Prediction of Incipient Breaking Wave-Heights Using Artificial Neural Networks and Empirical Relationships

Coastal Engineering Journal

Volumn 57, Issue 4, 2015, Pages

  Robertson, Bryson ^a   Gharabaghi, Bahram ^b   Hall, Kevin ^c  

^a UNIVERSITY OF VICTORIA   (Canada)

^b UNIVERSITY OF GUELPH   (Canada)

^c UNIVERSITY OF NEWCASTLE   (Australia)

Author keywords

artificial neural networks; Breaking waves; coastal engineering; ocean engineering; wave height prediction

Indexed keywords

COASTAL ENGINEERING; FORECASTING; LABORATORIES; NEURAL NETWORKS; OCEAN ENGINEERING; REMOTE SENSING; SENSITIVITY ANALYSIS;

ACCURATE PREDICTION; BREAKING WAVES; EMPIRICAL RELATIONSHIPS; LABORATORY STUDIES; PREDICTIVE ACCURACY; SCALED LABORATORIES; TRAINING AND TESTING; WAVE HEIGHT PREDICTION;

WATER WAVES;

EID: 84958602267     PISSN: 21664250     EISSN: 17936292     Source Type: Journal    
DOI: 10.1142/S0578563415500187     Document Type: Article

References (68)

1. Akiner, M. E., Akkoyunlu, A. [2012] "Modeling and forecasting river flow rate from the melen watershed, turkey," J. Hydrology 456, 121-129.
2. Almar, R., Cienfuegos, R., Catalan, P., Michallet, H., Castelle, B., Bonneton, P., Marieu, V. [2012] "A new breaking wave height direct estimator from video imagery," Coastal Eng. 61, 42-48.
3. Asnaashari, A., McBean, E. A., Gharabaghi, B., Tutt, D. [2013] "Forecasting watermain failure using artificial neural network modelling," Canadian Water Resources J. 38(1), 24-33.
4. Battjes, J. [1974] "Surf similarity," in Proc. Int. Conf. Coastal Engineering, pp. 466-479.
5. Battjes, J. A., Groenendijk, H. W. [2000] "Wave height distributions on shallow foreshores," Coastal Eng. 40(3), 161-182.
6. Battjes, J. A., Stive, M. [1985] "Calibration and verification of a dissapation model for random breaking waves," J. Geophys. Res. 90(C5), 9159-9176.
7. Besaw, L. E., Rizzo, D. M., Bierman, P. R., Hackett, W. R. [2010] "Advances in ungauged streamflow prediction using artificial neural networks," J. Hydrology 386(1), 27-37.
8. Blenkinsopp, C. E., Chaplin, J. R. [2008] "The effect of relative crest submergence on wave breaking over submerged slopes," Coastal Eng. 55, 967-974.
9. Browne, M., Castelle, B., Strauss, D., Tomlinson, R., Blumenstein, M., Lane, C. [2007] "Nearshore swell estimation from a global wind-wave model: Spectral process, linear, and artificial neural network models," Coastal Eng. 54(5), 445-460. CERC-EW [2008] Coastal Engineering Manual.
10. De Vries, S., Hill, D. F., De Schipper, M. A., Stive, M. J. F [2010] "Remote sensing of surf zone waves using stereo imaging," Coastal Eng. 58(3), 239-250.
11. Deo, M., Jagdale, S. [2003] "Prediction of breaking waves with neural networks," Ocean Eng. 30(9), 1163-1178.
12. Dreyfus, G. [2005] Neural Networks: Methodology and Applications (Springer Science & Business Media, Heidelberg, Germany).
13. Ebersole, B. A., Hughes, S. A. [1987] "Duck85 photopole experiment," US Army Engineer Waterways Experiment Station.
14. Fenton, J. [1972] "A ninth-order solution for the solitary wave," J. Fluid Mech. 53, 257-271.
15. Gal, Y., Browne, M., Lane, C. [2011] "Automatic estimation of nearshore wave height from video timestacks," in 2011 International Conf. Digital Image Computing, pp. 364-369.
16. Galvin, C. J. [1968] "Breaker type classification on three laboratory beaches," J. Geophys. Res. 73(12), 3651-3659.
17. Goda, Y. [1974] "New wave pressure formulae for composite breakwaters," in Proc. 14th Conf. Coastal Engineering (Copenhagen, ASCE), pp. 1702-1720.
18. Goda, Y. [1975] "Irregular wave deformation in the surf zone," Coastal Eng. Japan 18, 13-25.
19. Goda, Y. [2010] "Reanalysis of regular and random breaking wave statistics," Coastal Eng. J. 52(1), 71-106.
20. Goda, Y. [2012] "Design wave height selection in intermediate-depth waters," Coastal Eng. 66, 3-7.
21. Goda, Y., Morinobu, K. [1998] "Breaking wave heights on horizontal bed affected by approach slope," Coastal Eng. 40(4), 307-326.
22. Gourlay, M. [1994] "Wave transformation on a coral reef," Coastal Eng. J. 23, 17-42.
23. Govindaraju, R. S. [2000] "Artificial neural networks in hydrology. I: Preliminary concepts," J. Hydrol. Eng. 5(2), 115-123.
24. Grilli, S. T., Svendsen, I. A., Subramanya, R. [1997] "Breaking criterion and characteristics for solitary waves on slopes," J. Waterway Port Coastal Ocean Eng. 123(3), 102-112.
25. Gurney, K. [1997] An Introduction to Neural Networks (CRC Press, Taylor and Francis, London, UK).
26. Haller, M., Catalan, P. [2006] "Measurements of shallow water breaking wave rollers," Coastal Dyn., 2005, pp. 1-14, doi:10.1061/40855(214)32.
27. Haykin, S., Network, N. [2004] "A comprehensive foundation," Neural Netw., 2nd ed., Prentice Hall, New Jersey, USA.
28. Hilmer, T. [2005] "Measuring breaking wave heights using video," Undergraduate Thesis, The Global Environmental Science Undergraduate Division of the University of Hawaii at Manoa, p. 21.
29. Holthuijsen, L. H. (ed.) [2007] Waves in Oceanic and Coastal Waters (Cambridge University Press).
30. Horikawa, K., Kuo, C.-T. [1966] "A study on wave transformation inside surf zone," Coastal Eng. Proc. 1(10), 38-57.
31. Hotta, S., Mizuguchi, M., Isobe, M. [1982] "A field study of waves in the nearshore zone," Coastal Eng. Proc. 1(18).
32. Iribarren, C. R., Nogales, C. [1949] "Protection des ports," 17th International Navigation Congress, Vol. 2, pp. 31-80.
33. Iverson, H. W. [1952] "Laboratory study of breakers," Gravity Waves, Circular 52, US Bureau of Standards, pp. 9-32.
34. Jain, P., Deo, M. C. [2010] "Neural networks in ocean engineering," Ships Offshore Struct. 1(1), pp. 25-35.
35. Johnson, C. M. [2009] "The effect of artificial reef configurations on wave breaking intensity relating to recreational surfing conditions," MSc Thesis, Civil Engineering, University of Stellenbosch, pp. 1-137.
36. Kamphuis, J. W. [1991] "Incipient wave breaking," Coastal Eng. 15, 185-203.
37. Kamphuis, J. W. [2010] Introduction to Coastal Engineering and Management, 2nd ed. (World Scientific Publishing, Singapore).
38. Kraus, N. C., Larson, M. [1988] "Beach profile change measured in the tank for large waves," Technicial Report, CERC-88-6.
39. Le Crom, I., Bermejo, H. C., Pecher, A., Azevedo, E. B., Reis, F. V. [2011] "Incident wave climate at the owc pico plant: Validation of a feed-forward based propagation method (ANN) and a numerical simulation (swan) with measured data," 9th European Wave and Tidal Conf., Southampton, UK, pp. 1-9.
40. Lonhe, S. N., Deo, M. C. [2004] "Artificial neural networks for wave propagation," J. Coastal Res. 204, 1061-1069.
41. Maier, H. R., Jain, A., Dandy, G. C., Sudheer, K. P. [2010] "Methods used for the development of neural networks for the prediction of water resource variables in river systems: Current status and future directions," Environ. Model. Softw. 25(8), 891-909.
42. Mase, H., Kitano, T. [1999] "Prediction model for occurrence of impact wave force," Ocean Eng. 26(10), 949-961.
43. Mase, H., Sakamoto, M., Sakai, T. [1995] "Neural network for stability analysis of rubble-mound breakwaters," J. Waterway Port Coastal Ocean Eng. 121(6), 294-299.
44. Mase, H., Yasuda, T., Mori, N. [2011] "Real-time prediction of tsunami magnitudes in osaka bay, Japan, using an artificial neural network," J. Waterway Port Coastal and Ocean Eng. 137(5), 263-268.
45. McCowan, J. [1894] "On the highest waves of a permanent type," Philos. Mag. Edinburgh 38(5), 351-358.
46. Miche, R. [1944] "Mouvements oudulatoires del le mer en prodeur constante ou decroissante," Annual des Ponts et Chaussees.
47. Miller, K., St. Clair, M., Arthur, R., Hart, B. [2010] "Anomalies in the vertical datumns of barbados, west indies," International Federation of Hydrographic Societies, August, 2010, pp. 27-33.
48. Nadaoka, K., Kondoh, T. [1982] "Laboratory measurements of velocity field structure in the surf zone by ldv," Coastal Eng. Jpn. 25, 125-145.
49. Okayasu, A., Shibayama, T., Horikawa, K. [1988] "Verification of undertow in the surf zone," in Proc. 21st Conf. Coastal Engineering, Torremolinos, Spain, pp. 478-491.
50. Ostendorf, D. W., Madsen, O. S. [1979] "An analysis of longshore current and associated sediment transport in the surf zone," Report No. 241, Department of Civil Engineering, MIT, pp. 169.
51. Rattanapitikon, W., Shibayama, T. [2000] "Verification and modification of breaker height formulas," Coastal Eng. J. 42(4), 389-406.
52. Rattanapitikon, W., Vivattanasirak, T., Shibayama, T. [2003] "A proposal of new breaker height formula," Coastal Eng. J. 45(1), 29-48.
53. Robertson, B., Hall, K., Nistor, I., Zytner, R. [2013] "Breaking waves: Review of characteristic relationships," Coastal Eng. J. 1(55), 40.
54. Robertson, B., Hall, K., Nistor, I., Zytner, R., Storlazzi, C. [2015] "Remote sensing of irregular breaking wave parameters in field conditions," J. Coastal Res. 31(2), 348-363.
55. Rosati, J. D., Gingerich, K. J., Kraus, N. C. [1990] "Superduck surf zone sand transport experiment," US Army Engineer Waterways Experiment Station, CERC-90-10, pp. 1-75.
56. Sabouri, F., Gharabaghi, B., Mahboubi, A., McBean, E. [2013] "Impervious surfaces and sewer pipe effects on stormwater runoff temperature," J. Hydrology 502, 10-17.
57. Seginer, I., Boulard, T., Bailey, B. [1994] "Neural network models of the greenhouse climate," J. Agric. Eng. Res. 59(3), 203-216.
58. Seyama, A., Kimura, A. [1988] "The measured properties of irregular wave breaking and wave height change after breaking on a slope," in Proc. 21st Conf. Coastal Engineering, Croata del Sol-Malaga, Spain, pp. 419-432.
59. Shand, T. D., Bailey, D. G., Shand, R. D. [2011] "Automated detection of breaking wave height using an optical technique," J. Coastal Res. 28(3), 671-682.
60. Singamsetti, S. R., Wind, H. G. [1980] "Characteristics of breaking and shoaling periodic waves normally incident on to plane beaches fo constant slope," Report M1371, Delft Hydraulics Lab, Delft, The Netherlands.
61. Smith, E. R., Kraus, N. C. [1991] "Laboratory study of wave breaking over bars and artificial reefs," J. Waterway Port Coastal Ocean Eng. 117(4), 307-325.
62. Tayfur, G., Singh, V. P. [2005] "Predicting longitudinal dispersion coefficient in natural streams by artificial neural network," J. Hydraulic Eng. 131(11), 991-1000.
63. Thornton, E. B., Guza, R. T. [1982] "Energy saturation and phase speeds measured on a natural beach," J. Geophys. Res. 87, 9499-9508.
64. Thornton, E. B., Guza, R. T. [1983] "Transformation of wave height distribution," J. Geophys. Res. 88(C10), 5925-5938.
65. van Gent, M. R., van den Boogaard, H. F., Pozueta, B., Medina, J. R. [2007] "Neural network modelling of wave overtopping at coastal structures," Coastal Eng. 54(8), 586-593.
66. Visser, P. J. [1982] "The proper longshore current in a wave basin," Report No. 82-1, Lab. of Fluid Mechanics, Delft University of Technology, The Netherlands.
67. Weggel, R. [1972] "Maximum breaker height for design," in Proc. 13th Int. Conf. Coastal Engineering, Vancouver, Canada, pp. 419-432.
68. Weggel, J. R., Maxwell, W. [1970] "Experimental study of breaking wave pressures," in Offshore Technology Conf., Houston, USA, pp. 1-14.