TECHNICAL PAPERS
Sep 1, 1998

Coastal Flood Risk Assessment

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 124, Issue 5

Abstract

In many parts of the world, design standards now require the assessment of risks. Measures of risk are often qualitative, with descriptors such as “high,”“low,”“intolerable,” or “negligible.” The practitioner is thus left with the task of reconciling the qualitative assessment of risks with the quantitative demands of design. Probabilistic techniques are being used increasingly for the design and assessment of sea defenses. In this paper the use of probabilistic techniques in risk assessment for sea defenses is considered. The respective advantages and disadvantages of different techniques are discussed. Some new approximate methods are described and compared with existing approaches. Example calculations based on 21 years of synthesized wave and water level data are presented for the case of wave overtopping. The different methods are employed to calculate the probabilities of exceeding the overtopping threshold for two structures. The results are used to discuss what might be considered practical and realistic in terms of risk assessment for sea defenses, and to identify areas where further research could be beneficial.

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References

1.
Burgess, K. A., and Reeve, D. E. (1994). “The development of a method for the assessment of sea defences and risk of flooding.”Proc., 29th MAFF Conf. of River and Coast. Engrs., U.K. Ministry of Agriculture, Fisheries, and Food, London, U.K., 5.3.1—5.3.12.
2.
Carter, D. J. T., Challenor, P. G., Ewing, J. A., Pitt, E. G., Srokosz, M. A., and Tucker, M. J. (1986). “Estimating wave climate parameters for engineering applications.”Offshore Technol. Rep., OTH 86 228, Her Majesty's Stationery Office, London, U.K.
3.
Coles, S. G., and Tawn, J. A. (1994). “Statistical methods for multivariate extremes: An application to structural design (with discussion).”Appl. Statistics, 43, 1—48.
4.
Francis, P. E. (1987). “The North European Storm Study (NESS).”Adv. in Underwater Technol., Oc. Sci. and Offshore Engrg., 12, 61—70.
5.
Golding, B. A. (1983). “Wave prediction system for real-time sea state forecasting.”Quarterly J. Royal Meteorological Soc., 109, 393—416.
6.
Li, K. S. (1992). “Point-estimate method for calculating statistical moments.”J. Engrg. Mech., ASCE, 118(7), 1506—1511.
7.
Maddrell, R. J., Burgess, K. A., Deakin, R., and Mounsey, C. (1995). “Identification of coastal flood areas in England and Wales for the insurance industry.”Proc., 30th MAFF Conf. of River and Coast. Engrs., U.K. Ministry of Agriculture, Fisheries, and Food, London, U.K., 2.1.1—2.1.11.
8.
Meadowcroft, I. C., Reeve, D. E., Allsop, N. W. H., Diment, R. P., and Cross, J. (1996). “Development of new risk assessment procedures for coastal structures.”Advances in coastal structures and breakwaters, Thomas Telford Ltd., London, U.K., 6—25 (and discussion).
9.
Netherlands Centre for Civil Engineering Research and Codes/U.K. Construction Industry Research and Information Association. (1991). “Manual on the use of rock in coastal and shoreline engineering.”Spec. Publ. 83/Rep. 154, London, U.K.
10.
Owen, M. W. (1980). “Design of seawalls allowing for wave overtopping.”Rep. EX924, HR Wallingford, Wallingford, Oxfordshire, U.K.
11.
Reeve, D. E., and Burgess, K. A. (1994). “A method for the assessment of coastal flood risk.”IMA J. Mathematics Appl. in Business & Industry, 5, 197—209.
12.
Reeve, D. E., Li, B., and Fleming, C. A. (1996). “Validation of storm wave forecasting.”Proc., 31st Conf. of River and Coast. Engrs., U.K. Ministry of Agriculture, Fisheries, and Food, London, U.K., 4.3.1—4.3.12.
13.
Rosenblueth, E. (1975). “Point estimates for probability moments.”Proc. Nat. Acad. Sci., 72(10), 3812—3814.
14.
Thoft-Christensen, P., and Baker, M. J. (1982). Structural reliability theory and its applications. Springer, Berlin, Germany.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 124Issue 5September 1998
Pages: 219 - 228

History

Published online: Sep 1, 1998
Published in print: Sep 1998

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D. E. Reeve
Sr. Mathematician, Sir William Halcrow & Partners Ltd., Burderop Park, Swindon, Wiltshire, SN4 0QD, U.K.

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