Análisis de la estabilidad de diques rompeolas

  1. Vidal, César
  2. Losada, Miguel Ángel
  3. Medina, Raúl
  4. Losada, Iñigo
Revista:
Ingeniería del agua

ISSN: 1134-2196

Any de publicació: 1994

Volum: 1

Número: 1

Pàgines: 17-34

Tipus: Article

DOI: 10.4995/IA.1994.2629 DIALNET GOOGLE SCHOLAR lock_openAccés obert editor

Altres publicacions en: Ingeniería del agua

Objectius de Desenvolupament Sostenible

Resum

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.

Referències bibliogràfiques

  • 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.
  • Ahrens, J.P., 1987 Characteristics of Reef| Breakwaters. CERC, Vicksburg, Technical Report CERC-87-17.
  • Ahrens, J.P., 1989. " Stability of Reef Breakwaters". Journal of Waterway, Port, Coastal and Ocean Engineering, Vol. 115, No. 2, March, 1989. https://doi.org/10.1061/(ASCE)0733-950X(1989)115:2(221)
  • Andersen, O.H., Juhl, J. and Sloth, P., 1992. Rear Side Stability of Berm Breakwaters. Proc. 23rd ICCE.Venice. pp. 1020-1029.
  • 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.
  • 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.
  • 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.
  • Bruun, P., 1973. Port Engineering. Gulf Publishing Co.
  • Bruun, P. and Johannesson, P., 1976. Parameters Affecting Stability of Rubble Mounds. J. Waterw. Harbors Coastal Eng. Div., ASCE. 102. (WW2). 141-164. https://doi.org/10.9753/icce.v15.141
  • 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.
  • 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.
  • 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. https://doi.org/10.1016/0378-3839(78)90032-7
  • Bruun, P., 1985. Design and Construction of Mounds for Breakwaters and Coastal Protcctio. Elsevier, Amsterdam, The Netherlands.
  • 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. https://doi.org/10.9753/icce.v10.54
  • 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.
  • Castro (de), E., 1933. Diques de Escollera. Revista de Obras Públicas, Madrid: 183-185.
  • Cruz, C., Isobe, M. and Watanabe, A., 1992. Non Linear Wave Translormation Over a Submerged Permeable Breakwater. 23rd ICCE, Venice.
  • Desiré, J.M., 1985. Comportamiento de un Sistema Granular Bajo Flujos Oscilatorios. Aplicación a Diques Rompeolas de Bloques Paralelepipédicos. Tesis Doctoral. Universidad de Cantabria.
  • Font, J.B., 1968. The Effect of Storm Duration on Rubble Mound Breakwater Stability. Proc. llth. Conf. on Coastal Eng. London. 779-786. https://doi.org/10.9753/icce.v11.50
  • 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.
  • 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.
  • Hudson, R.Y., 1959. Laboratory Investigation of Rubble Mound Breakwaters. J. Waterw. Habor División. ASCE. 85 (WW3): 93-121.
  • Iribarren, R., 1938. Una Fórmula para el Cálculo de los Diques de Escollera. M. Bermejillo Usabiaga, Pasajes, Guipúzcoa, España.
  • 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.
  • Iribarren, R., 1964. Obras Marítimas. Ed. Dossat S.A., Madrid.
  • Iribarren, R., 1965. Formule pour le Calcul des Diques en Enrochements Naturels ou Elements Artificiéis. XXI Int. Nav. Congress. Stockholm. Section II-4.
  • 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. https://doi.org/10.1061/(ASCE)0733-950X(1987)113:2(171)
  • 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. https://doi.org/10.1061/(ASCE)0733-950X(1989)115:2(235)
  • 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.
  • Kobayashi, N., Wurjanto, A., 1992. Irregular Wave Interaction with Permeable Slopes. 23th Conf. on Coastal Engineering, ASCE.
  • Larras, J., 1952. L'equilibre Sous-Marin d'un Massif de Materiaux Soumis a la Houle. Le Génie Civil, Septembre.
  • 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. https://doi.org/10.1016/0378-3839(79)90011-5
  • 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. https://doi.org/10.1016/0378-3839(81)90012-0
  • Losada, M.A. and Giménez-Curto, L.A., 1982. Mound Breakwaters Under Oblique Wave Attack; a Working Hypothesis. Coastal Eng., 6. 83-92. https://doi.org/10.1016/0378-3839(82)90017-5
  • 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.
  • Losada M.A., Medina, R. and Alejo, M., 1988. Wave Forces on Armor Blocks. Proc. 21st. Coastal Engineering Conference. Málaga, Spain. https://doi.org/10.9753/icce.v21.184
  • 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.
  • 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. https://doi.org/10.1061/(ASCE)0733-950X(1992)118:2(207)
  • Lorenzo, D. 1984. Estabilidad estructural de un talud de dolos. Tesis Doctoral. Universidad de Cantabria.
  • Magoon, O.T., Sloan, R.L. and Foote, G.L., 1975. Damages to Coastal Structures. 14th. Coastal Eng. Conference. ASCE. Copenhaguen. https://doi.org/10.9753/icce.v14.97
  • 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.
  • Medina, J. R., 1992. A Robust Armor Design to Face Uncertainties. Proc. 22th Conf. on Coastal Engineering. Venice. 1371-1384.
  • PIANC, 1976. Final Report of the International Comission for the Study of Waves. Annexe Bul 1. No. 25, (Vol III/1976).
  • 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.
  • Saville, T. Jr., 1962. An Approximation of the Wave Run-Up Frequency Distribution. Proc. 8th. Coastal Engineering Conference. México.
  • 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.
  • U.S. Army Engineering District, Los Angeles Corps of Engineers, 1965. Dana Point Harbor, Dana Point, California. General Design Memorándum No. 1, September, 1965.
  • Van der Meer, J.W., 1988. Rock Slopes and Gravel Beaches Under Wave Attack. Delft Hydraulics Communication No. 396.
  • Van Hijun, E., 1974. Equilibrium Profiles of Coarse Material Under Wave Attack. Proc. 14th ICCE, Copenhaguen, Denmark, Chapter 54. https://doi.org/10.9753/icce.v14.54
  • Van Hijun, E., 1976. Equilibrium Profiles and Longshore Transport of Coarse Material Under Wave Attack. Proc. 15th ICCE, Honolulú, Hawaii, Chapter 74. https://doi.org/10.9753/icce.v15.73
  • 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.
  • 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. https://doi.org/10.9753/icce.v11.57
  • 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. https://doi.org/10.1061/(ASCE)0733-950X(1991)117:6(570)
  • Vidal, C. and Mansard, E.P.D., 1993. On the Stability of Low-Crest Breakwaters. NRC Report No. Hydraulics Laboratory. Ottawa, Canadá.
  • 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.
  • Vidal, C., Losada, M.A. and Mansard, E.P.D., (1994a). Stability of Low-Crested Rubble-Mound Breakwater's Heads. https://doi.org/10.1061/(ASCE)0733-950X(1995)121:2(114)
  • 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.
  • Walker, J.R., Palmer, R.Q. and Dunhan, J.W., 1976. Breakwater Back Slope Stability". Civil Engineering in the Oceans.
  • Whillock, A.R. and Price, W.A., 1976: Armour Blocks as Slope Protection. Proc. 15th. Conf. on Coastal Eng. Honolulú. 2564-2571. https://doi.org/10.9753/icce.v15.146