the DQM was found to be simple to implement, efficient and accurate compared to other existing methods using even less grid points in the spatial domain. The results could find direct application in river training works where fewer cross sections has a major impact on reducing surveying cost.