Random wave overtopping of simple sea walls: A new regression model

Proceedings of the Institution of Civil Engineers: Water and Maritime Engineering

Volumn 130, Issue 1, 1998, Pages 1-10

  Hedges, T S ^a   Reis, M T ^b  

^a UNIVERSITY OF LIVERPOOL   (United Kingdom)

^b NATIONAL LABORATORY FOR CIVIL ENGINEERING   (Portugal)

Author keywords

Coastal engineering; Design methods aids; Sea defences

Indexed keywords

COASTAL ENGINEERING; FLUID STRUCTURE INTERACTION; MATHEMATICAL MODELS; REGRESSION ANALYSIS; SHORE PROTECTION; STRUCTURAL DESIGN; WATER WAVE EFFECTS;

RANDOM WAVE OVERTOPPING; SEA DEFENSES; SEA WALLS;

QUAY WALLS;

OVERTOPPING; SEA WALL; WAVE INTERACTION;

COASTAL ENGINEERING; OVERTOPPING; SEA DEFENCE; SEA WALL; SEA WALLS; WAVE INTERACTION;

EID: 0032029674     PISSN: 14724561     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (26)

1. HYDRAULICS RESEARCH STATION. Design of seawalls allowing for wave overtopping. Report No. EX 924. Hydraulics Research Station, Wallingford, 1980.
2. OWEN M. W. The hydraulic design of seawall profiles. Proceedings of conference on shoreline protection. Institution of Civil Engineers, London, 1982, 129-136.
3. AMINTI P. and FRANCO L. (EDGE B. L. (ed.)) Wave overtopping on rubble mound breakwaters. Proceedings of the twenty-first coastal engineering conference, Malaga. ASCE, New York, 1988, 770-781.
4. AHRENS J. P. and BENDER T. Evaluating the performance of seawalls. Proceedings of conference on coastal structures and breakwaters. Institution of Civil Engineers, London, 1992, 13-24.
5. BRADBURY A. P. and ALLSOP N. W. H. Hydraulic effects of breakwater crown walls. Proceedings of conference on design of breakwaters. Institution of Civil Engineers, London, 1988, 385-396.
6. AHRENS J. P. and HEIMBAUGH M. S. (EDGE B. L. (ed.)) Seawall overtopping model. Proceedings of the twenty-first coastal engineering conference, Malaga, ASCE, New York, 1988, 795-806.
7. SAWARAGI T., DEGUCHI I. and PARK S.-K. (EDGE B. L. (ed.)) Reduction of wave overtopping rate by the use of artificial reefs. Proceedings of the twenty-first coastal engineering conference, Malaga. ASCE, New York, 1988, 335-349.
8. PEDERSEN J. and BURCHAKTH H. F. (EDGE B. L. (ed.)) Wave forces on crown walls. Proceedings of the twenty-third coastal engineering conference, Venice. ASCE, New York, 1992, 1489-1502.
9. DE WAAL J. P. and VAN DER MEER J. W. (EDGE B. L. (ed.)) Wave runup and overtopping on coastal structures. Proceedings of the twenty-third coastal engineering conference, Venice. ASCE, New York, 1992, 1758-1771.
10. VAN DER MEER J. W. Conceptual design of rubble mound breakwaters. Publication No. 483. Delft Hydraulics, Delft, 1993.
11. SMITH G. M., SEIJFFERT J. W. W. and VAN DER MEER J. W. (EDGE B. L. (ed.)) Erosion and overtopping of a grass dike: large scale model tests. Proceedings of the twenty-fourth coastal engineering conference, Kobe. ASCE, New York, 1994, 2639-2652.
12. VAN DER MEER J. W. and JANSSEN J. P. F. M. (KOBAYASHI N. and DEMIRBILEK Z. (eds)) Wave run-up and wave overtopping at dikes. Wave forces on inclined and vertical wall structures. ASCE, New York, 1995.
13. FRANCO L, DE GERLONI M. and VAN DER MEER J. W. (EDGE B. L. (ed.)) Wave overtopping on vertical and composite breakwaters. Proceedings of the twenty-fourth coastal engineering conference, Kobe. ASCE, New York, 1994, 1030-1045.
14. IAHR WORKING GROUP ON WAVE GENERATION AND ANALYSIS. List of sea-state parameters. J. Waterway Port Coastal Ocean Engng, 1989, 115, No. 6, 793-808.
15. MASSEY B. S. Units, dimensional analysis and physical similarity. Van Nostrand Reinhold, London, 1971.
16. GUNST R. F. and MASON R. L. Regression analysis and its application: a data-oriented approach. Marcel Dekker, New York, 1980.
17. ROUSSEEUW P. J. and LEROY A. M. Robust regression and outlier detection. John Wiley & Sons, New York, 1987.
18. DRAPER N. R. and SMITH H. Applied regression analysis. John Wiley & Sons, New York, 1981.
19. STREETER V. L. and WYLIE E. B. Fluid mechanics. McGraw-Hill Kogakusha, Tokyo, 1979.
20. KIKKAWA H., SHI-IGAI H. and KONO T. Fundamental study of wave overtopping on levees. Coastal Engng Japan, 1968, 11, 107-115.
21. CIRIA/CUR. Manual on the use of rock in coastal and shoreline engineering. Special publication 83. Construction Industry Research and Information Association, London, 1991.
22. AHRENS J. P. Irregular wave run-up on smooth slopes. Coastal Engineering Technical Aid No. 81-17. US Army, Corps of Engineers, Coastal Engineering Research Center, Fort Belvoir, 1981.
23. ALLSOP N. W. H., HAWKES P. J., JACKSON F. A. and FRANCO L. Wave run-up on steep slopes - model tests under random waves. Report No. SR2. Hydraulics Research Ltd, Wallingford, 1985.
24. ISHERWOOD R. M. Technical note: a revised parameterisation of the Jonswap spectrum. Appl. Ocean Res., 1987, 9, No. 1, 47-50.
25. HOGBEN N. (LE MEHAUTE B. and HANES D. M. (eds)) Long term wave statistics. The Sea. John Wiley & Sons, New York, 1990.
26. JENSEN O. J. and JUHL J. (NANJING HYDRAULIC RESEARCH INSTITUTE (ed.)) Wave overtopping on breakwaters and sea dikes. Proceedings of conference on coastal and port engineering in developing countries. China Ocean Press, Beijing, 1987, 716-730.