A MATLAB software platform for modelling vertically-integrated non-hydrostatic flows with moment equations

[EN] This work presents a software platform to compute depth-integrated non-hydrostatic coastal and open channel flows. The software is based on the Vertically-Averaged and Moment (VAM) equations model. The VAM model uses the weighted residual method to account for the non-hydrostaticity and non-uni...

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Detalles Bibliográficos
Autores: Gamero, Pedro, Cantero-Chinchilla, Francisco, Castro-Orgaz, Oscar, Bergillos-Meca, Rafael Jesús|||0000-0001-8674-5043
Tipo de recurso: artículo
Fecha de publicación:2020
País:España
Institución:Universitat Politècnica de València (UPV)
Repositorio:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
Idioma:inglés
OAI Identifier:oai:riunet.upv.es:10251/231777
Acceso en línea:https://riunet.upv.es/handle/10251/231777
Access Level:acceso abierto
Palabra clave:Non-hydrostatic flows
Depth-integrated model
Software platform
Coastal applications
Open channel tests
Descripción
Sumario:[EN] This work presents a software platform to compute depth-integrated non-hydrostatic coastal and open channel flows. The software is based on the Vertically-Averaged and Moment (VAM) equations model. The VAM model uses the weighted residual method to account for the non-hydrostaticity and non-uniformity of flow. After presenting the governing equations, numerical scheme and structure of the graphical user interface, the software is applied to solve coastal and open channel flow tests with significant non-hydrostaticity and non-uniformity of flow. The results are compared with hydrostatic model computations and laboratory measurements. Where a hydrostatic-based simulation poorly reproduces experimental observations, the higher-order model equations by this software platform generate excellent predictions. These findings highlight the potential of this user-friendly software platform for modeling open channel, river and nearshore flows and processes, where non-hydrostatic pressure and non-uniform velocity shall be accounted for, which entails a meaningful advance for the hydraulic community.