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.

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Journal of Marine Science and Application ›› 2018, Vol. 17 ›› Issue (2) : 192 -207. DOI: 10.1007/s11804-018-0022-8
Research Article

Effect of Sea Level Rise and Offshore Wave Height Change on Nearshore Waves and Coastal Structures

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Abstract

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.

Keywords

Climate change / Coastal structures / Nearshore waves / Sea level rise / Wave climate

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In-Chul Kim, Kyung-Duck Suh. Effect of Sea Level Rise and Offshore Wave Height Change on Nearshore Waves and Coastal Structures. Journal of Marine Science and Application, 2018, 17(2): 192-207 DOI:10.1007/s11804-018-0022-8

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References

[1]

Booij N, Ris R, Holthuijsen L. A third-generation wave model for coastal regions: I-Model description and validation. J Geophys Res, 1999, 104(C4): 7649-7666

[2]

Cheon S-H, Suh K-D. Effect of sea level rise on nearshore significant waves and coastal structures. Ocean Eng, 2016, 114: 280-289

[3]

Chini N, Stansby PK. Extreme values of coastal wave overtopping accounting for climate change and sea level rise. Coast Eng, 2012, 65: 27-37

[4]

Debernard J, Saetra O, Roed LP. Future wind, wave and storm surge climate in the northern North Atlantic. Clim Res, 2002, 23: 39-49

[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]

Goda Y. Irregular wave deformation in the surf zone. Coast Eng Jpn, 1975, 18: 13-25

[7]

Goda Y. A performance test of nearshore wave height prediction with CLASH datasets. Coast Eng, 2009, 56: 220-229

[8]

Goda Y (2010) Random seas and design of maritime structures, 3rd ed., World Scientific, Singapore, 48–54

[9]

Hemer MA, Wang XL, Church JA, Swail VR. Modeling proposal: coordinating global ocean wave climate projections. Bull Am Meteorol Soc, 2010, 91: 451-454

[10]

Hemer MA, Katzfey J, Trenham C. Global dynamical projections of surface ocean wave climate for a future high greenhouse gas emission scenario. Ocean Model, 2013, 70: 221-245

[11]

Hemer MA, Fan Y, Mori N, Semedo A, Wang XL. Projected changes in wave climate from a multi-model ensemble. Nat Clim Chang, 2013, 3: 471-476

[12]

Houghton JT, Meira Filho LG, Callander BA, Harris N, Kattenberg A, Kaskell K. Climate change 1995: the science of climate change, 1996, Cambridge: Cambridge University Press, 51-64

[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]

Hudson RY. Laboratory investigation of rubble-mound breakwaters. J Waterw Harb Div, 1959, 85(WW3): 93-121

[15]

Hunt JN. Direct solution of wave dispersion equation. J Waterw, Port, Coast Ocean Div, 1979, 105(WW4): 457-459

[16]

Iwagaki Y, Shiota K, Doi H. Shoaling and refraction coefficients of finite amplitude waves. Coast Eng Jpn, 1982, 25: 25-35

[17]

Klein RJ, Smit MJ, Goosen H, Hulsbergen CH. Resilience and vulnerability: coastal dynamics or Dutch dikes? Geogr J, 1998, 164(3): 259-268

[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]

Lee C-E, Kim S-W, Park D-H, Suh K-D. Risk assessment of wave run-up height and armor stability of inclined coastal structures subject to long-term sea level rise. Ocean Eng, 2013, 71: 130-136

[20]

Lim D-U, Suh K-D, Mori N. Regional projection of future extreme wave heights around Korean peninsula. Ocean Science Journal, 2013, 48(4): 439-453

[21]

Marchetti C. On geoengineering and the CO2 problem. Clim Chang, 1977, 1(1): 59-68

[22]

Marland G, Boden TA, Andres RJ, Brenkert AL, Johnston CA. Global, regional, and national fossil fuel CO2 emissions, trends: a compendium of data on global change, 2003, Oak Ridge, Tennessee: Oak Ridge National Laboratory, 34-43

[23]

Mori N, Yasuda T, Mase H, Tom T, Oku Y. Projection of extreme wave climate change under global warming. Hydrol Res Lett, 2010, 4: 15-19

[24]

Mori N, Shimura T, Yasuda T, Mase H. Multi-model climate projections of ocean surface variables under different climate scenarios—future change of waves, sea level and wind. Ocean Eng, 2013, 71: 122-129

[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]

Reeve D, Soliman A, Lin P. Numerical study of combined overflow and wave overtopping over a smooth impermeable seawall. Coast Eng, 2008, 55: 155-166

[29]

Schneider SH, Chen RS. Carbon dioxide warming and coastline flooding: physical factors and climatic impact. Annu Rev Energy, 1980, 5(1): 107-140

[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]

Shuto N. Nonlinear long waves in a channel of variable section. Coast Eng Jpn, 1974, 17: 1-12

[32]

Solomon S, Qin D, Manning M, Marquis M, Averyt K, Tignor MMB, Miller HL Jr, Chen Z. Climate change 2007: the physical science basis, 2007, Cambridge: Cambridge University Press, 93-128

[33]

Stern NH, Britain G, Treasury H. Stern review: The economics of climate change, 30, 2006, London: HM Treasury

[34]

Stocker TF, Qin D, Plattner G-K, Tignor MMB, Allen SK, Boschung J, Nauels A, Xia Y, Bex V, Midgley PM. Climate change 2013: the physical science basis, 2013, Cambridge: Cambridge Univ. Press, 119-158

[35]

Suh K-D, Kim S-W, Kim S, Cheon S. Effects of climate change on stability of caisson breakwaters in different water depths. Ocean Eng, 2013, 71: 103-112

[36]

Suh K-D, Kim S-W, Mori N, Mase H. Effect of climate change on performance-based design of caisson breakwaters. J Waterw Port Coast Ocean Eng, 2012, 138(3): 215-225

[37]

Sutherland J, Wolf J. Coastal defence vulnerability 2075, 2002, Wallingford: HR Wallingford Limited, 1-8

[38]

Takagi H, Kashihara H, Esteban M, Shibayama T. Assessment of future stability of breakwaters under climate change. Coast Eng J, 2011, 53(1): 21-39

[39]

Thompson EF, Vincent CL. Significant wave height for shallow water design. J Waterw, Port, Coast Ocean Eng, 1985, 111(5): 828-842

[40]

Torresan S, Critto A, Dalla Valle M, Harvey N, Marcomini A. Assessing coastal vulnerability to climate change: comparing segmentation at global and regional scales. Sustain Sci, 2008, 3(1): 45-65

[41]

Townend IH. Variation in design conditions in response to sea-level rise. Proc Inst Civil Eng, 1994, 106(3): 205-213

[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]

Wang XL, Swail VR. Climate change signal and uncertainty in projections of ocean wave heights. Clim Dyn, 2006, 26: 109-126

[44]

Wigley TM. The effect of changing climate on the frequency of absolute extreme events. Clim Chang, 2009, 97(1–2): 67-76

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