| dc.contributor.author | Didier, E.
|
pt_BR |
| dc.contributor.author | Neves, M. G.
|
pt_BR |
| dc.date.accessioned | 2013-01-04T15:43:45Z | pt_BR |
| dc.date.accessioned | 2014-10-20T13:36:01Z | pt_BR |
| dc.date.accessioned | 2017-04-13T12:12:36Z | |
| dc.date.available | 2013-01-04T15:43:45Z | pt_BR |
| dc.date.available | 2014-10-20T13:36:01Z | pt_BR |
| dc.date.available | 2017-04-13T12:12:36Z | |
| dc.date.issued | 2012-09 | pt_BR |
| dc.identifier.issn | 1053-5381 | pt_BR |
| dc.identifier.uri | https://repositorio.lnec.pt/jspui/handle/123456789/1004291 | |
| dc.description.abstract | This paper presents the new boundary condition implemented in the LNEC SPH numerical model based on the SPHysics model and on a standard Smoothed Particle Hydrodynamic formulation: the piston-type wave maker includes now dynamic wave absorption and allows simulating a semi-infinite flume. Verification of the active wave maker absorption is carried out through the simulation of the interaction between a regular incident wave and an impermeable vertical breakwater. Results show that the active wave-maker allows outgoing waves to be absorbed and reflection at the wave-maker to be avoided | pt_BR |
| dc.language.iso | eng | pt_BR |
| dc.rights | openAccess | pt_BR |
| dc.subject | Smoothed particle hydrodynamics (sph) | pt_BR |
| dc.subject | Wave dynamic absorption | pt_BR |
| dc.subject | Coastal engineering | pt_BR |
| dc.title | A Semi-Infinite Numerical Wave Flume using Smoothed Particle Hydrodynamics | pt_BR |
| dc.type | article | pt_BR |
| dc.description.figures | 11 | pt_BR |
| dc.description.tables | 0 | pt_BR |
| dc.description.pages | 193–199pp | pt_BR |
| dc.description.volume | 22, No. 3 | pt_BR |
| dc.description.sector | DHA/NPE | pt_BR |
| dc.description.magazine | International Journal of Offshore and Polar Engineering | pt_BR |