Wave Vortex Parameters as an Indicator of Breaking Intensity
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 32797
Wave Vortex Parameters as an Indicator of Breaking Intensity

Authors: B. Robertson, K. Hall

Abstract:

The study of the geometric shape of the plunging wave enclosed vortices as a possible indicator for the breaking intensity of ocean waves has been ongoing for almost 50 years with limited success. This paper investigates the validity of using the vortex ratio and vortex angle as methods of predicting breaking intensity. Previously published works on vortex parameters, based on regular wave flume results or solitary wave theory, present contradictory results and conclusions. Through the first complete analysis of field collected irregular wave breaking vortex parameters it is illustrated that the vortex ratio and vortex angle cannot be accurately predicted using standard breaking wave characteristics and hence are not suggested as a possible indicator for breaking intensity.

Keywords: Breaking Wave Measurement, Wave Vortex Parameters, Analytical Techniques, Ocean Remote Sensing.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1332890

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References:


[1] Iribarren, C.R. and C. Nogales, Protection des Ports. 17th International Navigation Congress, 1949. 2: p. 31 - 80.
[2] Mead, S.T., Black, K., Predicting the Breaking Intensity of Swfing Waves. Special Issue of the Journal of Coastal Research on Surfing., 2001: p. 103 -130.
[3] Scarfe, B.E., et al., The Science of Surfing Waves and Surfing Breaks - Review. Scripps Institution of Oceanography Technicial Report, 2003: p. 1 - 12.
[4] Smith, E.R. and N.C. Kraus, Laboratory Study of Wave Breaking over Bars and Artificial Reefs. Journal of Waterway, Port, Coastal and Ocean Engineering, 1991. 117(4): p. 307 - 325.
[5] Blenkinsopp, C.E. and J.R. Chaplin, The Effect of Relative Crest Submergence on Wave Breaking over Submerged Slopes. Coastal Engineering, 2008. 55: p. 967-974.
[6] Grilli, S.T., I.A. Svendsen, and R. Subramanya, Breaking Criterion and Characteristics for Solitary Waves on Slopes. Journal of Waterway, Port, Coastal and Ocean Engineering, 1997. 123(3): p. 102 -112.
[7] Longuet - Higgins, M.S., Parametric Solutions for Breaking Waves. Journal of Fluid Mechanics, 1982. 121: p. 403 - 424.
[8] Miller, R.L., Role of Vortices in Surf Zone Prediction, Sedimentation and Wave Forces. Beach and Nearshore Sedimentation (ed. R.A. Davis & R.L. Ethington), 1957: p. 92 - 114.
[9] New, A.L., A Class of Elliptical Free-Surface Flows. Journal of Fluid Mechanics, 1983. 130: p. 219 - 239.
[10] Millar, R.L., The Role of Surface Tension in Breaking Waves. Coastal Engineering, 1972. 13: p. 433 - 449.
[11] Shand, T.D., Bailey, D.G., Shand, R.D., Automated Detection of Breaking Wave Height Using an Optical Technique. Journal of Coastal Research, 2012.
[12] Gal, Y., Browne, M., Lane, C., Automatic Estimation of Nearshore Wave Height from Video Timestacks. 2011 International Conference on Digital Image Computing, 2011: p. 364 - 369.
[13] Almar, R., Cienfuegos, R., Catalan, P., Michallet, H., Castelle, B., Bonneton, P., Marieu, V. , A New Breaking Wave Height Direct Estimator from Video Imagery. Coastal Engineering, 2012. 61: p. 42-48.
[14] Walker, J.R., Recreational Surf Parameters. LOOK Laboratory TR-30, University of Hawaii, Department of Ocean Engineering, Honolulu, Hawaii., 1974.
[15] Fairley, I. and M.A. Davidson, A Two-Dimensional Wave Flume Investigation into the Effect of Multiple Steps on the Form of Breaking Waves. Journal of Coastal Research, 2008. 24(1): p. 51 - 58.
[16] Johnson, C.M., The Effect of Artificial Reef Configerations on Wave Breaking Intensity Relating to Recreational Surfing Conditions. MSc Thesis, Civil Engineering, University of Stellenbosch, 2009: p. 1 - 137.
[17] de Vries, S., de Schipper, M.A., Hill, D.F., Stive, M.J.F., Remote Sensing of Surf Zone Waves Using Stereo Imaging. Coastal Engineering, 2010: p. 1 - 12.
[18] Ritchie, A.C., Finlayson, D.P., Logan, J.B. Swath bathymetry surveys of the Monterey Bay area from Point Año Nuevo to Moss Landing, San Mateo, Santa Cruz, and Monterey Counties, California. U.S. Geological Survey 2010; Data Series 514]. Available from: http://pubs.usgs.gov/ds/514/.
[19] Flick, R.E., Guza, R.T., Inman, D.L., Elevation and Velocity Measurements of Laboratory Shoaling Waves. Journal of Geophysical Research, 1981. 86: p. 4149 - 4160.
[20] Le Mehaute, B., Divoky, D., Lin, A., Shallow Water Waves: A Comparision of Theories and Experiments. Proceedings 11th Conference of Coastal Engineering, 1968. 1.
[21] Lin, P., Philip, L,. Liu, F., A numerical study of breaking waves in the surf zone. Journal of Fluid Mechanics, 1998. 259(239 - 264).
[22] Couriel, S., P. Horton, and D. Cox, Supplementary 2D Physical Modelling of Breaking Wave Characteristics. Technicial Report, Water Research Laboratory, 1998. TR98-14.
[23] CERC-EW, Coastal Engineering Manual. 2008. EM-1110-2-1100.
[24] Goda, Y., Reanalysis of Regular and Random Breaking Wave Statistics. Coastal Engineering Journal, 2010. 52(1): p. 71 - 106.
[25] Rattanapitikon, W., T. Vivattanasirak, and T. Shibayama, A Proposal of New Breaker Height Formula. Coastal Engineering Journal, 2003. 45(1): p. 29 - 48.
[26] Weggel, R., Maximum Breaker Height for Design. Proceedings of the International Conference on Coastal Engineering, 1972: p. 419 - 432.
[27] Rasband, W.S., ImageJ. 1997 - 2012, U.S. National Institutes of Health: Bethesda, Maryland, USA.
[28] Dumouchel, W., O'Brien, F., Intergrating a robust option into a multiple regression computing environment. Institute for Mathematics and Its Applications, 1991. 36: p. 41.
[29] Blenkinsopp, C.E., The Effect of Micro-Scale Bathymetric Steps on Wave Breaking and Implications for Artificial Surfing Reef Construction. Proceedings of the 3rd International Surfing Reef Symposium, Raglan, New Zealand, 2003: p. 139 - 155.
[30] Vinje, T. and P. Brevig, Numerical Simulation of Breaking Waves Finite Elements in Water Resources, 1980. 2: p. 196 - 210.