Abstract
The design of coastal structures is based on probabilistic events such as wave characteristics. But the design has to take into account the water level, which is generally chosen as the higher high water of large tides based on predictions. But due mainly to the influence of meteorologic conditions, these water levels are partly random in nature. The object of the present paper is to study the influence of the choice of this parameter for the design of coastal structures, with particular emphasis to those located along the St. Lawrence lower estuary. It is suggested that the design elevation should be some 30 cm higher than the one above.
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References
Borgman, L. E.: 1963, ‘Risk Criteria’Journal of the Waterways and Harbors Division, ASCE, WW3, pp. 1–35.
Biswas, A. K.: 1968, ‘Application of Risk Criteria in Coastal Engineering’Proc. 11th Conference on Coastal Engineering Chapter 84, London, 1968.
Briand, J. M.: 1980, ‘Étude descriptive des amplitudes des ondes de tempête de l’est du Canada et de l’estuaire du Saint-Laurent’Département d’Océanographie, Université du Québec à Rimouski 263 p.
Canadian Hydrographie Service: 1968, ‘Tide and Water Level Bench Marks — Volume 3’Marine Environmental Data Service. Ocean and Aquatic Sciences Department of Energy, Mines and Resources, Ottawa.
Canadian Hydrographie Service: 1971, ‘Water Levels — Volume 2 — Tidal’Marine Environmental Data Service. Ocean and Aquatic Sciences Department of the Environment, Ottawa.
Canadian Hydrographie Service: 1980, ‘Monthly and Yearly Mean Water Levels’Marine Environmental Data Service. Ocean and Aquatic Sciences Department of Fisheries and Oceans, Ottawa.
Canadian Hydrographie Service: 1986, ‘Canadian Tide and Current Tables’Marine Environmental Data Service. Ocean and Aquatic Sciences Department of Fisheries and Oceans, Ottawa.
Chapon, J.: 1981, ‘Considérations sur la recherche de l’optimum économique pour le dimensionnement des ouvrages de protection contre la mer’Annales des Ponts et Chaussées 1er trimestre, pp. 21—38.
El-Sabh, M. I., Murty, T. S., and Briand, J. M.: 1983, ‘Les ondes de tempête dans l’estuaire du Saint- Laurent’Sciences et techniques de l’eau vol. 16, 3, pp. 15—22.
Forrester, W. D.: 1983, ‘Canadian Tidal Manual, Department of Fisheries and Oceans’Canadian Hydrographie Service Ottawa, Ont., 138 p.
Godin, G.: 1972The Analysis of Tides University of Toronto Press, Toronto, 264 p.
Godin, G.: 1979, ‘La marée dans le golfe et l’estuaire du Saint-Laurent’Le Naturaliste canadien 106, vol. 1–2, pp. 105–121.
Gumbel, E. J.: 1958, ‘Statistics of Extremes’Columbia University Press N.Y., 375 p.
Larras, J.: 1965, ‘Probabilité d’apparition des houles dont l’amplitude dépasse une valeur donnée’C.R. Acad. Se. Paris Vol. 260, March 15, pp. 3125—3128.
Murty, T. S.: 1984, ‘Storm Surges — Meteorological Ocean Tides’Canadian Bull. Fish. Aquat.Sci. 212, 906 p.
Ouellet, Y.: 1974, ‘Sur le dimensionnement optimal de brise-lames à talus en enrochements et en blocs artificiels’Revue de la Société canadienne de Génie civil Ottawa, sept., 22 p.
Ouellet, Y. and Maltais, D.: 1986, ‘Modélisation de la marée et des vagues de tempête dans l’estuaire et le golfe du Saint-Laurent’Le Naturaliste Canadien (Rev.Ecol. Syst.) 113, pp. 91—101.
Ploeg, J.: 1968, ‘A General Discussion on the Selection of a Design Wave’Second Marine Engineering Seminar Department of Public Works of Canada, Ottawa, Dec., 21p.
Van De Kreeke, J. and Paape, A.: 1964, ‘On Optimum Breakwater Design’Proceedings of the 9 th Conference on Coastal Engineering Lisbon, pp. 532—552.
Wood, F. J.: 1978, ‘The Strategic Role of Perigean Spring Tides — In Nautical History and North American Coastal Flooding’U.S. Department of Commerce, National Oceanic and Atmospheric Administration Washington, D.C., 538 p
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© 1988 D. Reidel Publishing Company
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Ouellet, Y., Dupuis, P. (1988). Choice of Water Level Elevation for the Design of Coastal Structures. In: El-Sabh, M.I., Murty, T.S. (eds) Natural and Man-Made Hazards. Springer, Dordrecht. https://doi.org/10.1007/978-94-009-1433-9_28
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DOI: https://doi.org/10.1007/978-94-009-1433-9_28
Publisher Name: Springer, Dordrecht
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