Abstract
The Galerkin finite element method based on the linear interpolation function and explicit numerical integration scheme in time is used. Three numerical examples are illustrated. The first example is the validation of the present method. The numerical results have compared with the experimental data and the analytical solution. Both results are well in agreement. The second example discusses the selection of the refinement of the finite element mesh and the time increment. Useful suggestion is presented for the selection of the time increment. The third example shows the computation of the direct-runoff flow over Ina basis of Tenryu River. The bed resistance is seen to have a significant effects both on the flow pattern and on the computational stability. The finite element method presented in this paper is shown to be adaptable for the prediction analysis of flow change due to structures.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
