A Finite Volume Chimera Method for Fast Transient Dynamics in Compressible Flow Problems

Author(s):  
Alexis Picard ◽  
Nicolas Lelong ◽  
Olivier Jamond ◽  
Vincent Faucher ◽  
Christian Tenaud
2016 ◽  
Vol 26 (5) ◽  
pp. 1310-1327 ◽  
Author(s):  
Ghislain Tchuen ◽  
Pascalin Tiam Kapen ◽  
Yves Burtschell

Purpose – The purpose of this paper is to present a new hybrid Euler flux fonction for use in a finite-volume Euler/Navier-Stokes code and adapted to compressible flow problems. Design/methodology/approach – The proposed scheme, called AUFSRR can be devised by combining the AUFS solver and the Roe solver, based on a rotated Riemann solver approach (Sun and Takayama, 2003; Ren, 2003). The upwind direction is determined by the velocity-difference vector and idea is to apply the AUFS solver in the direction normal to shocks to suppress carbuncle and the Roe solver across shear layers to avoid an excessive amount of dissipation. The resulting flux functions can be implemented in a very simple manner, in the form of the Roe solver with modified wave speeds, so that converting an existing AUFS flux code into the new fluxes is an extremely simple task. Findings – The proposed flux functions require about 18 per cent more CPU time than the Roe flux. Accuracy, efficiency and other essential features of AUFSRR scheme are evaluated by analyzing shock propagation behaviours for both the steady and unsteady compressible flows. This is demonstrated by several test cases (1D and 2D) with standard finite-volume Euler code, by comparing results with existing methods. Practical implications – The hybrid Euler flux function is used in a finite-volume Euler/Navier-Stokes code and adapted to compressible flow problems. Originality/value – The AUFSRR scheme is devised by combining the AUFS solver and the Roe solver, based on a rotated Riemann solver approach.


2015 ◽  
Vol 1123 ◽  
pp. 27-30 ◽  
Author(s):  
Sudi Mungkasi ◽  
Andreas Prasetyadi ◽  
F.A.R. Sambada

We promote a finite volume method to solve a water hammer problem numerically. This problem is of the type of fast transient pipe flow. The mathematical model governing the problem is a system of two simultaneous partial differential equations. As the system is hyperbolic, our choice of numerical method is appropriate. In particular, we consider water flows through a pipe from a pressurized water tank at one end to a valve at the other end. We want to know the pressure and velocity profile in the pipe when the valve closes as a function of time. We find that the finite volume method is very robust to solve the problem.


Author(s):  
Sérgio Souza Bento ◽  
Leonardo Muniz de Lima ◽  
Ramoni Zancanela Sedano ◽  
Lucia Catabriga ◽  
Isaac P. Santos

2014 ◽  
Vol 185 (2) ◽  
pp. 479-488 ◽  
Author(s):  
Ghislain Tchuen ◽  
Ferdinand Fogang ◽  
Yves Burtschell ◽  
Paul Woafo

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