dc.creatorGomez Valentin, Manuel
dc.creatorSanchez Cordero, Esteban Remigio
dc.creatorBladé Castellet, Ernest
dc.date.accessioned2023-03-16T17:08:35Z
dc.date.accessioned2023-05-22T16:33:33Z
dc.date.available2023-03-16T17:08:35Z
dc.date.available2023-05-22T16:33:33Z
dc.date.created2023-03-16T17:08:35Z
dc.date.issued2017
dc.identifier00000000000
dc.identifier2220-6426
dc.identifierhttp://dspace.ucuenca.edu.ec/handle/123456789/41479
dc.identifierhttps://ispranproceedings.elpub.ru/jour/article/view/435/233
dc.identifier10.15514/ISPRAS-2017-29(6)-20
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/6326282
dc.description.abstractThis paper presents a 3D numerical analysis of flow field patterns in a dam break laboratory scale by applying the numerical code based on Finite Volume Method (FVM), OpenFOAM. In the numerical model the turbulence is treated with RANS methodology and the VOF (Volume of Fluid) method is used to capture the free surface of the water. The numerical results of the code are assessed against experimental data. Water depth and pressure measures are used to validate the numerical model. The results demonstrate that the 3D numerical code satisfactorily reproduce the temporal variation of these variables.
dc.languagees_ES
dc.publisherInstitute for System Programming of the RAS
dc.sourceТруды Института системного программирования РАН
dc.subject3D
dc.subjectRANS
dc.subjectRNG
dc.subjectOpenFOAM
dc.subjectDam break
dc.titleThree-dimensional numerical analysis of a dam-break using OpenFOAM
dc.typeARTÍCULO DE CONFERENCIA


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