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Cartesian Cut Cell Two-Fluid Solver for Hydraulic Flow Problems
Authors:L. Qian  D. M. Causon  D. M. Ingram  C. G. Mingham
Affiliation:1Research Fellow, Dept. of Computing and Mathematics, The Manchester Metropolitan Univ., Manchester M1 5GD, England.
2Professor, Dept. of Computing and Mathematics, The Manchester Metropolitan Univ., Manchester M1 5GD, England.
3Reader, Dept. of Computing and Mathematics, The Manchester Metropolitan Univ., Manchester M1 5GD, England.
4Senior Lecturer, Dept. of Computing and Mathematics, The Manchester Metropolitan Univ., Manchester M1 5GD, England.
Abstract:A two-fluid solver which can be applied to a variety of hydraulic flow problems has been developed. The scheme is based on the solution of the incompressible Euler equations for a variable density fluid system using the artificial compressibility method. The computational domain encompasses both water and air regions and the interface between the two fluids is treated as a contact discontinuity in the density field which is captured automatically as part of the solution using a high resolution Godunov-type scheme. A time-accurate solution has been achieved by using an implicit dual-time iteration technique. The complex geometry of the solid boundary arising in the real flow problems is represented using a novel Cartesian cut cell technique, which provides a boundary fitted mesh without the need for traditional mesh generation techniques. A number of test cases including the classical low amplitude sloshing tank and dam-break problems, as well as a collapsing water column hitting a downstream obstacle have been calculated using the present approach and the results compare very well with other theoretical and experimental results. Finally, a test case involving regular waves interacting with a sloping beach is also calculated to demonstrate the applicability of the method to real hydraulic problems.
Keywords:Water flow  Compressibility  Free surface  Air water interactions  
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