Departament d'Enginyeria Civil i Ambiental (DECA), Laboratori d'Enginyeria Marítima (LIM), Universitat Politècnica de Catalunya – BarcelonaTech (UPC), C. Jordi Girona, 1–3, Barcelona, 08034, Catalunya, Spain
Departament d'Enginyeria Civil i Ambiental (DECA), Laboratori d'Enginyeria Marítima (LIM), Universitat Politècnica de Catalunya – BarcelonaTech (UPC), C. Jordi Girona, 1–3, Barcelona, 08034, Catalunya, Spain
Facultat de Ciències de la Terra, Universitat de Barcelona, Avinguda C. de Martí i Franquès, s/n, Barcelona, 08028, Catalunya, Spain
Manuel Espino
Departament d'Enginyeria Civil i Ambiental (DECA), Laboratori d'Enginyeria Marítima (LIM), Universitat Politècnica de Catalunya – BarcelonaTech (UPC), C. Jordi Girona, 1–3, Barcelona, 08034, Catalunya, Spain
Departament d'Enginyeria Civil i Ambiental (DECA), Laboratori d'Enginyeria Marítima (LIM), Universitat Politècnica de Catalunya – BarcelonaTech (UPC), C. Jordi Girona, 1–3, Barcelona, 08034, Catalunya, Spain
Departament d'Enginyeria Gràfica i de Disseny, Universitat Politècnica de Catalunya – BarcelonaTech (UPC), Avinguda Diagonal 647, Barcelona, 08034, Catalunya, Spain
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Total article views: 4,079 (including HTML, PDF, and XML)
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Total article views: 3,027 (including HTML, PDF, and XML)
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The LOCATE numerical model was developed to conduct Lagrangian simulations of the transport and dispersion of marine debris at coastal scales. High-resolution hydrodynamic data and a beaching module that used particle distance to the shore for land–water boundary detection were used on a realistic debris discharge scenario comparing hydrodynamic data at various resolutions. Coastal processes and complex geometric structures were resolved when using nested grids and distance-to-shore beaching.
The LOCATE numerical model was developed to conduct Lagrangian simulations of the transport and...
