NUMERICAL MODELING OF 2-D WATER IMPACT IN ONE DEGREE OF FREEDOM

dc.creatorSEIF, MOHAMMED S.
dc.creatorMOUSAVIRAAD, SEYED M.
dc.creatorSADDATHOSSEINI, SEYED H.
dc.creatorBERTRAM, VOLKER
dc.date2017-11-21
dc.date.accessioned2022-12-20T20:04:23Z
dc.date.available2022-12-20T20:04:23Z
dc.identifierhttp://revistas.uach.cl/index.php/sintec/article/view/802
dc.identifier10.4206/sint.tecnol.2005.v2n2-06
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/5425844
dc.descriptionThe Reynolds-averaged Navier-Stokes equations are solved in a commercial flow solver to compute the water impact of two-dimensional simple geometries, entering the water in vertical motion of constant speed. The simulation shows better agreement with measurements than classical theories and potential flow solutions. Surface tension and viscosity are shown to be negligible in this application, but gravity is important. A tilt of wedges introduces an asymmetry in the flow increasing maximum pressures as compared to the perfectly symmetric case.es-ES
dc.languageeng
dc.publisherFacultad de Ciencias de la Ingeniería, Univesidad Austral de Chile.es-ES
dc.relationhttp://revistas.uach.cl/index.php/sintec/article/view/802/816
dc.rightsDerechos de autor 2005 Síntesis Tecnológicaes-ES
dc.sourceSíntesis Tecnológica; Vol. 2 Núm. 2 (2005); 79-83es-ES
dc.source0718-025X
dc.subjectwater entryes-ES
dc.subjectNavier-Stokeses-ES
dc.subjectfree surfacees-ES
dc.titleNUMERICAL MODELING OF 2-D WATER IMPACT IN ONE DEGREE OF FREEDOMes-ES
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeArtículo revisado por pareses-ES


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