- -

Evolución en planta/perfil de una playa. Métodos predictivos

RiuNet: Institutional repository of the Polithecnic University of Valencia

Share/Send to

Cited by

Statistics

Evolución en planta/perfil de una playa. Métodos predictivos

Show full item record

Sánchez-Arcilla Conejo, A.; Jiménez, JA. (1995). Evolución en planta/perfil de una playa. Métodos predictivos. Ingeniería del Agua. 2(1 Extraordinario):119-132. https://doi.org/10.4995/ia.1995.2662

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/118547

Files in this item

Item Metadata

Title: Evolución en planta/perfil de una playa. Métodos predictivos
Author:
Issued date:
Abstract:
[ES] La regeneración/alimentación artificial de una playa supone reproducir una costa sedimentaria que, al igual que las costas naturales, estará sometida a una serie de procesos evolutivos. Estos procesos se esquematizan ...[+]
Subjects: Ingeniería del agua , Ingeniería civil , Ingeniería hidráulica
Copyrigths: Reconocimiento - No comercial - Sin obra derivada (by-nc-nd)
Source:
Ingeniería del Agua. (issn: 1134-2196 ) (eissn: 1886-4996 )
DOI: 10.4995/ia.1995.2662
Publisher:
Universitat Politècnica de València
Publisher version: https://doi.org/10.4995/ia.1995.2662
Thanks:
Parte de este trabajo ha sido realizado gracias a la colaboración del Programa de Clima Marítimo (Ente Público de Puertos del Estado) a través del convenio Procesos Hidrodinámicos en Zona de Rompientes.
Type: Artículo

References

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

Bodge, K. (1992). Representing equilibrium beach profiles with an exponential expression. J. of Coastal Research. 8, 47-55.

Bruun, P. (1953). Forms of equilibrium coasts with littoral drift.Tech. Rep. 3, University of California, Engineering Research Laboratory, Berkeley. [+]
Berenguer, J.M. y Enríquez, J. (1988). Design of pocket beaches. Proc. 21st Coastal Eng. Conf.,ASCE, 1411-1425.

Bodge, K. (1992). Representing equilibrium beach profiles with an exponential expression. J. of Coastal Research. 8, 47-55.

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

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

CUR. (1988). Manual on Artificial Beach Nourishment.Rijkswaterstaat, The Netherlands, 195 pp y anejos.

Dalrymple, R.A. (1992). Prediction of storm/normal beach profiles. J. of Waterway. Port. Coastal and Ocean Engineering. 118, 2, 193-200.

Dalrymple, R.A. y Thompson, W. (1976). Study of equilibrium beach profiles. Proc. 15th Coastal Eng. Conf.. ASCE. 1277-1296.

Dean, R.G. (1973). Heuristic models of sand transpon in the surf zone. Proc. of the Conf. on Engineering Dynamics in the surf zone. 208-214.

Dean, R.G. (1977). Equilibrium beach profiles: US Atlantic and Gulf Coasts. Dept. of Civil Eng., Ocean Eng. Tech. Rep. 12, Univ. of Delaware.

Dean, R.G. (1997). Equilibrium beach profiles: characteristics and applications. J. of Coastal Research. 7, 1, 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 Ratón, 151-166.

Dean, R.G. y Yoo, C. 1993. Predictability of beach nouríshment perfomance. En: Stauble, D.K. y Kraus, N.C. (eds.), Beach Nourishment Engineering and Management Considerations.ASCE, 86-102.

De Vriend, H.J.; Zyserman, J.; Nicholson, J.; Roelvink, J.A.; Pechón, P. y Southgate, H.N. (1994). Medium-term 2DH coastal área modelling. Coastal Engineering. 21. 193-224.

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

Hedegaard, I.B.; Roelvink, J.A.; Southgate, H.; Pechón, P.; Nicholson, J. y Hamm, L. (1992). Intercomparison of coastal profile models. Proc. 23rd Coastal Eng. Conf.. ASCE, 2108-2121.

Horikawa, K. (1988) Nearshore Dynamics and Coastal Processes. University of Tokyo Press, Tokyo.

Hoyle, J.W. y King, G.T. (7955). The orígin and stability of beaches. Proc. 6th Coastal Eng. Conf.. ASCE,'281-301.

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

Inman, D.L.; Elwany, M.H.S. y Jenkins, S.A. (1993). Shoreríse and bar-berm profiles on ocean beaches. J. of Geophysical Research, 98. C10.18181 -18199.

Jiménez, J.A. (1995). BEACH1L. Laboratori d'Enginyeria Marítima, Universitat Politécnica de Catalunya, Barcelona, 41 pp y anejos.

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). 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. y Sánchez-Arcilla, A. (1995). Discussion on A nalysis of bayed beaches in static equilibríum. J. of Waterway. Port. Coastal and Ocean Engineering.Mav/June (en prensa).

Komar, P.D. (1976). Beach Processes and Sedimentation. Prentice-Hall. Englewood Cliffs, 429 pp.

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. (1985). Prediction models of shoreline change. En: Horikawa, K. (ed.), Nearshore Dynamics and Coastal Processes. University of Tokyo Press, Tokyo, 321-366.

Kriebel, D.L. y Dean, R.G. (7995). Convolution method for time-dependent beach-profile response. J. of Waterway. Port. Coastal and Ocean Engineering. 119, 2, 204-226.

Kriebel, D.L.; Kraus, N.C. y Larson, M. (1991). Engineering methods for predicting beach profile response. Coastal Sediments' 91.ASCE, 557-571.

Larson, M. (1955). Ouantification of beach profile change.Report 1008, Dept. of water Resources Eng., Lund University.

Larson, M. (1991). Equilibríum beach profiles of a beach with varying grain size. Coastal Sediments'91. ASCE, 905-919.

Larson, M.; Hanson, H. y Kraus, N.C. (1987). Analytical solutions of the one-line model of shoreline change. Tech. Rep. CERC-87-15.

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

Negro, V. (1990). La variabilidad de los perfiles de playa. Perfiles de verano e invierno. Análisis histórico(1a parte). Revista de Obras Publicas. Marzo 1990, 23-29.

Ozasa, H. y Brampton, A.H. (1980). Mathematical modelling of beaches backed by seawalls. Coastal Engineering. 4, 1, 47-64.

Pelnard-Considere, R. (1956). Essai de theorie de l'evolution des formes de rivage de sable et de galets. 4th Journees de l'Hydraulique. Question III, Rapport 1, 289-298.

Rivero, F. (1995). PROPS. Laboratori d'Enginyeria Marítima, Universitat Politécnica de Catalunya, Barcelona.

Sánchez-Arcilla, A. y Jiménez, J.A. (1994). Ingeniería de playas (I): conceptos de morofología costera. Ingeniería del Agua. 1, 2, 97-114.

Short, A.D. (ed.) (]993). Beach and surf zone morphodynamics. J. of Coastal Research.Special Issue 15.

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

Silvester, R. y Hsu, J.R.C. (1991). New and oíd ideas in coastal sedimentation. Reviews in Aquatic Sciences. 4, 4, 375-410.0

Steetzel, H.J. (1993). Cross-shore transpon during storm surges.Ph.D. Thesis, Delft University of Technology, 242pp.

Sunamura, T. (1984). Quantitativeprediction ofbeach-face slopes. Geological Soc. of Amer. Bull..95, 242-245.

Sunamura, T. (1985). Beach morphologies and their change. En: Horikawa, K. (ed.), Nearshore Dynamics and Coastal Processes. Univ. of Tokyo Press, Tokyo, 136-157.

Tan, S.K. y Chiew, Y.M. (1994). Analysis of bayed beaches in static equilibríum. J. of Waterway. Port. Coastal and Ocean Engineering. 120. 2, 145-153.

Vellinga, P. (1982). Beach and dune erosión duríng storm. surges. Coastal Engineering, 6, 806-819.

Vellinga, P. (1986). Beach and dune erosión during storm surges. Ph. D. Thesis, Delft University of Technology.

Walton, T.L. (1994). Shoreline evolution for tapered beach fill. J. of Waterway. Port. Coastal and Ocean Engineering. 120, 6, 651-655. Wiegel, R.L. (1964) Oceanographic Engineering. Prentice-Hall, Englewood Cliffs.

Wind, H.G. (1994). An analytical model of crenulate shaped beaches. Coastal Engineering. 23. 243-253.

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

[-]

This item appears in the following Collection(s)

Show full item record