Wave setup

Handbook of Coastal and Ocean Engineering

Volumn , Issue , 2009, Pages 1-24

  Dean, Robert G ^a   Walton, Todd L ^b  

^a UNIVERSITY OF FLORIDA   (United States)

^b FLORIDA STATE UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

STORMS;

DYNAMIC COMPONENT; ENGINEERING APPLICATIONS; ENGINEERING DESIGN; FIELD CONDITIONS; NATURAL SYSTEMS; RECREATIONAL BEACHES; SEVERE STORMS; WATER COLUMNS;

WATER LEVELS;

EID: 84969630118     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1142/9789812819307_0001     Document Type: Chapter

References (44)

1. A. T. Ippen, Estuary and Coastline Hydrodynamics (McGraw-Hill Book Company, 1966), 744 pp.
2. M. S. Longuet-Higgins, Radiation stress and mass transport in gravity waves with application to “surf beats”, J. Fluid Mech. 13(4), 481-504 (1962).
3. M. S. Longuet-Higgins and R. W. Stewart, A note on wave set-up, J. Marine Res. 21, 4-10 (1963).
4. M. S. Longuet-Higgins and R. W. Stewart, Radiation stresses in water waves; a physical discussion, with applications, Deep-Sea Res. 11, 529-562 (1964).
5. R. A. Holman, Wave set-up, Handbook of Coastal and, Ocean Engineering, Vol. 1, ed. J. Herbich (Gulf Publishing, 1990), Chapter 11, pp. 635-646.
6. Vander Meer, TAW Technical Report: Wave Run-up and Wave Overtopping at Dikes, Technical Advisory Committee for Flood Defence, Delft (2003).
7. M. S. Longuet-Higgins, On the wave-induced difference in mean sea level between the two sides of a submerged breakwater, J. Marine Res. 25(2), 148-153 (1967).
8. W. R. Dally, R. G. Dean and R. A. Dalrymple, Wave height variation across beaches of arbitrary profile, J. Geophys. Res. 90(6), 11917-11927 (1985).
9. R. G. Dean, Stream function representation of nonlinear ocean waves, J. Geophys Res. 79(30), 4489-4504 (1965).
10. R. G. Dean, Evaluation and Development of Water Wave Theories for Engineering Application; Volume I: Presentation of Research Results; Volume II: Tabulation of Dimensionless Stream Function Variables, Special Report No. 1, Published by U.S. Army Corps of Engineers, Coastal Engineering Research Center (1974).
11. R. A. Dalrymple, A finite amplitude wave on a linear shear current, J. Geophys. Res. 87(1), 483-491 (1974).
12. R. G. Dean and C. J. Bender, Static wave setup with emphasis on damping effects by vegetation and bottom friction, Coast. Eng. 13, 149-156 (2006).
13. W. R. Munk, Surf beats, Trans. Am. Geophys. Union 30, 849-854 (1949).
14. M. J. Tucker, Surf beats: Sea waves of 1 to 5 minutes period, Proc. Roy. Soc. A 202, 565-573 (1950).
15. G. Symonds, D. A. Huntley and A. J. Bowen, Two-dimensional surf beat: Long wave generation by a time-varying breakpoint, J. Geophys. Res. 87(1), 492-498 (1982).
16. G. Symonds and A. J. Bowen, Interaction of nearshore bars with wave groups, J. Geophys. Res. 89(2), 1953-1959 (1984).
17. H. A. Schaffer and I. A. Svendsen, Surf beat generation on a mild-slope beach, Proc. ASCE Int. Conf. Coastal Engineering (1988), pp. 1058-1072.
18. J. K. Kostense, Measurements of surf beat and set-down beneath wave groups, Proc. ASCE Int. Conf. Coastal Engineering (1984), pp. 724-740.
19. A. J. Bowen, D. L. Inman and V. P. Simmons, Wave set-down and set-up, J. Geophys. Res. 73, 2569-2577 (1968).
20. J. A. Battjes, Set-Up Due to Irregular Waves, Report No. 72-2, Communications on Hydraulics, Delft University of Technology, Department of Civil Engineering (1972), 13 pp. (Paper also presented at the 13th Int. Conf. Coastal Engineering, Vancouver, B.C.).
21. I. A. Svendsen, Wave heights and set-up in a surf zone, Coast. Eng. 8, 302-329 (1984).
22. M. J. F. Stive and H. G. Wind, A Study of Radiation Stress and Set-Up in the Nearshore Zone, Publication No. 267, Waterlopkundig Laboratorium, Delft Hydraulics Laboratory (1982), 25 pp.
23. T. S. Hedges and H. Mase, Modified Hunt’s equation incorporating wave setup, J. Waterway Port Coast. Ocean Eng. 130(3), 109-113 (2004).
24. H. Mase, Random wave runup height on gentle slopes, J. Waterway Port Coast. Ocean Div. 115(2), 649-661 (1989).
25. T. L. Walton, Interim guidance for prediction of wave run-up on beaches, Ocean Eng. 19(2), 199-207 (1999).
26. T. Saville, Experimental determination of wave set-up, Proc. 2nd Technical Conf. Hurricanes, Miami Beach, FL, National Hurricane Research Project Report No. 50, U.S. Department of Commerce Washington, D.C. (1961), pp. 242-252.
27. R. Dorrestein, Wave set-up on a beach, Proc. 2nd Technical Conf. Hurricanes, Miami Beach, FL, National Hurricane Research Project Report No. 50, U.S. Department of Commerce, Washington, D.C. (1961), pp. 230-241.
28. R. A. Holman and A. H. Sallenger, Setup and swash on a natural beach, J. Geophys. Res. 90(1), 945-953 (1985).
29. U. A. Hansen, Wave setup and design water level, J. Waterway Port Coast. Ocean Div. 104(2), 227-240 (1978).
30. R. T. Guza and E. B. Thornton, Wave set-up on a natural beach, J. Geophys. Res. 96(2), 4133-4137 (1981).
31. P. Nielsen, Wave setup: A field study, J. Geophys. Res. 93(12), 15643-15652 (1988).
32. G. A. Davis and P. Nielsen, Field measurement of wave set-up, ASCE Int. Conf. Coastal Engineering, Malaga, Spain (1988), Chapter 38, pp. 539-552.
33. B. A. King, M. W. L. Blackley, A. P. Carr and P. J. Hardcastle, Observations of wave induced setup on a natural beach, J. Geophys. Res. 95(C12), 22289-22297 (1990).
34. S. Yanagishima and K. Katoh, Field observation on wave setup near the shoreline, Proc. 22nd Int. Conf. Coastal Engineering, Vol. 1, ASCE, New York, N.Y. (1990), Chapter 7, pp. 95-108.
35. Y. Goda, Random Seas and Design of Maritime Structures (World Scientific Publishing Co., 2000), 443 pp.
36. B. Greenwood and P. D. Osborne, Vertical and horizontal structure in cross-shore flows: An example of undertow and wave setup on a barred beach, Coast. Eng. 14, 543-580 (1990).
37. D. J. Hanslow and P. Nielsen, Wave setup on beaches and in river entrances, 23rd Int. Conf. Coastal Engineering, Venice, Italy (1992), pp. 240-252.
38. D. J. Hanslow and P. Nielsen, Shoreline set-up on natural beaches, J. Coast. Res. 15, 1-10 (1993).
39. S. L. Dunn, P. Nielsen, P. A. Madsen and P. Evans, Wave setup in river entrances, Proc. 27th Int. Conf. Coastal Engineering, ASCE, New York, Sydney, Australia (2000), pp. 3432-3445.
40. S. Lentz and B. Raubenheimer, Field observations of wave setup, J. Geophys. Res. 104(11), 25867-25875 (1999).
41. B. Raubenheimer, R. T. Guza and S. Elgar, Field observations of wave-driven setdown and setup, J. Geophys. Res. 106(3), 4629-4638 (2001).
42. M. S. Longuet-Higgins and R. W. Stewart, Radiation stresses in water waves: A physical discussion with applications, Deep Sea Res. 11(4), 529-562 (1964).
43. H. F. Stockdon, R. A. Holman, P. A. Howd and A. H. Sallenger, Jr., Empirical parameterization of setup, swash, and runup, Coast. Eng. 53, 573-588 (2006).
44. FEMA, Guidelines and Specifications for Flood Hazard Mapping Partners, Appendix D: Guidance for Coastal Flooding Analysis and Mapping, Map Modernization Program, Washington, D.C. (2003). Also available at: www.fema.gov/fhm/dLcgs.shtm.