Abstract / Description of output
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 disconti- nuity 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.
Original language | English |
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Pages (from-to) | 688-696 |
Number of pages | 9 |
Journal | Journal of Hydraulic Engineering |
Volume | 129 |
Issue number | 9 |
DOIs | |
Publication status | Published - 2003 |
Keywords / Materials (for Non-textual outputs)
- two-phase flow
- water waves
- hydraulic systems
- flow simulation
- interface phenomena