Modelos de transporte de sedimentos por oleaje y su aplicaci´on a diferentes escalas de tiempo
Abstract
The scope of this work is to establish the most important parameters of 3 numerical models that represents the transport of se-diments on the shore, being this, the most important natural process. Taking into account the time dependent classification of the solutions, 3 models are presented and characterized: short, medium, and long term. In a study case, the limits of appli-cation are defined, and also the tendencies of the system, and disadvantages of each model. Results are generated within the limits of application of the models, and the obtained results have good quality. If the initial conditions and the information of the coastal zone are reliable, the represen-tability will be correct.
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References
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Trouw, K. J. M., Zimmermann, N., Mathys, M., Delgado, R., y Roelvink, D. (2012). Numerical modelling of hydrodynamics and sediment transport in the surf zone: a sensitivity study with different types of numerical models. Coastal Engineering Proceedings, 1 (33), 23.
Baart, F., Den Bieman, J. P., Van Koningsveld, M., Parteli, E., Plant, N., and Roelvink, J. (2012). An integrated coastal model for aeolian and hydrodynamic sediment transport.
Dean, R.G. (1977). Equilibrium beach profiles: U.S. Atlantic and Gulf coasts. Ocean Engineering Report No. 12, Newark, Delaware: University of Delaware, Depart-ment of Civil Engineering.
Hanson, H. y Kraus, N.C., 1989. GENESIS-Generalized model for simulating shoreline change. Vol. 1: Reference Manual and Users Guide. Tech. Rep. CERC-89-19, Coastal Engineering Research Center, U.S. Army Corps of Engineers, 247pp.
Kriebel, D.K. y Dean, R.G. (1985). Numerical simulation of time-dependent beach and dune erosion, Coastal Enginee-ring, Elsevier, Vol. 9, pp. 221-245.
Larson, M.; Kraus, N.C. y Hanson, H.(1990). Decoupled numerical model of three-dimensional beach range. Proc. 22nd Coastal Engineering Conference, ASCE, pp. 2173-2185.
Lesser, G.R. (2009). An approach to medium-term coastal morphological modeling. PhD dissertation, Unesco-IHE Institute for Water Education and Delft University of Technology, The Netherlands.
Pelnard-Consider´e, R. (1956). Essai de Th´eorie de l’´Evolution des Formes de Ri-vages en Plage de Sable et de Galets, 4`eme Journ´ees de l’Hydraulique, les ´Energies de la Mer, Question III, Reporte no 1, pp. 289-298.
Roelvink, J., Reniers, A., van Dongeren, A., van Thiel de Vries, J. S. M., McCall, R., y Lescinski, J. (2009). Mo-delling storm impacts on beaches, dunes and barrier islands. Coastal Engineering, 56(11-12):1133–1152.
Trouw, K. J. M., Zimmermann, N., Mathys, M., Delgado, R., y Roelvink, D. (2012). Numerical modelling of hydrodynamics and sediment transport in the surf zone: a sensitivity study with different types of numerical models. Coastal Engineering Proceedings, 1 (33), 23.
Published
2020-06-30
How to Cite
Gonz´alez V´azquezJ. A., Del Valle Morales, J., & G´omez ReyesE. (2020). Modelos de transporte de sedimentos por oleaje y su aplicaci´on a diferentes escalas de tiempo. Contactos, Revista De Educación En Ciencias E Ingeniería, (116), 53 - 68. Retrieved from https://contactos.izt.uam.mx/index.php/contactos/article/view/59
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