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Ingeniería de playas (I): conceptos de morfología costera

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Ingeniería de playas (I): conceptos de morfología costera

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Sánchez-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.1994.2639

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Título: Ingeniería de playas (I): conceptos de morfología costera
Autor: Sánchez-Arcilla Conejo, Agustín Jiménez, José A.
Fecha difusión:
Resumen:
[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 ...[+]
Palabras clave: Ingeniería del agua , Ingeniería civil , Ingeniería hidráulica
Derechos de uso: Reserva de todos los derechos
Fuente:
Ingeniería del Agua. (issn: 1134-2196 ) (eissn: 1886-4996 )
DOI: 10.4995/ia.1994.2639
Editorial:
Universitat Politècnica de València
Versión del editor: https://doi.org/10.4995/ia.1994.2639
Agradecimientos:
Parte 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.
Tipo: Artículo

References

Battjes, J.A. (1974). Surf similarity. Proc. of the 14th Coastal Eng. Conf., ASCE, 466480.

Berenguer, J.M. y Enríquez, J. (1988). Design of pocket beaches. The Spanish case. Proc. 21st Coastal Eng. Conf., ASCE, 1411-1425.

Bodge, K. (1992). Representing equilibrium beach profiles with an exponential expression. J. of Coastal Research, 8, 47-SS. [+]
Battjes, J.A. (1974). Surf similarity. Proc. of the 14th Coastal Eng. Conf., ASCE, 466480.

Berenguer, J.M. y Enríquez, J. (1988). Design of pocket beaches. The Spanish case. Proc. 21st Coastal Eng. Conf., ASCE, 1411-1425.

Bodge, K. (1992). Representing equilibrium beach profiles with an exponential expression. J. of Coastal Research, 8, 47-SS.

Boom, J.D. y Green, M.O. (1988). Caribbean beachface slopes and beach equilibrium profiles. Proc. 2Ist Coastal Eng. Conf., ASCE, 1618-1630.

Bruun, P. (1953). Forms of equilibrium of coasts with littoral drift. Technical Report 3, University of California, Engineering Research Laboratory, Berkeley.

Bruun, P. (1954). Coast erosión and the development of beach profiles. Beach Erosion Board, Technical Memo. 44

Bruun, P. (1962). Sea-level rise as a cause of shore erosión. J. of Waterways and Harbours Division, 88, WW1, 1 17-130.

Carter, R.W.G. (1988). Coastal Environments. Academic Press, London, 617 pp.

Carter, 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.

Crowell, 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.

Dean, 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.

Dean, 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.

Dean, R.G. (1982). Models for beach profile response. Tech. Rep. 30, University of Delaware.

Dean, R.G. (1991). Equilibrium beach profiles. Characteristics and applications. J. of Coastal Research, 7, 53-84.

Dean, 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.

Dette, H.H. y Uliczka, K. (1987). Prototype investigation on time dependent dune recession and beach erosión. Coastal Sediments' 87, ASCE, 1430-14-4.

De Vriend, H.J. (1991). Mathematical modelling and large-scale coastal behaviour, part I: Physical processes. J. of Hydraulic Research, 29, 6,727-740.

Edelman, T. (1972). Dune erosión during storm conditions. Proc. 13th Coastal Eng. Conf., ASCE, 1305-1311.

Eliot, 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.

Fenneman, N.M. (1902). Development of the profile of equilibrium of the subaqueous shore terrace. J. of Geology, 10, 1-32.

Fenster, 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.

Garau, C. (1979). Condicionantes de la estabilidad de playas. Análisis de la función polar de los salientes. II Curso de Ingeniería Oceanográfica y Portuaria, Santander.

Guza, R.T. e Inman, D.L. (1975). Edge waves and beach cusps. J. of Geophysical Research, 80, 2997-3012.

Hanson, H. y Kraus, N.C. (1989). GENESIS: generalized model for beach profile change. Tech. Rep. CERC-89-19.

Hattori, M. y Kawamata, R (1980). Onshore-offshore transport and beach profile change. Proc. of the 17th Coastal Eng. Conf., ASCE, 1175-1193.

Horikawa, K. (1981). Coastal sediment processes. Annual Review of Fluid Mechanics, 13, 9-32.

Howd, P.A. y Birkemeier, W.A. (1987). Beach and earshore survey data: 1981-1984 CERC field research facility. Tech. Rep. CERC-87-9.

Hoyle, J.W. y King, G.T. (1958). The origin and stability of beaches. Proc. 6th Coastal Eng. Conf., ASCE, 281-301.

Hsu, J.R.C. y Evans, C. (1989). Parabolic bay shapes and applications. Proc. Institucion of Civil Engineers,87, 557-570.

Hsu, 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.

Hsu, J.R.C.; Uda, T. y Silvester, R. (1993). Beaches downcoast of harbours in bays. Coastal Engineering, 19, 163-181.

Illenber, W.K. y Rust, I.C. (1988). A sand budget for the Alexandria coastal dunefield, South Africa Sedimentology, 35, 513-521.

Inman, 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.

Iwagaki, 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.

Jiménez, 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.

Jiménez, J.A. y Sánchez-Arcilla, A. (1993). Medium-term coastal response at the Ebro Delta, Spain. Marine Geology, 114, 105-118.

Jiménez, 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).

Jiménez, 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.

Jiménez, 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).

Jiménez, 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.

Kajirna, 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.

Komar, P.D. y McDougal, W.G. (1994). The analysis of exponential beach profiles. J. of Coastal Research, 10, 1, 59-69.

Kraus, N.C. (1988). Prediction models of shoreline change. En: Horikawa, K. (ed.), Nearshore dynamics and costal processes, University of Tokyo Press, Japan.

Kriebel, 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.

Larson, M. (1988). Quantification of beach profile change. Report 1008, Dept. of Water Resources Engng., Lund University.

Larson, M. (1991). Equilibrium profile of a beach with arying grain size. Coastal Sedinents' 91, ASCE, 905-919.

Larson, 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.

Leatherman, S.P. (1979). Migration of Assateague Island, Maryland, by inlet and overwash processes. Geology, 7, 10"107.

Le Blond, P.H. (1972). On the formation of spiral beaches. Proc. 13th Coastal Eng. Conf., ASCE, 1331-1345.

Lippmann, T.C. y Holmann, R.A. (1990). The spatial and temporal variability of sand bar morphology. J. of Geophysical Research, 95,11, 11575-11590.

LoPresti, A. (1994). Modelado del transporte longitudinal de sedimentos. Aplicación a la costa catalana, Tesis Doctoral, Universität Politécnica de Catalunya.

Medina, 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.

Moore, 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.

Morton, 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.

Negro, 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.

Pelnard-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.

Pilkey, 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.

Rector, R.L. (1954). Laboratory study of equilibrium profiles of beaches. Tech. Mem. 41, Beach Erosion Board, CERC.

Sánchez-Arcilla, A. y Jiménez, J.A. (1990). A simple numerical model to predict coastal morphodynamics. J. of Coastal Research, Special Issue 9, 376-394.

Sánchez-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).

Sánchez-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.

Sánchez-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.

Saville, T. (1957). Scale effects in two dimensional beach studies. Trans. 7th General Meeting of IAHR, 1, A3-1 - A3-10.

Short, AD. (1979). Three-dimensional beach-stage model. J. of Geology, 87, 553-571.

Sierra, 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.

Silvester, R. (1960). Stabilization of sedimentary coastlines. Nature, 188, 467.

Silvester, R. (1970). Growth of crenulated shaped bays to equilibrium. J. of Waterways and Harbours Division, 96, WW2, 275-287.

Silvester, R. y Hsu, J.R.C. (1991). New and old ideas in coastal sedimentation. Reviews in Aquatic Sciences,4, 4, 375-410.

Stive, M.J.F.; Roelvink, J.A. y DeVriend, H.J. (1990). Large-scale coastal evolution concept. Proc. 22nd Coastal Eng. Conf., ASCE, 1962-1974.

Suarez Bores, P. (1980). Formas Costeras, Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos, Madrid.

Sunamura, T. (1983). Sunamura, T. y Horikawa, K. (1974). Two dimensional beach transformation due to waves. Proc. 14th Coastal Eng. Conf., ASCE, 920-938.

Tan, 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.

Vellinga, P. (1986). Beach and dune erosion during storm surges. Ph. D. Thesis, Delft University of Technology, (también Delft Hydraulics Laboratory, Comm. No. 372).

Walton, 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.

Wilkinson, 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.

Winant, 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.

Wright, 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.

Wright, L.D. y Short, A.D. (1984). Morphodynamics variability of surf zones and beaches: A synthesis. Marine Geology, 56, 93-118.

Wright, 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.

Wright, 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.

Wright, L.D. (1987). Shelf-surfzone coupling: diabathic shoreface transport. Coastal Sediments'87, ASCE,25-40.

Yasso, W.E. (1965). Plan geometry of headland bay beaches. J. of Geology, 73, 702-714.

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