Ingeniería de playas (I): conceptos de morfología costera

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dc.contributor.authorSánchez-Arcilla Conejo, Agustínes_ES
dc.contributor.authorJiménez, José A.es_ES
dc.contributor.funderMinisterio de Obras Públicas, Transportes y Medio Ambiente
dc.date.accessioned2019-03-22T10:47:03Z
dc.date.available2019-03-22T10:47:03Z
dc.date.issued1994-06-30
dc.date.updated2019-03-22T09:01:26Z
dc.description.abstract[ES] Se entiende por ingeniería de playas aquella que se realiza en costas sedimentarias, provocando generalmente una respuesta rápida de la zona litoral ante las nuevas condiciones generadas. A fin de que las actuaciones en este ámbito sean lo eficiente que debieran, hay que conocer y, en la medida de lo posible, predecir los cambios que se producen en la zona costera. Por ello, antes de analizar en detalle los diferentes tipos de actuación, lo cual se hará en un próximo artículo, aquí se abordan conceptos básicos de la evolución costera, como son las diferentes escalas evolutivas, tanto temporales como espaciales. Asimismo, se presenta un conjunto de herramientas básicas para poder predecir el comportamiento de la costa, tanto en condiciones naturales, como bajo la influencia de obras.es_ES
dc.description.accrualMethodSWORDes_ES
dc.description.bibliographicCitationSánchez-Arcilla Conejo, A.; Jiménez, JA. (1994). Ingeniería de playas (I): conceptos de morfología costera. Ingeniería del Agua. 1(2):97-114. https://doi.org/10.4995/ia.1994.2639es_ES
dc.description.issue2
dc.description.referencesBattjes, J.A. (1974). Surf similarity. Proc. of the 14th Coastal Eng. Conf., ASCE, 466480.es_ES
dc.description.referencesBerenguer, J.M. y Enríquez, J. (1988). Design of pocket beaches. The Spanish case. Proc. 21st Coastal Eng. Conf., ASCE, 1411-1425.es_ES
dc.description.referencesBodge, K. (1992). Representing equilibrium beach profiles with an exponential expression. J. of Coastal Research, 8, 47-SS.es_ES
dc.description.referencesBoom, J.D. y Green, M.O. (1988). Caribbean beachface slopes and beach equilibrium profiles. Proc. 2Ist Coastal Eng. Conf., ASCE, 1618-1630.es_ES
dc.description.referencesBruun, P. (1953). Forms of equilibrium of coasts with littoral drift. Technical Report 3, University of California, Engineering Research Laboratory, Berkeley.es_ES
dc.description.referencesBruun, P. (1954). Coast erosión and the development of beach profiles. Beach Erosion Board, Technical Memo. 44es_ES
dc.description.referencesBruun, P. (1962). Sea-level rise as a cause of shore erosión. J. of Waterways and Harbours Division, 88, WW1, 1 17-130.es_ES
dc.description.referencesCarter, R.W.G. (1988). Coastal Environments. Academic Press, London, 617 pp.es_ES
dc.description.referencesCarter, R.W.G. y Balsillie, J.H. (1983). A note on the amount of wave energy transmitted over nearshore sand bars. Earth Surface Processes and Landforms, 8, 213-222.es_ES
dc.description.referencesCrowell, M.: Leatherman, S.P. y Buckley, M.K. (1991). Historical shoreline change: error analysis and mapping accuracy. J. of Coastal Research, 7, 3, 839-852.es_ES
dc.description.referencesDean, R.G. (1973). Heuristic models of sand transport in the surf zone. Proc. of the Conf. on Engineering Dynamics in the surf zone, 208-214.es_ES
dc.description.referencesDean, R.G. (1977). Equilibrium beach profiles: U.S. Atlantic and Gulf coasts. Dept. of Civil Eng., Ocean Eng. Technical Report 12, Newark, Univ. of Delaware.es_ES
dc.description.referencesDean, R.G. (1982). Models for beach profile response. Tech. Rep. 30, University of Delaware.es_ES
dc.description.referencesDean, R.G. (1991). Equilibrium beach profiles. Characteristics and applications. J. of Coastal Research, 7, 53-84.es_ES
dc.description.referencesDean, R.G. y Maurmeyer, E.M. (1983). Models for beach profile response. En: Komar, P.D. (ed.), Handbook of Coastal Processes and Erosion, CRC Press, Boca Raton, Florida, 151-166.es_ES
dc.description.referencesDette, H.H. y Uliczka, K. (1987). Prototype investigation on time dependent dune recession and beach erosión. Coastal Sediments' 87, ASCE, 1430-14-4.es_ES
dc.description.referencesDe Vriend, H.J. (1991). Mathematical modelling and large-scale coastal behaviour, part I: Physical processes. J. of Hydraulic Research, 29, 6,727-740.es_ES
dc.description.referencesEdelman, T. (1972). Dune erosión during storm conditions. Proc. 13th Coastal Eng. Conf., ASCE, 1305-1311.es_ES
dc.description.referencesEliot, I. y Clarke, D. (1989). Temporal and spatial bias in the estimation of shoreline-rate-of-change statistics from beach survey information. oastal Management, 17, 129-156.es_ES
dc.description.referencesFenneman, N.M. (1902). Development of the profile of equilibrium of the subaqueous shore terrace. J. of Geology, 10, 1-32.es_ES
dc.description.referencesFenster, M.S.; Dolan, R. y Elder, J.F. (1993). A new method for predicting shoreline positions from historical data. J. of Coastal Research, 9, 1,147-171.es_ES
dc.description.referencesGarau, C. (1979). Condicionantes de la estabilidad de playas. Análisis de la función polar de los salientes. II Curso de Ingeniería Oceanográfica y Portuaria, Santander.es_ES
dc.description.referencesGuza, R.T. e Inman, D.L. (1975). Edge waves and beach cusps. J. of Geophysical Research, 80, 2997-3012.es_ES
dc.description.referencesHanson, H. y Kraus, N.C. (1989). GENESIS: generalized model for beach profile change. Tech. Rep. CERC-89-19.es_ES
dc.description.referencesHattori, M. y Kawamata, R (1980). Onshore-offshore transport and beach profile change. Proc. of the 17th Coastal Eng. Conf., ASCE, 1175-1193.es_ES
dc.description.referencesHorikawa, K. (1981). Coastal sediment processes. Annual Review of Fluid Mechanics, 13, 9-32.es_ES
dc.description.referencesHowd, P.A. y Birkemeier, W.A. (1987). Beach and earshore survey data: 1981-1984 CERC field research facility. Tech. Rep. CERC-87-9.es_ES
dc.description.referencesHoyle, J.W. y King, G.T. (1958). The origin and stability of beaches. Proc. 6th Coastal Eng. Conf., ASCE, 281-301.es_ES
dc.description.referencesHsu, J.R.C. y Evans, C. (1989). Parabolic bay shapes and applications. Proc. Institucion of Civil Engineers,87, 557-570.es_ES
dc.description.referencesHsu, J.R.C.; Silvester, R. y Xia, Y.-M. (1989). Applications of headland control. J. of Waterway, Port, Coastal and Ocean Engineering, 115, 3, 299-310.es_ES
dc.description.referencesHsu, J.R.C.; Uda, T. y Silvester, R. (1993). Beaches downcoast of harbours in bays. Coastal Engineering, 19, 163-181.es_ES
dc.description.referencesIllenber, W.K. y Rust, I.C. (1988). A sand budget for the Alexandria coastal dunefield, South Africa Sedimentology, 35, 513-521.es_ES
dc.description.referencesInman, D.L.; Elwany, M.H.S. y Jenkins, S.A. (1993). Shorerise and bar-berm profiles on ocean beaches. J. of Geophysical Research, 98, C10, 18181-18199.es_ES
dc.description.referencesIwagaki, Y. y Noda, H. (1962). Laboratory studies of scale effects in two-dimensional beach processes. Proc. of the 8th Coastal Eng. Conf., ASCE, 194-210.es_ES
dc.description.referencesJiménez, J.A. y Sánchez-Arcilla, A. (1992). Simulación de cambios a corto plazo en la línea de costa. Revista de Obras Públicas, 3315, 41-51.es_ES
dc.description.referencesJiménez, J.A. y Sánchez-Arcilla, A. (1993). Medium-term coastal response at the Ebro Delta, Spain. Marine Geology, 114, 105-118.es_ES
dc.description.referencesJiménez, J.A. y Sánchez-Arcilla, A. (1993). Influencia de la pendiente en la evolución del perfil de playa. II Jornadas Españolas de Ingeniería de Costas y Puertos, Gijón, (en prensa).es_ES
dc.description.referencesJiménez, J.A.; Sánchez-Arcilla, A. y Stive, M.J.F. (1993). Discussion on Prediction of storm/normal beach profiles. J. of Waterway, Port, Coastal and Ocean Engineering, 119, 4, 466-468.es_ES
dc.description.referencesJiménez, J.A.; Valdemoro, H.I. y Sánchez-Arcilla, A. (1994). Discussion on Analysis of bayed beaches in static equilibrium. J. of Waterway, Port, Coastal and Ocean Engineering (en prensa).es_ES
dc.description.referencesJiménez, J.A.; Valdemoro, H.I.; Sánchez-Arcilla, A. y Stive, M.J.F. (1993). Erosion and accretion of the Ebro Delta coast: a large scale reshaping process. Large Scale Coastal Behaviour'93, US Geological Survey, Open File Report 93-381, 88-91.es_ES
dc.description.referencesKajirna, R.; Shimizu, T.; Maruyama, K. y Saito, S. (1982). Experiments of beach profile change with a large wave flume. Proc. 18th Coastal Eng. Conf., ASCE, 13.85-1404.es_ES
dc.description.referencesKomar, P.D. y McDougal, W.G. (1994). The analysis of exponential beach profiles. J. of Coastal Research, 10, 1, 59-69.es_ES
dc.description.referencesKraus, N.C. (1988). Prediction models of shoreline change. En: Horikawa, K. (ed.), Nearshore dynamics and costal processes, University of Tokyo Press, Japan.es_ES
dc.description.referencesKriebel, D.L. y Dean, R.G. (1993). Convolution method for time-dependent beach-profile response. J. of Waterway, Port, Coastal and Ocean Engineering, 119, 2, 202-26.es_ES
dc.description.referencesLarson, M. (1988). Quantification of beach profile change. Report 1008, Dept. of Water Resources Engng., Lund University.es_ES
dc.description.referencesLarson, M. (1991). Equilibrium profile of a beach with arying grain size. Coastal Sedinents' 91, ASCE, 905-919.es_ES
dc.description.referencesLarson, M.; Hanson, H. y Kraus, N.C. (1987). Analytical solutions of the one-line model of shoreline change. Technical Report CERC-87-15, Washington D.C.es_ES
dc.description.referencesLeatherman, S.P. (1979). Migration of Assateague Island, Maryland, by inlet and overwash processes. Geology, 7, 10"107.es_ES
dc.description.referencesLe Blond, P.H. (1972). On the formation of spiral beaches. Proc. 13th Coastal Eng. Conf., ASCE, 1331-1345.es_ES
dc.description.referencesLippmann, T.C. y Holmann, R.A. (1990). The spatial and temporal variability of sand bar morphology. J. of Geophysical Research, 95,11, 11575-11590.es_ES
dc.description.referencesLoPresti, A. (1994). Modelado del transporte longitudinal de sedimentos. Aplicación a la costa catalana, Tesis Doctoral, Universität Politécnica de Catalunya.es_ES
dc.description.referencesMedina, R.; Losada, M.A. y Dalrymple, R.A. (1990). Análisis de perfiles de playa por medio de funciones ortogonales empíricas (método FOE). Revista de Obras Públicas, Junio de 1990, 9-17.es_ES
dc.description.referencesMoore, B.D. (1982). Beach profile evolution in response to changes in water level and wave height. Master Thesis, Dept. of Civil Engng., University of Delaware.es_ES
dc.description.referencesMorton, R.A.; Leach, M.P.; Paine, J.G. y Cardoza, M.A. (1993). Monitoring beach changes using GPS surveying techniques. J. of Coastal Research, 9, 3, 702-720.es_ES
dc.description.referencesNegro, V. (1990). La variabilidad de los perfiles de playa Perfiles de verano e invierno. Análisis histórico (1ª parte). Revista de Obras Públicas, Marzo 1990, 23-29.es_ES
dc.description.referencesPelnard-Considere, R. (1956). Essai de théorie de l'evolution des formes de rivages en plages de sable et de galets. IV Journées de l'Hydraulique, Paris, Question III, Rapport 1, 289-298.es_ES
dc.description.referencesPilkey, O.H.; Young, R.S.; Riggs, S.R.; Smith, A.E.S.; Wu, H. y Pilkey, W.D. (1993). The concept of shoreface profile of equilibrium: a critical review. J. of Coastal Research, 9, 1, 255-278.es_ES
dc.description.referencesRector, R.L. (1954). Laboratory study of equilibrium profiles of beaches. Tech. Mem. 41, Beach Erosion Board, CERC.es_ES
dc.description.referencesSánchez-Arcilla, A. y Jiménez, J.A. (1990). A simple numerical model to predict coastal morphodynamics. J. of Coastal Research, Special Issue 9, 376-394.es_ES
dc.description.referencesSánchez-Arcilla, A. y Jiménez, J.A. (1994). Breaching in a wave-dominated barrier spit: the Trabucador Bar (NE spanish coast). Earth Surface Processes and Landforms, 19, (en prensa).es_ES
dc.description.referencesSánchez-Arcilla, A.; Stive, M.J.F.; Jiménez, J.A. y García, M.A. (1993). Impact of sea level rise in a Mediterranean delta: the Ebro Delta case. Sea Level Changes and their Consequences for Hydrology and Water Management (Seachange'93), Noordwijkerhout, UNESCO, IHP-IV, IV 53-62.es_ES
dc.description.referencesSánchez-Arcilla, A.; Jiménez, J.A.; Stive, M.J.F.; Ibañez, C.; Prat, N. y Day, J.W.Jr. (1993). Impact of sea-level rise on the Ebro Delta coast: an approach. En: Ozhan, E.(ed.), Medcoast'93, 1103-1117.es_ES
dc.description.referencesSaville, T. (1957). Scale effects in two dimensional beach studies. Trans. 7th General Meeting of IAHR, 1, A3-1 - A3-10.es_ES
dc.description.referencesShort, AD. (1979). Three-dimensional beach-stage model. J. of Geology, 87, 553-571.es_ES
dc.description.referencesSierra, J.P.; LoPresti, A. y Sánchez-Arcilla, A. (1994). Analysis of the equilibrium beach profiles on the Catalán coast (Mediterranean Sea). Bulletin PIANC,83/84,160-168.es_ES
dc.description.referencesSilvester, R. (1960). Stabilization of sedimentary coastlines. Nature, 188, 467.es_ES
dc.description.referencesSilvester, R. (1970). Growth of crenulated shaped bays to equilibrium. J. of Waterways and Harbours Division, 96, WW2, 275-287.es_ES
dc.description.referencesSilvester, R. y Hsu, J.R.C. (1991). New and old ideas in coastal sedimentation. Reviews in Aquatic Sciences,4, 4, 375-410.es_ES
dc.description.referencesStive, M.J.F.; Roelvink, J.A. y DeVriend, H.J. (1990). Large-scale coastal evolution concept. Proc. 22nd Coastal Eng. Conf., ASCE, 1962-1974.es_ES
dc.description.referencesSuarez Bores, P. (1980). Formas Costeras, Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos, Madrid.es_ES
dc.description.referencesSunamura, T. (1983). Sunamura, T. y Horikawa, K. (1974). Two dimensional beach transformation due to waves. Proc. 14th Coastal Eng. Conf., ASCE, 920-938.es_ES
dc.description.referencesTan, S.-K- y Chiew, Y.-M. (1994). Analysis of bayed beaches in static equilibrium. J. of Waterway, Port, Coastal and Ocean Engineering, 120, 2, 145-153.es_ES
dc.description.referencesVellinga, P. (1986). Beach and dune erosion during storm surges. Ph. D. Thesis, Delft University of Technology, (también Delft Hydraulics Laboratory, Comm. No. 372).es_ES
dc.description.referencesWalton, T.L. y Chiu, T.Y. (1979). A review of analytical techniques to solve the sand transport equation and some simplified techniques. Coastal Structures'79, ASCE, 809-837.es_ES
dc.description.referencesWilkinson, B.H. y McGowen, J.H. (1977). Geologic approaches to the determination of long-term coastal recession rates, Matagorda peninsula, Texas. Environmental Geology, 1, 359-365.es_ES
dc.description.referencesWinant, C.D.; Inman, D.L y Nordstrom, C.E. (1975). Description of seasonal beach changes using empirical eigenfunctions. J. of Geophysical Research, 80, 15, 1979-1986.es_ES
dc.description.referencesWright, L.D. y Short, A.D. (1983). Morphodynamics of beaches and surf zones in Australia En: Komar, P.D.(ed.), Handbook of Coastal Processes and Erosion, Boca Raton, CRC Press, 35-64.es_ES
dc.description.referencesWright, L.D. y Short, A.D. (1984). Morphodynamics variability of surf zones and beaches: A synthesis. Marine Geology, 56, 93-118.es_ES
dc.description.referencesWright, L.D.; Chappel, J.; Thom, B.G.; Bradshaw, M.P. y Cowell, P. (1979). Morphodynamics of reflective and dissipative beach and inshore systems: Southeastern Australia Marine Geology, 32, 105-140.es_ES
dc.description.referencesWright, L.D.; May, S.K.; Short, A.D. y Green, M.O. (1984). Beach and surf zone equilibria and response times. Proc. 19th Coastal Eng. Conf., ASCE, 2150-2164.es_ES
dc.description.referencesWright, L.D. (1987). Shelf-surfzone coupling: diabathic shoreface transport. Coastal Sediments'87, ASCE,25-40.es_ES
dc.description.referencesYasso, W.E. (1965). Plan geometry of headland bay beaches. J. of Geology, 73, 702-714.es_ES
dc.description.sponsorshipParte de este trabajo ha sido desarrollado gracias a la colaboración del Programa de Clima Marítimo (MOPTMA) a través del convenio Procesos Hidrodinámicos en Zona de Rompientes.es_ES
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dc.description.volume1
dc.identifier.doi10.4995/ia.1994.2639
dc.identifier.eissn1886-4996
dc.identifier.issn1134-2196
dc.identifier.urihttps://riunet.upv.es/handle/10251/118417
dc.languageEspañoles_ES
dc.publisherUniversitat Politècnica de València
dc.relation.ispartofIngeniería del Agua
dc.relation.publisherversionhttps://doi.org/10.4995/ia.1994.2639es_ES
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dc.relation.references10.1080/08920758909362081es_ES
dc.relation.references10.1086/620977es_ES
dc.relation.references10.1029/JC080i021p02997es_ES
dc.relation.references10.1061/9780872622647.072es_ES
dc.relation.references10.1146/annurev.fl.13.010181.000301es_ES
dc.relation.references10.1680/iicep.1989.3778es_ES
dc.relation.references10.1061/(ASCE)0733-950X(1989)115:3(299)es_ES
dc.relation.references10.1016/0378-3839(93)90023-2es_ES
dc.relation.references10.1111/j.1365-3091.1988.tb01001.xes_ES
dc.relation.references10.1029/93JC00996es_ES
dc.relation.references10.1016/0025-3227(93)90042-Tes_ES
dc.relation.references10.1061/(ASCE)0733-950X(1993)119:4(466)es_ES
dc.relation.references10.1061/(ASCE)0733-950X(1995)121:3(191)es_ES
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dc.relation.references10.1130/0091-7613(1979)7<104:MOAIMB>2.0.CO;2es_ES
dc.relation.references10.1061/9780872620490.076es_ES
dc.relation.references10.1029/JC095iC07p11575es_ES
dc.relation.references10.1002/esp.3290190602es_ES
dc.relation.references10.1086/628445es_ES
dc.relation.references10.1038/188467a0es_ES
dc.relation.references10.1061/9780872621138.056es_ES
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dc.relation.references10.1007/BF02380504es_ES
dc.relation.references10.1029/JC080i015p01979es_ES
dc.relation.references10.1016/0025-3227(84)90008-2es_ES
dc.relation.references10.1016/0025-3227(79)90149-Xes_ES
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dc.rightsReserva de todos los derechoses_ES
dc.rights.accessRightsAbiertoes_ES
dc.subjectIngeniería del aguaes_ES
dc.subjectIngeniería civiles_ES
dc.subjectIngeniería hidráulicaes_ES
dc.titleIngeniería de playas (I): conceptos de morfología costeraes_ES
dc.typeArtículoes_ES
dc.type.versioninfo:eu-repo/semantics/publishedVersiones_ES
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Ingeniería del Agua - Vol 01, No 2 (1994)