scholarly journals Solution of 2D Navier–Stokes equation by coupled finite difference-dual reciprocity boundary element method

2011 ◽  
Vol 35 (5) ◽  
pp. 2110-2121 ◽  
Author(s):  
Parviz Ghadimi ◽  
Abbas Dashtimanesh
1991 ◽  
Vol 23 (1-3) ◽  
pp. 517-524
Author(s):  
M. Kanoh ◽  
T. Kuroki ◽  
K. Fujino ◽  
T. Ueda

The purpose of the paper is to apply two methods to groundwater pollution in porous media. The methods are the weighted finite difference method and the boundary element method, which were proposed or developed by Kanoh et al. (1986,1988) for advective diffusion problems. Numerical modeling of groundwater pollution is also investigated in this paper. By subdividing the domain into subdomains, the nonlinearity is localized to a small region. Computational time for groundwater pollution problems can be saved by the boundary element method; accurate numerical results can be obtained by the weighted finite difference method. The computational solutions to the problem of seawater intrusion into coastal aquifers are compared with experimental results.


2007 ◽  
Author(s):  
Jure Ravnik ◽  
Leopold Škerget ◽  
Zoran Žunič ◽  
Theodore E. Simos ◽  
George Psihoyios ◽  
...  

2016 ◽  
Vol 5 (2) ◽  
Author(s):  
Yessy Yusnita

In the real situation, the vehicle flow velocity on a road are not always in an equilibrium situation. The Kerner Konhäuser model illustrate that the vehicle flow velocity is an application of the Navier Stokes equation. The model is solved numerically by using the finite difference approach to calculate the flow velocity. The result will be used in solve the conservation equations in order to the density of traffic flow. The Simulation is carried on a single-lane road section. The results show that the vehicle flow velocity will increase if the density of the traffic flow decreases and the vehicle flow velocity will decrease if the density of traffic flow increases.


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