- -

Análisis de la estabilidad de diques rompeolas

RiuNet: Repositorio Institucional de la Universidad Politécnica de Valencia

Compartir/Enviar a

Citas

Estadísticas

  • Estadisticas de Uso

Análisis de la estabilidad de diques rompeolas

Mostrar el registro sencillo del ítem

Ficheros en el ítem

dc.contributor.author Vidal, César es_ES
dc.contributor.author Losada, Miguel Ángel es_ES
dc.contributor.author Medina, Raúl es_ES
dc.contributor.author Losada, Iñigo es_ES
dc.date.accessioned 2019-03-22T08:13:16Z
dc.date.available 2019-03-22T08:13:16Z
dc.date.issued 1994-03-31
dc.identifier.issn 1134-2196
dc.identifier.uri http://hdl.handle.net/10251/118389
dc.description.abstract [ES] Uno de los factores determinantes del diseño de los diques rompeolas es el relativo al tipo y peso de las piezas del manto principal, que con un talud determinado, son capaces de resistir las solicitaciones debidas al oleaje. En este artículo se realiza una revisión del estado del arte de los métodos de cálculo de la estabilidad hidrodinámica de las piezas del manto principal de los diques rompeolas. A lo largo de los diferentes apartados se analizan la estabilidad de las piezas del manto exterior y de los morros de los diques no rebasables, de los diferentes mantos de los diques rebasables y de los diques berma. Junto al análisis anterior se acompañan las tablas y gráficos que permiten el cálculo del peso de las piezas artificiales y naturales más utilizadas. Por último se dedica un breve apartado al problema de la determinación de la solicitación de cálculo. es_ES
dc.language Español es_ES
dc.publisher Universitat Politècnica de València
dc.relation.ispartof Ingeniería del Agua
dc.rights Reserva de todos los derechos es_ES
dc.subject Ingeniería del agua es_ES
dc.subject Ingeniería civil es_ES
dc.title Análisis de la estabilidad de diques rompeolas es_ES
dc.type Artículo es_ES
dc.date.updated 2019-03-22T08:06:50Z
dc.identifier.doi 10.4995/ia.1994.2629
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Vidal, C.; Losada, MÁ.; Medina, R.; Losada, I. (1994). Análisis de la estabilidad de diques rompeolas. Ingeniería del Agua. 1(1):17-34. https://doi.org/10.4995/ia.1994.2629 es_ES
dc.description.accrualMethod SWORD es_ES
dc.relation.publisherversion https://doi.org/10.4995/ia.1994.2629 es_ES
dc.description.upvformatpinicio 17 es_ES
dc.description.upvformatpfin 34 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 1
dc.description.issue 1
dc.identifier.eissn 1886-4996
dc.description.references Ahrens, J.P. and McCartney, B.L., 1975. Wave Period Effect on the Stability of Riprap. Proc. Civil Eng. in the Oceans III, Vol. 2. 1019-1034. es_ES
dc.description.references Ahrens, J.P., 1987 Characteristics of Reef| Breakwaters. CERC, Vicksburg, Technical Report CERC-87-17. es_ES
dc.description.references Ahrens, J.P., 1989. " Stability of Reef Breakwaters". Journal of Waterway, Port, Coastal and Ocean Engineering, Vol. 115, No. 2, March, 1989. es_ES
dc.description.references Andersen, O.H., Juhl, J. and Sloth, P., 1992. Rear Side Stability of Berm Breakwaters. Proc. 23rd ICCE.Venice. pp. 1020-1029. es_ES
dc.description.references Battjes, J.A., 1974a. Computation of Set-Up, Longshore Currents, Run-Up, and Overtopping Due to Wind Generated Waves. Communications on Hydraulics, Delft University of Technology, Rep., 74-2. es_ES
dc.description.references Battjes, J.A. and Ross, A., 1975. Characteristics of Flow in Run-up of Periodic Waves. Communications on Hydraulics. Delf University of Technology, Rep. 75-3. es_ES
dc.description.references Bezuijen, A. and Breteler, M.K., 1992. Oblique Wave Attack on Block Revetments. Proc. of 23th Int. Conf. on Coastal Eng. ASCE. pp: 1030-1043. es_ES
dc.description.references Bruun, P., 1973. Port Engineering. Gulf Publishing Co. es_ES
dc.description.references Bruun, P. and Johannesson, P., 1976. Parameters Affecting Stability of Rubble Mounds. J. Waterw. Harbors Coastal Eng. Div., ASCE. 102. (WW2). 141-164. es_ES
dc.description.references Bruun, P and Johannesson, P., 1977. Parameters Affecting Stability of Rubble Mounds. Closure. J. Waterw. Port Coastal and Ocean Div., ASCE. 103. (WW4). 553-566. es_ES
dc.description.references Bruun, P. and Günbak, A. R., 1977. Risk Criteria in Design Stability of Sloping Structures in Relation to ξ = tan α / √(H/LU). Symp. Design. Rubble Mound Breakwaters, British Hovercraft Corporation. Isle of Wight, Paper No. 4. es_ES
dc.description.references Bruun, P. and Günbak, A. R., 1978. Stability of Sloping Structures in Relation to ξ = tan α / √(H/L0) Risk Criteria in Design. Coastal Eng. 1 287-322. es_ES
dc.description.references Bruun, P., 1985. Design and Construction of Mounds for Breakwaters and Coastal Protcctio. Elsevier, Amsterdam, The Netherlands. es_ES
dc.description.references Carstens, T., Tφrum, A. and Traetteberg, A., 1966. The Stability of Rubble Mound Breakwaters Against Irregular Waves. Proc. lOth. Conf. on Coastal Eng. Tokyo. 958-971. es_ES
dc.description.references Carver, R.D. and Heimbaugh, M.S., (1987). Stability of Stone- and Dolos- Armored Rubble-Mound Breakwater Heads Subjected to Breaking and Nonbreaking Waves with no Overttoping. Technical Report CERC-89-4. es_ES
dc.description.references Castro (de), E., 1933. Diques de Escollera. Revista de Obras Públicas, Madrid: 183-185. es_ES
dc.description.references Cruz, C., Isobe, M. and Watanabe, A., 1992. Non Linear Wave Translormation Over a Submerged Permeable Breakwater. 23rd ICCE, Venice. es_ES
dc.description.references Desiré, J.M., 1985. Comportamiento de un Sistema Granular Bajo Flujos Oscilatorios. Aplicación a Diques Rompeolas de Bloques Paralelepipédicos. Tesis Doctoral. Universidad de Cantabria. es_ES
dc.description.references Font, J.B., 1968. The Effect of Storm Duration on Rubble Mound Breakwater Stability. Proc. llth. Conf. on Coastal Eng. London. 779-786. es_ES
dc.description.references Givler, L.D. and S0rensen, R.M., 1986. An Investigation of the Stability of Submerged Homogeneous Rubble Mound Structures Under Wave Attack Lehigh University, H.R. IMBT Hydraulics, Report #IHL-110-86. es_ES
dc.description.references Günbak, A.R., 1978. Irregular Flume Tests with a 1 in 2.5 Rubble Mound Breakwater". Div. of Port and Ocean Eng., Norw. Inst. of Tech., Trondheim, Rep. No. 2/78. es_ES
dc.description.references Hudson, R.Y., 1959. Laboratory Investigation of Rubble Mound Breakwaters. J. Waterw. Habor División. ASCE. 85 (WW3): 93-121. es_ES
dc.description.references Iribarren, R., 1938. Una Fórmula para el Cálculo de los Diques de Escollera. M. Bermejillo Usabiaga, Pasajes, Guipúzcoa, España. es_ES
dc.description.references Iribarren, R. y Nogales, C., 1950. Generalización de la Fórmula para el Cálculo de los Diques de Escollera y Comprobación de sus Coeficientes. Revista de Obras Públicas. Madrid. 239-277. es_ES
dc.description.references Iribarren, R., 1964. Obras Marítimas. Ed. Dossat S.A., Madrid. es_ES
dc.description.references Iribarren, R., 1965. Formule pour le Calcul des Diques en Enrochements Naturels ou Elements Artificiéis. XXI Int. Nav. Congress. Stockholm. Section II-4. es_ES
dc.description.references Kobayashi, N. and Otta, A.K., 1987. Hydraulic Stability Analysis of Armor Units. ASCE, J. of Waterway, Port, Coastal and Ocean Engineering, 113 (2), 171 - 186. es_ES
dc.description.references Kobayashi, N., Wurjanto, A., 1989. Wave Overtopping on Coastal Structures. J. of Waterway, Port, Coastal and Ocean Eng. Vol. 115, No. 2. pp 235-251. es_ES
dc.description.references Kobayashi, N., Wurjanto, A. and Cox, D.T., 1990. Rock Slopes Under Irregular Wave Attack. 22th Conf. on Coastal Engineering, ASCE, Delft, pp. 1307 - 1319. es_ES
dc.description.references Kobayashi, N., Wurjanto, A., 1992. Irregular Wave Interaction with Permeable Slopes. 23th Conf. on Coastal Engineering, ASCE. es_ES
dc.description.references Larras, J., 1952. L'equilibre Sous-Marin d'un Massif de Materiaux Soumis a la Houle. Le Génie Civil, Septembre. es_ES
dc.description.references Losada, M.A. and Giménez-Curto, L.A. 1979a. The Joint Influence of the Wave Height and Period on the Stability of Rubble Mound Breakwaters in Relation to Iribarren's Number. J. of Coastal Eng., 3. 77-96. es_ES
dc.description.references Losada, M.A. and Giménez-Curto, L.A., 1981. An Approximation to the Failure Probability of Maritime Structures Under Sea State. Coastal Eng., 5. 147-157. es_ES
dc.description.references Losada, M.A. and Giménez-Curto, L.A., 1982. Mound Breakwaters Under Oblique Wave Attack; a Working Hypothesis. Coastal Eng., 6. 83-92. es_ES
dc.description.references Losada, M.A. and Desiré, J.M., 1985. Random Response of Mound Breakwaters Under Wave Attack. Proc. of the Iceland Coastal and River Symp., 357-267. es_ES
dc.description.references Losada M.A., Medina, R. and Alejo, M., 1988. Wave Forces on Armor Blocks. Proc. 21st. Coastal Engineering Conference. Málaga, Spain. es_ES
dc.description.references Losada M.A., Dalrymple, R. A. and Vidal, C., 1990. Water Waves in the Vecinity of Breakwaters. Journal of Coastal Research, I-7, Spring, pp 119-138. es_ES
dc.description.references Losada, M.A., Kobayashi, N. and Martin, F.L., 1992. "Armor Stability on Submerged Breakwaters". Journal of Waterway, Port, Coastal and Ocean Engineering. Vol 118, No.2, March/April. es_ES
dc.description.references Lorenzo, D. 1984. Estabilidad estructural de un talud de dolos. Tesis Doctoral. Universidad de Cantabria. es_ES
dc.description.references Magoon, O.T., Sloan, R.L. and Foote, G.L., 1975. Damages to Coastal Structures. 14th. Coastal Eng. Conference. ASCE. Copenhaguen. es_ES
dc.description.references Magoon, O.S. and Baird, W.F., 1977. Breakage of Breakwater Armour Units. Symp. Design Rubble Mound Breakwaters, British Overcraft Corporation. Isle of Wight. Paper No. 6. es_ES
dc.description.references Medina, J. R., 1992. A Robust Armor Design to Face Uncertainties. Proc. 22th Conf. on Coastal Engineering. Venice. 1371-1384. es_ES
dc.description.references PIANC, 1976. Final Report of the International Comission for the Study of Waves. Annexe Bul 1. No. 25, (Vol III/1976). es_ES
dc.description.references Raichlen, F., 1972. Armor Stability of Overtopped Breakwaters. J. of Waterways, Harbors and Coastal Engineering División. ASCE, WW2, Vol. 98, May. Discussion of Paper 8138, pp. 273 - 279. es_ES
dc.description.references Saville, T. Jr., 1962. An Approximation of the Wave Run-Up Frequency Distribution. Proc. 8th. Coastal Engineering Conference. México. es_ES
dc.description.references Sun, Z.C., Willians, A.F. and Allsop, N.W.H., 1992. Numerical Determination of Wave Induced Flow in Rubble Mound Breakwaters. Proc. 23rd ICCE, Venice. es_ES
dc.description.references U.S. Army Engineering District, Los Angeles Corps of Engineers, 1965. Dana Point Harbor, Dana Point, California. General Design Memorándum No. 1, September, 1965. es_ES
dc.description.references Van der Meer, J.W., 1988. Rock Slopes and Gravel Beaches Under Wave Attack. Delft Hydraulics Communication No. 396. es_ES
dc.description.references Van Hijun, E., 1974. Equilibrium Profiles of Coarse Material Under Wave Attack. Proc. 14th ICCE, Copenhaguen, Denmark, Chapter 54. es_ES
dc.description.references Van Hijun, E., 1976. Equilibrium Profiles and Longshore Transport of Coarse Material Under Wave Attack. Proc. 15th ICCE, Honolulú, Hawaii, Chapter 74. es_ES
dc.description.references Van Hijun, E. and Pilarczyk, K.W., 1982. Equilibrium Profile and Longshore Transport of Coarse Material Under Regular and Irregular Wave Attack. Delft Hydraulics, Publication N° 274, The Netherlands. es_ES
dc.description.references Van Oorschot, J.H. and d'Angremond, K., 1968. The Effect of Wave Energy Spectra on Wave Run-Up. Proc. llth. Conf. on Coastal Eng. London. 888 es_ES
dc.description.references Vidal, C., Losada, M.A. and Medina, R., 1991. Stability of Mound Breakwater's Head and Trunk. J. of Waterway, Port, Coastal and Ocean Engineering, ASCE. Vol. 117, No. 6, Nov/Dec. es_ES
dc.description.references Vidal, C. and Mansard, E.P.D., 1993. On the Stability of Low-Crest Breakwaters. NRC Report No. Hydraulics Laboratory. Ottawa, Canadá. es_ES
dc.description.references Vidal, C., Losada, M.A., Medina, R., Mansard, E.P.D. and Gómez - Pina, G., 1992. A Universal Analysis for the Stability of Both Low-Crested and Submerged Breakwaters. Proc. 22th Conf. on Coastal Engineering. Venice. 1679-1692. es_ES
dc.description.references Vidal, C., Losada, M.A. and Mansard, E.P.D., (1994a). Stability of Low-Crested Rubble-Mound Breakwater's Heads. es_ES
dc.description.references Vidal, C., Losada, M. A. and Mansard, E.P.D. (1994b). A Suitable Wave Height Parameter for Stability Formulae of Rubble-Mound Breakwaters. Aceptado para su publicación en el ASCE Journal of Waterways, Port, Coastal and Ocean Engineering. es_ES
dc.description.references Walker, J.R., Palmer, R.Q. and Dunhan, J.W., 1976. Breakwater Back Slope Stability". Civil Engineering in the Oceans. es_ES
dc.description.references Whillock, A.R. and Price, W.A., 1976: Armour Blocks as Slope Protection. Proc. 15th. Conf. on Coastal Eng. Honolulú. 2564-2571. es_ES


Este ítem aparece en la(s) siguiente(s) colección(ones)

Mostrar el registro sencillo del ítem