Effect of Sea Level Rise and Offshore Wave Height Change on Nearshore Waves and Coastal Structures
In-Chul Kim , Kyung-Duck Suh
Journal of Marine Science and Application ›› 2018, Vol. 17 ›› Issue (2) : 192 -207.
Effect of Sea Level Rise and Offshore Wave Height Change on Nearshore Waves and Coastal Structures
In 1994, Townend proposed a method to calculate the relative changes in various wave characteristics and structure-related parameters due to sea level rise for regular waves. The method was extended to irregular waves by Cheon and Suh in 2016. In this study, this method is further extended to include the effect of future change in offshore wave height and the sea level rise. The relative changes in wavelength, refraction coefficient, shoaling coefficient, and wave height in nearshore area are presented as functions of the relative changes in water depth and offshore wave height. The calculated relative changes in wave characteristics are then used to estimate the effect of sea level rise and offshore wave height change on coastal structures by calculating the relative changes in wave run-up height, overtopping discharge, crest freeboard, and armor weight of the structures. The relative changes in wave characteristics and structure-related parameters are all expressed as a function of the relative water depth for various combinations of the relative changes in water depth and offshore wave height.
Climate change / Coastal structures / Nearshore waves / Sea level rise / Wave climate
| [1] |
|
| [2] |
|
| [3] |
|
| [4] |
|
| [5] |
De Rouck J, Van der Meer JW, Allsop NWH, Franco L, Verhaeghe H, (2002) Wave overtopping at coastal structures: development of a database toward up-graded prediction model. Proceedings of 28th International Conference on Coastal Engineering, world scientific, Singapore, 2140–2152 |
| [6] |
|
| [7] |
|
| [8] |
Goda Y (2010) Random seas and design of maritime structures, 3rd ed., World Scientific, Singapore, 48–54 |
| [9] |
|
| [10] |
|
| [11] |
|
| [12] |
|
| [13] |
Houghton JT, Ding Y, Griggs DJ, Noguer M, Van der Linden PJ, Dai X, Maskell K, Johnson CA (2001) Climate change 2001: the scientific basis. Cambridge University Press, Cambridge, 85–98 |
| [14] |
|
| [15] |
|
| [16] |
|
| [17] |
|
| [18] |
Kweon HM, Goda Y (1996) A parametric model for random wave deformation by breaking on arbitrary beach profiles. Proceedings of 25th International Conference on Coastal Engineering, American Society of Civil Engineers, Reston, Virginia, USA, 261–274 |
| [19] |
|
| [20] |
|
| [21] |
|
| [22] |
|
| [23] |
|
| [24] |
|
| [25] |
Okayasu A, Sakai K (2006) Effect of sea level rise on sliding distance of a caisson breakwater−optimization with probabilistic design method. Proceedings of 30th International Conference on Coastal Engineering, World Scientific, Singapore, 4883–4893 |
| [26] |
Pullen T, Allsop NWH, Bruce T, Kortenhaus A, Schüttrumpf H, Van der Meer JW (2007) EurOtop−Wave overtopping of sea defences and related structures: Assessment manual. Die Kuste. Heft 73. Available from http://www.overtopping-manual.com [Accessed on 15, Jan. 2018] |
| [27] |
Reeve D (2010) On the impacts of climate change for port design. Proceedings of 26th International Conference for Seaports and Maritime Transport, Port Training Institute of Arab Academy for Science, Technology and Maritime Transport, Alexandria, Egypt, 1–10 |
| [28] |
|
| [29] |
|
| [30] |
Shimura T, Mori N, Nakajo S, Yasuda T, Mase H (2011) Extreme wave climate change projection at the end of 21st century. Proceedings of 6th International Conference on Asian and Pacific Coasts, Hong Kong, 341–348 |
| [31] |
|
| [32] |
|
| [33] |
|
| [34] |
|
| [35] |
|
| [36] |
|
| [37] |
|
| [38] |
|
| [39] |
|
| [40] |
|
| [41] |
|
| [42] |
U.S. Army Coastal Engineering Research Center Shore protection manual, 1977, 3, Washington, D.C., USA: U.S. government printing office, 3–1-3-14 |
| [43] |
|
| [44] |
|
/
| 〈 |
|
〉 |