Morfodinámica de la costa de Riohacha. Análisis y estrategias de protección

Incluye índice de figuras y de tablas

Autores:: Arrieta A, Yeison

Tipo de recurso:: Book

Fecha de publicación:: 2025

Institución:: Universidad de la Guajira

Repositorio:: Repositorio Uniguajira

Idioma:: spa

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dc.title.spa.fl_str_mv	Morfodinámica de la costa de Riohacha. Análisis y estrategias de protección
title	Morfodinámica de la costa de Riohacha. Análisis y estrategias de protección
spellingShingle	Morfodinámica de la costa de Riohacha. Análisis y estrategias de protección Caribe colombiano Erosión de playas Eventos de tormenta Modelación numérica Estructuras de protección Colombian Caribbean, protection structures. Beach erosion Storm events Numerical modeling Protection structures
title_short	Morfodinámica de la costa de Riohacha. Análisis y estrategias de protección
title_full	Morfodinámica de la costa de Riohacha. Análisis y estrategias de protección
title_fullStr	Morfodinámica de la costa de Riohacha. Análisis y estrategias de protección
title_full_unstemmed	Morfodinámica de la costa de Riohacha. Análisis y estrategias de protección
title_sort	Morfodinámica de la costa de Riohacha. Análisis y estrategias de protección
dc.creator.fl_str_mv	Arrieta A, Yeison
dc.contributor.author.none.fl_str_mv	Arrieta A, Yeison
dc.subject.proposal.spa.fl_str_mv	Caribe colombiano Erosión de playas Eventos de tormenta Modelación numérica Estructuras de protección
topic	Caribe colombiano Erosión de playas Eventos de tormenta Modelación numérica Estructuras de protección Colombian Caribbean, protection structures. Beach erosion Storm events Numerical modeling Protection structures
dc.subject.proposal.eng.fl_str_mv	Colombian Caribbean, protection structures. Beach erosion Storm events Numerical modeling Protection structures
description	Incluye índice de figuras y de tablas
publishDate	2025
dc.date.accessioned.none.fl_str_mv	2025-11-06T16:34:25Z
dc.date.available.none.fl_str_mv	2025-11-06T16:34:25Z
dc.date.issued.none.fl_str_mv	2025
dc.type.none.fl_str_mv	Libro
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dc.identifier.isbn.none.fl_str_mv	978-628-7718-99-9
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dc.relation.references.none.fl_str_mv	Aleman, N., Robin, N., Certain, R., Anthony, E. J. & Barusseau, J. P. (2015). Longshore variability of beach states and bar types in a microtidal, storm-influenced, low-energy environment. Geomorphology, 241, 175–191. https://doi. org/10.1016/j.geomorph.2015.03.029 Aleman, N., Robin, N., Certain, R., Barusseau, J.-P. & Gervais, M. (2013). Net offshore bar migration variability at a regional scale: Inter-site comparison (Languedoc- Roussillon, France). Journal of Coastal Research, (Fort Lauderdale 2.65), 1715–1720. https://doi.org/http://dx.doi. org/10.1108/17506200710779521 Almar, R., Castelle, B., Ruessink, B. G., Sénéchal, N., Bonneton, P. & Marieu, V. (2010). Two and three dimensional double sandbar system behaviour under intense wave forcing and a meso-macro tidal range. Continental Shelf Research, 30(7), 781–792. https://doi.org/10.1016/j.csr.2010.02.001 Angnuureng, D. B., Almar, R., Senechal, N., Castelle, B., Addo, K. A., Marieu, V. & Ranasinghe, R. (2017). Shoreline resilience to individual storms and storm clusters on a meso-macrotidal barred beach. Geomorphology, 290(February), 265–276. https://doi.org/10.1016/j.geomorph.2017.04.007 Arifin, R. R. & Kennedy, A. B. (2011). The evolution of large scale crescentic bars on the northern Gulf of Mexico coast. Marine Geology, 285(1–4), 46–58. https:// doi.org/10.1016/j.margeo.2011.04.003 Armaroli, C. & Ciavola, P. (2011). Dynamics of a nearshore bar system in the northern Adriatic: A video-based morphological classification. Geomorphology, 126(1–2), 201–216. https://doi.org/10.1016/j.geomorph.2010.11.004 Bart, L. (2017). Long-term modelling with XBeach: Combining stationary and surfbeat mode in an integrated approach. Master Thesis Technical University of Delft, 1–108. Bertoni, D. & Sarti, G. (2011). On the profile evolution of three artificial pebble beaches at Marina di Pisa, Italy. Geomorphology, 130(3–4), 244–254. https:// doi.org/10.1016/j.geomorph.2011.04.002 Berrio, Y. (2018). Evaluación morfodinámica con esquemas de protección costera en las playas de Riohacha, La Guajira. Tesis de maestría. Universidad del Norte Birkemeier, B. W. A. & Asce, A. M. (1985). Field Data on Seaward Limit of Profile Change. Journal Waterway, Port, Coastal and Ocean Engineering, 111(3), 598–602. Bodge, K. R. (2003). Design Aspects of Groins and Jetties. Advances in Coastal Structure Design, 181–199. Booij, N., Ris, R. C. & Holthuijsen, L. H. (1999). A third-generation wave model for coastal regions: 1. Model description and validation. Journal of Geophysical Research, 104(C4), 7649–7666. https://doi.org/10.1029/98JC02622 Castelle, B., Marieu, V., Bujan, S., Splinter, K. D., Robinet, A., Sénéchal, N. & Ferreira, S. (2015). Impact of the winter 2013-2014 series of severe Western Europe storms on a double-barred sandy coast: Beach and dune erosion and megacusp embayments. Geomorphology, 238, 135–148. https://doi. org/10.1016/j.geomorph.2015.03.006 Castillo, M. & Gamarra, E. (2014). Shoreline multi-temporal analysis on Tierra bomba island and flood map projection by mean sea level. Boletín Científico CIOH, 32, 163–177. Cobos, M., Chiapponi, L., Longo, S., Baquerizo, A. & Losada, M. A. (2017). Ripple and sandbar dynamics under mid-reflecting conditions with a porous vertical breakwater. Coastal Engineering, 125(December 2016), 95–118. https:// doi.org/10.1016/j.coastaleng.2017.04.006 Cooper, J. A. G. & Pilkey, O. H. (2004). Sea-level rise and shoreline retreat: Time to abandon the Bruun Rule. Global and Planetary Change, 43(3–4), 157–171. https://doi.org/10.1016/j.gloplacha.2004.07.001 COPERNICUS. (2016). Obtenido de Marine Environment Monitoring Service: http://marine.copernicus.eu/web/69-interactive-catalogue.php?option=- com_csw&view=details&product_id=GLOBAL_ANALYSIS_FORECAST_ PHYS_001_002. Dabees, M. & Kamphuis, W. J. (1998). Oneline, a Numerical Model for Shoreline Change. 26th Coastal Engineering Conference, 2668–2681. https://doi.org/ http://dx.doi.org/10.1061/9780784404119.202 Daly, C. (2009). Low Frequency Waves in the Shoaling and Nearshore Zone A Validation of XBeach. M.Sc. Thesis Delft University of Technology Faculty, (June), 132. Davidson-Arnott, R. G. D. (2005). Conceptual Model of the Effects of Sea Level Rise on Sandy Coasts. Journal of Coastal Research, 216(6), 1166–1172. https:// doi.org/10.2112/03-0051.1 Dean, R. (1977). Equilibrium beach profiles: U.S. Atlantic and Gulf coasts. Nerwark. Dept. of Civil Engineering and College of Marine Studies, University of Delaware De Schipper, M. A., Reniers, A. J. H. M., Ranasinghe, R. & Stive, M. J. F. (2014). The influence of sea state on formation speed of alongshore variability in surf zone sand bars. Coastal Engineering, 91, 45–59. https://doi.org/10.1016/j. coastaleng.2014.05.001 Díaz, J. M., Barrios, L. & Gómez-López, D. (2003). Las praderas de pastos marinos en Colombia. Estructura y distribución de un ecosistema estratégico. Instituto de Investigaciones Marinas y Costeras “José Benito Vives De Andréis” INVEMAR. Serie Publicaciones Especiales – Nº 10 Dubarbier, B., Castelle, B., Marieu, V. & Ruessink, G. (2015). Process-based modeling of cross-shore sandbar behavior. Coastal Engineering, 95, 35–50. https:// doi.org/10.1016/j.coastaleng.2014.09.004 Falchetti, S., Conley, D. C., Brocchini, M. & Elgar, S. (2010). Nearshore bar migration and sediment-induced buoyancy effects. Continental Shelf Research, 30(2), 226–238. https://doi.org/10.1016/j.csr.2009.11.005 GIOC. Grupo de Ingeniería Oceanográfica y de Costas. (2000). Documento de referencia, volumen 2: Procesos litorales. Universidad de Cantabria Grasso, F., Michallet, H. & Barthélemy, E. (2011). Experimental simulation of shoreface nourishments under storm events: A morphological, hydrodynamic, and sediment grain size analysis. Coastal Engineering, 58(2), 184–193. https:// doi.org/10.1016/j.coastaleng.2010.09.007 Grasso, F., Michallet, H., Certain, R. & Barthélemy, E. (2009). Experimental Flume Simulation of Sandbar Dynamics. Journal of Coastal Research, 54–58. Hanson, H. (1989). Genesis: A Generalized Shoreline Change Numerical Model. Journal of Coastal Research, 5(1), 1–27. https://doi.org/10.2307/4297483 IDEAM & Instituto de Hidrológico Meteorología y Estudios Ambientales. (2008). Caracterización climática de variables océano-atmosféricas sobre el Caribe colombiano, 59–111. Retrieved from http://www.ideam.gov.co/documents/ 21021/23877/clima+caribe.pdf/be79801d-24f3-4544-bc79-6a20ef186cca INVEMAR & CORPOGUAJIRA. (2008). Caracterización de la zona costera del departamento de La Guajira: Una aproximación para su manejo integrado, 48. Karunarathna, H., Horrillo-Caraballo, J. M. & Reeve, D. E. (2012). Prediction of cross-shore beach profile evolution using a diffusion type model. Continental Shelf Research, 48, 157–166. https://doi.org/10.1016/j.csr.2012.08.004 Kolokythas, G. K., Silva, R. & Delgado Blanco, M. R. (2016). Morphological evolution of a bed profile induced by a storm event at the Belgian coast predicted by Xbeach model. The Proceedings of the Twenty-Sixth (2016) International Ocean and Polar Engineering Conference, Rhodes, Greece, June 26 - July 1, 2016, 1239. Kumar, A. Arun and Kunte, Pravin, (2012), Coastal vulnerability assessment for Chennai, east coast of India Using Geospatial Techniques, Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, 64, issue 1, p. 853-872. Lanckriet, T., Trouw, K., Zimmermann, N., De Maerschalk, B. & Suzuki, T. (2015). The effect of wave directional spreading in morphological models: hindcast of the impact of the Saint Nicholas storm on the Belgian coast. NCK - Days 2015: Book of Abstracts, March 18-20, 2015, 56(2009), 69. Larson, M. & Nicholas, K. (1989). DTIC. Coastal Engineering Research Center, 2(90 06 15 010), 1–108. Lavalle, C., Gómez, C. R., Baranzelli Lippmann, T. C. & Holman, R. a. (1990). The spatial and temporal variability of sand bar morphology. Journal of Geophysical Research, 95(C7), 11575. https:// doi.org/10.1029/JC095iC07p11575 Losada, I., Medina, R., Losada, M. & Vidal, C. (1995). Modelos hidrodinámicos y de transporte de sedimentos. Ingeniería Del Agua, 2(Extra), 99–118. Márquez, E. & Rosado, J. R. (2011). Clasificación e impacto ambiental de los residuos sólidos generados en las playas de Riohacha, La Guajira, Colombia. Revista Facultad de Ingeniería, (60), 118–128. Morang, A. & Parson, L. (2008). Coastal terminology and geologic environments. Coastal Engineering Manual, IV (Coastal Geology of Engineer Manual 1110- 2-1100, chapter IV-1. U.S. Army Corps of Engineers, Washington, DC.). National Hurricane Center. (2017). Atlantic Tropical Cyclones and Disturbances. Retrieved from https://www.nodc.noaa.gov/gocd/index.html NOAA. (2015). NCDI Standard Online Product: Global Ocean Currents Database (GOCD) (NCEI Accession 0093183). NOAA National Centers for Environmental Information. Dataset. Retrieved from http://www.nhc.noaa.gov/ NOAA - NCEP. (2016). NCEP North American Regional Reanalysis: NARR. Recuperado el 05 de 01 de 2016 Pape, L. & Ruessink, B. G. (2011). Neural-network predictability experiments for nearshore sandbar migration. Continental Shelf Research, 31(9), 1033– 1042. https://doi.org/10.1016/j.csr.2011.03.009 Phillips, M. S., Harley, M. D., Turner, I. L., Splinter, K. D. & Cox, R. J. (2017). Shoreline recovery on wave-dominated sandy coastlines: The role of sandbar morphodynamics and nearshore wave parameters. Marine Geology, 385, 146–159. https://doi.org/10.1016/j.margeo.2017.01.005 Price, T. D. & Ruessink, B. G. (2011). State dynamics of a double sandbar system. Continental Shelf Research, 31(6), 659–674. https://doi.org/10.1016/j. csr.2010.12.018 Ranasinghe, R. & Turner, I. L. (2006). Shoreline response to submerged structures: A review. Coastal Engineering, 53(1), 65–79. https://doi.org/10.1016/j. coastaleng.2005.08.003 Rangel-Buitrago, N. & Posada-Posada, B. (2005). Geomorfología y procesos del departamento de Córdoba, Caribe colombiano (Sector paso Nuevo -Cristo Rey. Boletín No 895 Del Instituto de Investigaciones Marinas y Costeras - INVEMAR, 34(0122–9761), 101–119 Rangel, N. (2009). Contribución Antropogénica a Los Cambios Geomorfológicos y Evolución Reciente de la Costa Caribe Colombiana. Revista Gestión y Ambiente, 12(2), 43–56. Rangel-Buitrago, N. & Anfuso, G. (2013). Erosion and morphological impacts in the Caribbean coast of Colombia. Ribas, F., de Swart, H. E., Calvete, D. & Falqués, A. (2011). Modeling waves, currents and sandbars on natural beaches: The effect of surface rollers. Journal of Marine Systems, 88(1), 90–101. https://doi.org/10.1016/j.jmarsys. 2011.02.016 Roelvink, D., Reniers, A., Van Dongeren, A., Van Thiel de Vries, J., McCall, R. & Lescinski, J. (2009). Modelling storm impacts on beaches, dunes and barrier islands. Coastal Engineering, 56(11–12), 1133–1152. https://doi.org/ 10.1016/j.coastaleng.2009.08.006 Roelvink, J. A., Walstra, D. J. R., & Chen, Z. (1994). Morphological modelling of Keta Lagoon case. Proceedings of the Coastal Engineering Conference, (1994), 3223–3236 Ruessink, B. G., Kuriyama, Y., Reniers, A. J. H. M., Roelvink, J. A. & Walstra, D. J. R. (2007). Modeling cross-shore sandbar behavior on the timescale of weeks, 112, 1–15. https://doi.org/10.1029/2006JF000730 Ruessink, B. G., Pape, L. & Turner, I. L. (2009). Daily to interannual cross-shore sandbar migration: Observations from a multiple sandbar system. Continental Shelf Research, 29(14), 1663–1677. https://doi.org/10.1016/j. csr.2009.05.011 Ruiz-Martínez, G., Rivillas-Ospina, G. D., Mariño-Tapia, I. & Posada-Vanegas, G. (2016). SANDY: A Matlab tool to estimate the sediment size distribution from a sieve analysis. Computers and Geosciences, 92, 104–116. https:// doi.org/10.1016/j.cageo.2016.04.010 Senechal, N., Coco, G., Castelle, B. & Marieu, V. (2015). Storm impact on the seasonal shoreline dynamics of a meso- to macrotidal open sandy beach (Biscarrosse, France). Geomorphology, 228, 448–461. https://doi.org/10.1016/j. geomorph.2014.09.025 Stokes, C., Davidson, M. & Russell, P. (2015). Observation and prediction of three-dimensional morphology at a high-energy macrotidal beach. Geomorphology, 243, 1–13. https://doi.org/10.1016/j.geomorph.2015.04.024 Thiébot, J., Idier, D., Garnier, R., Falqués, A. & Ruessink, B. G. (2012). The influence of wave direction on the morphological response of a double sandbar system. Continental Shelf Research, 32, 71–85. https://doi.org/10.1016/j. csr.2011.10.014 Trouw, K. J. M., Zimmermann, N., Mathys, M., Delgado, R. & 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. https://doi.org/10.9753/icce. v33.sediment.23 US Army Corps of Engineers. (1992). Coastal Groins and Nearshore Breakwaters. Engineer Manual, 90. Van de Lageweg, W. I., Bryan, K. R., Coco, G. & Ruessink, B. G. (2013). Observations of shoreline-sandbar coupling on an embayed beach. Marine Geology, 344, 101–114. https://doi.org/10.1016/j.margeo.2013.07.018 Van Rijn, L. C. (1998). Principles of Coastal Morpholigy. Aguc Publications, Amsterdam. van Rijn, L. C., Wasltra, D. J. R., Grasmeijer, B., Sutherland, J., Pan, S., & Sierra, J. P. (2003). The predictability of cross-shore bed evolution of sandy beaches at the time scale of storms and seasons using process-based profile models. Coastal Engineering, 47(3), 295–327. https://doi.org/10.1016/S0378- 3839(02)00120-5 Van Thiel de Vries, J., Van Dongeren, A., McCall, R., & Reniers, A. (2008). THE EFFECT OF THE LONGSHORE DIMENSION ON DUNE EROSION, 1–13. Vousdoukas, M., Almeida, L., & Ferreira, Ó. (2011). Modelling storm-induced beach morphological change in a meso-tidal, reflective beach using XBeach. Journal of Coastal Research, (SPEC. ISSUE 64), 1916–1920. Retrieved from http:// www.scopus.com/inward/record.url?eid=2-s2.0-84857407278&partnerID= 40&md5=283b926e2bb94cbb39b85ea91282b683%5Cnhttp://www. ics2011.pl/artic/SP64_1916-1920_M.I.Vousdoukas.pdf Wise, R. A., Smith, J., & Larson, M. (1996). SBEACH: Report 4 - Cross-Shore Transport Under Random Waves and Model Validation with SUPERTANK and Field Data, (April), 140. Retrieved from http://oai.dtic.mil/oai/oai?verb=getRecord& metadataPrefix=html&identifier=ADA267191 Wolman G. & Miller J. (1960). Magnitude and Frequency of Forces in Geomorphic Processes. The Journal of Geology, 68, 54–74. Wright, L. D., Short, A. D. (1984). Morphodynamic variability of surf zone and beaches: a synthesis. Marine Geology, 56, 93–118. Zimmermann, N. ., Trouw, K. ., De Maerschalck, B. ., Toro, F.; Delgado, R. ., Verwaest, T. ., & Mostaert, F. (2015). Scienti_c support regarding hydrodynamics and sand transport in the coastal zone; evaluation of XBeach for long term cross-shore modelling. Technical Report, Flanders Hydraulic Research., 57
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spelling	Arrieta A, Yeisonvirtual::854-1Distrito Especial, Turístico y Cultural de Riohacha2025-11-06T16:34:25Z2025-11-06T16:34:25Z2025978-628-7718-99-9https://repositoryinst.uniguajira.edu.co/handle/uniguajira/1688Incluye índice de figuras y de tablasEl propósito de este estudio es analizar y describir el desarrollo morfológico de las playas en el Caribe colombiano, con un enfoque particular en el departamento de La Guajira, y evaluar los efectos de las estructuras implementadas para la protección y recuperación costera ante los procesos erosivos. Se busca demostrar que las estructuras implementadas no son efectivas para mitigar la erosión en la zona. En Colombia, el uso de soluciones de protección costera es muy común pero aún no se han realizado análisis exhaustivos que permitan predecir con precisión la respuesta de los perfiles de playa frente a estas estructuras durante eventos de oleaje extremo. Para abordar esta problemática, se utilizó el modelo XBeach, que permite estudiar la evolución morfológica de playas y estructuras costeras bajo condiciones extremas. Los resultados de la simulación numérica revelan que el modelo puede predecir con alta precisión el desarrollo de los perfiles de playa durante tormentas, alcanzando una puntuación de error promedio de 0.96. Los modelos bidimensionales (2DH) predicen acumulación de sedimentos en condiciones extremas al este de la Estructura 1, cerca de la desembocadura del río Ranchería, mientras que la zona oeste experimenta erosión. Este fenómeno está estrechamente relacionado con el patrón de transporte de sedimentos hacia el suroeste en el área de estudio. Se concluye que las estructuras existentes en la zona de estudio no son las apropiadas, dado que interfieren con el movimiento natural de sedimentos, exacerban los procesos de erosión en las costas adyacentes, aumentan las tasas de erosión y promueven el desplazamiento de sedimentos desde las dunas de playa hacia áreas de mar adentro.Prólogo. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Resumen/Abstract. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Introducción. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 CAPÍTULO I Desafíos y estrategias en la erosión costera. . . . . . . . . . . . . . . . . . . . . 19 Antecedentes en la zona de estudio. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 Estado del arte. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 CAPÍTULO II Fundamentos y dinámica de la morfología costera. . . . . . . . . . . . . . . 27 Morfología de playas . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 Modelos matemáticos de perfiles de playa. . . . . . . . . . . . . . . . . . . . . . . . 38 Descripción del modelo Xbeach. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39 CAPÍTULO III Simulación numérica en protección costera. . . . . . . . . . . . . . . . . . . . . 45 Generalidades de la zona. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46 Levantamiento de información . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54 Clima marítimo aguas intermedias . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 59 Modelo numérico . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65 Forzamientos de oleaje. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70 Calibración del modelo. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 73 Análisis de la condición actual. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 77 Estrategias de solución propuestas. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 77 CAPÍTULO IV Evaluación de protección costera con modelación numérica . . . . . . 83 Calibración y validación del modelo numérico . . . . . . . . . . . . . . . . . . . .83 Análisis de la condición actual. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 92 Estrategias de solución propuestas . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 96 Conclusiones. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .109 Referencias bibliográficas. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .111The purpose of this study is to analyze and describe the morphological development of beaches in the Colombian Caribbean, with a particular focus on the department of La Guajira, and to assess the effects of structures implemented for coastal protection and recovery against erosive processes. The aim is to demonstrate that the implemented structures are not effective in mitigating erosion in the area. In Colombia, the use of coastal protection solutions is very common, but comprehensive analyses that accurately predict the response of beach profiles to these structures during extreme wave events have not yet been conducted. To address this issue, the XBeach model was used, which allows for the study of the morphological evolution of beaches and coastal structures under extreme conditions. The results of the numerical simulation reveal that the model can predict with high accuracy the development of beach profiles during storms, achieving an average error score of 0.96. The two-dimensional (2DH) models predict sediment accumulation under extreme conditions to the east of Structure 1, near the mouth of the Ranchería River, while the western area experiences erosion. This phenomenon is closely related to the pattern of sediment transport to the southwest in the study area. It is concluded that the existing structures in the study area are not appropriate, as they interfere with the natural movement of sediments, exacerbate erosion processes on adjacent coasts, increase erosion rates, and promote the displacement of sediments from beach dunes to offshore areas.Primera ediciónIncluye imágenes a color122 páginasapplication/pdfspaUniversidad de La GuajiraDistrito Especial, Turístico y Cultural de RiohachaDerechos Reservados Universidad de La Guajirahttps://creativecommons.org/licenses/by-nc-sa/4.0/info:eu-repo/semantics/openAccessAtribución-NoComercial-CompartirIgual 4.0 Internacional (CC BY-NC-SA 4.0)http://purl.org/coar/access_right/c_abf2Morfodinámica de la costa de Riohacha. Análisis y estrategias de protecciónLibrohttp://purl.org/coar/resource_type/c_2f33Textinfo:eu-repo/semantics/bookinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/version/c_970fb48d4fbd8a85Aleman, N., Robin, N., Certain, R., Anthony, E. J. & Barusseau, J. P. (2015). 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 autor) para ejercer estos derechos sobre la Obra tal y como se indica a continuación:</p>
    <ol type="a">
      <li>Reproducir la Obra, incorporar la Obra en una o más Obras Colectivas, y reproducir la Obra incorporada en las Obras Colectivas.</li>
      <li>Distribuir copias o fonogramas de las Obras, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública, incluyéndolas como incorporadas en Obras Colectivas, según corresponda.</li>
      <li>Distribuir copias de las Obras Derivadas que se generen, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública.</li>
    </ol>
    <p>Los derechos mencionados anteriormente pueden ser ejercidos en todos los medios y formatos, actualmente conocidos o que se inventen en el futuro. Los derechos antes mencionados incluyen el derecho a realizar dichas modificaciones en la medida que sean técnicamente necesarias para ejercer los derechos en otro medio o formatos, pero de otra manera usted no está autorizado para realizar obras derivadas. Todos los derechos no otorgados expresamente por el Licenciante quedan por este medio reservados, incluyendo pero sin limitarse a aquellos que se mencionan en las secciones 4(d) y 4(e).</p>
  </li>
  <br/>
  <li>
    Restricciones.
    <p>La licencia otorgada en la anterior Sección 3 está expresamente sujeta y limitada por las siguientes restricciones:</p>
    <ol type="a">
      <li>Usted puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra sólo bajo las condiciones de esta Licencia, y Usted debe incluir una copia de esta licencia o del Identificador Universal de Recursos de la misma con cada copia de la Obra que distribuya, exhiba públicamente, ejecute públicamente o ponga a disposición pública. No es posible ofrecer o imponer ninguna condición sobre la Obra que altere o limite las condiciones de esta Licencia o el ejercicio de los derechos de los destinatarios otorgados en este documento. No es posible sublicenciar la Obra. Usted debe mantener intactos todos los avisos que hagan referencia a esta Licencia y a la cláusula de limitación de garantías. Usted no puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra con alguna medida tecnológica que controle el acceso o la utilización de ella de una forma que sea inconsistente con las condiciones de esta Licencia. Lo anterior se aplica a la Obra incorporada a una Obra Colectiva, pero esto no exige que la Obra Colectiva aparte de la obra misma quede sujeta a las condiciones de esta Licencia. Si Usted crea una Obra Colectiva, previo aviso de cualquier Licenciante debe, en la medida de lo posible, eliminar de la Obra Colectiva cualquier referencia a dicho Licenciante o al Autor Original, según lo solicitado por el Licenciante y conforme lo exige la cláusula 4(c).</li>
      <li>Usted no puede ejercer ninguno de los derechos que le han sido otorgados en la Sección 3 precedente de modo que estén principalmente destinados o directamente dirigidos a conseguir un provecho comercial o una compensación monetaria privada. El intercambio de la Obra por otras obras protegidas por derechos de autor, ya sea a través de un sistema para compartir archivos digitales (digital file-sharing) o de cualquier otra manera no será considerado como estar destinado principalmente o dirigido directamente a conseguir un provecho comercial o una compensación monetaria privada, siempre que no se realice un pago mediante una compensación monetaria en relación con el intercambio de obras protegidas por el derecho de autor.</li>
      <li>Si usted distribuye, exhibe públicamente, ejecuta públicamente o ejecuta públicamente en forma digital la Obra o cualquier Obra Derivada u Obra Colectiva, Usted debe mantener intacta toda la información de derecho de autor de la Obra y proporcionar, de forma razonable según el medio o manera que Usted esté utilizando: (i) el nombre del Autor Original si está provisto (o seudónimo, si fuere aplicable), y/o (ii) el nombre de la parte o las partes que el Autor Original y/o el Licenciante hubieren designado para la atribución (v.g., un instituto patrocinador, editorial, publicación) en la información de los derechos de autor del Licenciante, términos de servicios o de otras formas razonables; el título de la Obra si está provisto; en la medida de lo razonablemente factible y, si está provisto, el Identificador Uniforme de Recursos (Uniform Resource Identifier) que el Licenciante especifica para ser asociado con la Obra, salvo que tal URI no se refiera a la nota sobre los derechos de autor o a la información sobre el licenciamiento de la Obra; y en el caso de una Obra Derivada, atribuir el crédito identificando el uso de la Obra en la Obra Derivada (v.g., "Traducción Francesa de la Obra del Autor Original," o "Guión Cinematográfico basado en la Obra original del Autor Original"). Tal crédito puede ser implementado de cualquier forma razonable; en el caso, sin embargo, de Obras Derivadas u Obras Colectivas, tal crédito aparecerá, como mínimo, donde aparece el crédito de cualquier otro autor comparable y de una manera, al menos, tan destacada como el crédito de otro autor comparable.</li>
      <li>
        Para evitar toda confusión, el Licenciante aclara que, cuando la obra es una composición musical:
        <ol type="i">
          <li>Regalías por interpretación y ejecución bajo licencias generales. El Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública o la ejecución pública digital de la obra y de recolectar, sea individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, SAYCO), las regalías por la ejecución pública o por la ejecución pública digital de la obra (por ejemplo Webcast) licenciada bajo licencias generales, si la interpretación o ejecución de la obra está primordialmente orientada por o dirigida a la obtención de una ventaja comercial o una compensación monetaria privada.</li>
          <li>Regalías por Fonogramas. El Licenciante se reserva el derecho exclusivo de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, los consagrados por la SAYCO), una agencia de derechos musicales o algún agente designado, las regalías por cualquier fonograma que Usted cree a partir de la obra (“versión cover”) y distribuya, en los términos del régimen de derechos de autor, si la creación o distribución de esa versión cover está primordialmente destinada o dirigida a obtener una ventaja comercial o una compensación monetaria privada.</li>
        </ol>
      </li>
      <li>Gestión de Derechos de Autor sobre Interpretaciones y Ejecuciones Digitales (WebCasting). Para evitar toda confusión, el Licenciante aclara que, cuando la obra sea un fonograma, el Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública digital de la obra (por ejemplo, webcast) y de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, ACINPRO), las regalías por la ejecución pública digital de la obra (por ejemplo, webcast), sujeta a las disposiciones aplicables del régimen de Derecho de Autor, si esta ejecución pública digital está primordialmente dirigida a obtener una ventaja comercial o una compensación monetaria privada.</li>
    </ol>
  </li>
  <br/>
  <li>
    Representaciones, Garantías y Limitaciones de Responsabilidad.
    <p>A MENOS QUE LAS PARTES LO ACORDARAN DE OTRA FORMA POR ESCRITO, EL LICENCIANTE OFRECE LA OBRA (EN EL ESTADO EN EL QUE SE ENCUENTRA) “TAL CUAL”, SIN BRINDAR GARANTÍAS DE CLASE ALGUNA RESPECTO DE LA OBRA, YA SEA EXPRESA, IMPLÍCITA, LEGAL O CUALQUIERA OTRA, INCLUYENDO, SIN LIMITARSE A ELLAS, GARANTÍAS DE TITULARIDAD, COMERCIABILIDAD, ADAPTABILIDAD O ADECUACIÓN A PROPÓSITO DETERMINADO, AUSENCIA DE INFRACCIÓN, DE AUSENCIA DE DEFECTOS LATENTES O DE OTRO TIPO, O LA PRESENCIA O AUSENCIA DE ERRORES, SEAN O NO DESCUBRIBLES (PUEDAN O NO SER ESTOS DESCUBIERTOS). ALGUNAS JURISDICCIONES NO PERMITEN LA EXCLUSIÓN DE GARANTÍAS IMPLÍCITAS, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.</p>
  </li>
  <br/>
  <li>
    Limitación de responsabilidad.
    <p>A MENOS QUE LO EXIJA EXPRESAMENTE LA LEY APLICABLE, EL LICENCIANTE NO SERÁ RESPONSABLE ANTE USTED POR DAÑO ALGUNO, SEA POR RESPONSABILIDAD EXTRACONTRACTUAL, PRECONTRACTUAL O CONTRACTUAL, OBJETIVA O SUBJETIVA, SE TRATE DE DAÑOS MORALES O PATRIMONIALES, DIRECTOS O INDIRECTOS, PREVISTOS O IMPREVISTOS PRODUCIDOS POR EL USO DE ESTA LICENCIA O DE LA OBRA, AUN CUANDO EL LICENCIANTE HAYA SIDO ADVERTIDO DE LA POSIBILIDAD DE DICHOS DAÑOS. ALGUNAS LEYES NO PERMITEN LA EXCLUSIÓN DE CIERTA RESPONSABILIDAD, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.</p>
  </li>
  <br/>
  <li>
    Término.
    <ol type="a">
      <li>Esta Licencia y los derechos otorgados en virtud de ella terminarán automáticamente si Usted infringe alguna condición establecida en ella. Sin embargo, los individuos o entidades que han recibido Obras Derivadas o Colectivas de Usted de conformidad con esta Licencia, no verán terminadas sus licencias, siempre que estos individuos o entidades sigan cumpliendo íntegramente las condiciones de estas licencias. Las Secciones 1, 2, 5, 6, 7, y 8 subsistirán a cualquier terminación de esta Licencia.</li>
      <li>Sujeta a las condiciones y términos anteriores, la licencia otorgada aquí es perpetua (durante el período de vigencia de los derechos de autor de la obra). No obstante lo anterior, el Licenciante se reserva el derecho a publicar y/o estrenar la Obra bajo condiciones de licencia diferentes o a dejar de distribuirla en los términos de esta Licencia en cualquier momento; en el entendido, sin embargo, que esa elección no servirá para revocar esta licencia o que deba ser otorgada , bajo los términos de esta licencia), y esta licencia continuará en pleno vigor y efecto a menos que sea terminada como se expresa atrás. La Licencia revocada continuará siendo plenamente vigente y efectiva si no se le da término en las condiciones indicadas anteriormente.</li>
    </ol>
  </li>
  <br/>
  <li>
    Varios.
    <ol type="a">
      <li>Cada vez que Usted distribuya o ponga a disposición pública la Obra o una Obra Colectiva, el Licenciante ofrecerá al destinatario una licencia en los mismos términos y condiciones que la licencia otorgada a Usted bajo esta Licencia.</li>
      <li>Si alguna disposición de esta Licencia resulta invalidada o no exigible, según la legislación vigente, esto no afectará ni la validez ni la aplicabilidad del resto de condiciones de esta Licencia y, sin acción adicional por parte de los sujetos de este acuerdo, aquélla se entenderá reformada lo mínimo necesario para hacer que dicha disposición sea válida y exigible.</li>
      <li>Ningún término o disposición de esta Licencia se estimará renunciada y ninguna violación de ella será consentida a menos que esa renuncia o consentimiento sea otorgado por escrito y firmado por la parte que renuncie o consienta.</li>
      <li>Esta Licencia refleja el acuerdo pleno entre las partes respecto a la Obra aquí licenciada. No hay arreglos, acuerdos o declaraciones respecto a la Obra que no estén especificados en este documento. El Licenciante no se verá limitado por ninguna disposición adicional que pueda surgir en alguna comunicación emanada de Usted. Esta Licencia no puede ser modificada sin el consentimiento mutuo por escrito del Licenciante y Usted.</li>
    </ol>
  </li>
  <br/>
</ol>


Morfodinámica de la costa de Riohacha. Análisis y estrategias de protección

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