Abstract
Smoothed Particle Hydrodynamics (SPH) is the most widely established mesh-free method which has been used in several fields as astrophysics, solids mechanics and fluid dynamics. In the particular case of computational fluid dynamics, the model is beginning to reach a maturity that allows carrying out detailed quantitative comparisons with laboratory experiments. Here the state-of-the-art of the classical SPH formulation for free-surface flow problems is described in detail. This is demonstrated using dam-break simulations in 2-D and 3-D. The foundations of the method will be presented using different derivations based on the method of interpolants and on the moving least-squares approach. Different methods to improve the classic SPH approach such as the use of density filters and the corrections of the kernel function and its gradient are examined and tested on some laboratory cases.
Original language | English (US) |
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Pages (from-to) | 6-27 |
Number of pages | 22 |
Journal | Journal of Hydraulic Research |
Volume | 48 |
Issue number | SUPPL. 1 |
DOIs | |
State | Published - 2010 |
Funding
This work was partially supported by Xunta de Galicia under project PGIDIT06PXIB383285PR. This work has also been supported by the U.K. Flood Risk Management Research Consortium II (FRMRC) and E.U. Marie Curie ToKIAP Project No.: 42350 (European SPH Initiative — ESPHI). RAD was partially supported by the Office of Naval Research, Coastal Geoscience Program.
Keywords
- Computational fluids
- SPH
- dam break
- density correction
- kernel correction
- smoothed particle hydrodynamics
ASJC Scopus subject areas
- Civil and Structural Engineering
- Water Science and Technology