Risk assessment of wave run-up height and armor stability of inclined coastal structures subject to long-term sea level rise

Ocean Engineering

Volumn 71, Issue , 2013, Pages 130-136

  Lee, Cheol Eung ^a   Kim, Seung Woo ^b   Park, Dong Heon ^a   Suh, Kyung Duck ^b  

^a Kangwon National University   (South Korea)

^b Seoul National University   (South Korea)

Author keywords

Armors; Climate change; Coastal structures; Reliability analysis; Sea level rise; Wave run up

Indexed keywords

ARMOR; CLIMATE CHANGE; COASTAL ENGINEERING; FAILURE ANALYSIS; RELIABILITY ANALYSIS; RISK ASSESSMENT; RISK PERCEPTION; SLOPE STABILITY; STABILITY; UNDERWATER FOUNDATIONS;

ASSESSMENT SYSTEM; COASTAL STRUCTURES; EXISTING STRUCTURE; PROBABILITY OF FAILURE; REINFORCEMENT PLANNING; SEA LEVEL RISE; WAVE RUN-UP HEIGHT; WAVE RUNUP;

SEA LEVEL;

CLIMATE CHANGE; COASTAL ENGINEERING; COASTAL STRUCTURE; DESIGN; RELIABILITY ANALYSIS; RISK ASSESSMENT; SEA LEVEL CHANGE; STABILITY ANALYSIS; SURF ZONE; WATER DEPTH; WAVE HEIGHT; WAVE RUNUP;

EID: 84885379629     PISSN: 00298018     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.oceaneng.2012.12.035     Document Type: Article

References (17)

1. Battjes, J.A., Stive, M.J.F., 1985. Calibration and verification of a dissipation model for random breaking waves. J. Geophys. Res. 90 (C5), 9159-9167.
2. Chen, H.P., Alani, A.M., 2012. Reliability and optimized maintenance for sea defences. Proc. Inst. Civ. Eng., Marit. Eng 165 (2), 51-63.
3. Goda, Y., 1975. Irregular wave deformation in the surf zone. Coastal Eng. Jpn. 18, 13-26.
4. Hasofer, A.M., Lind, N.C., 1974. Exact and invariant second moment code format. J. Eng. Mech. Div. 100 (1), 111-121.
5. Hasselmann, K., Barnett, T.P., Bouws, E., Carlson, H., Cartwright, D.E., Enke, K., Ewing, J.A., Gienapp, H., Hasselmann, D.E., Kruseman, P., Meerburg, A., Mu? ller, P., Olbers, D.J., Richter, K., Sell, W., Walden, H., 1973. Measurements of wind-wave growth and swell decay during the Joint North Sea Wave Project (JONSWAP). Dtsch. Hydrogr. Z. Reihe A 8 (12), 95.
6. Hudson, R.Y., 1959. Laboratory investigation of rubble-mound breakwaters. J. Waterw. Harbors Div. 85 (WW3), 93-121.
7. Intergovernmental Panel on Climate Change (IPCC), 2007. Climate Change 2007: The Physical Science Basis. In: Solomon, S., Qin, D., Manning, M., Chen, Z., Marquis, M., Averyt, K.B., Tignor, M., Miller, H.L. (Eds.), Contribution of Working Group I to the Fourth Assessment Report of the Intergovernmental Panel on Climate Change. Cambridge University Press, Cambridge, United Kingdom and New York, NY, USA.
8. Losada, M.A., Gimé nez-Curto, L.A., 1979. The joint effect of the wave height and period on the stability of rubble-mound breakwaters using Iribarren's number. Coastal Eng. 3, 77-96.
9. Mori, N., Yasuda, T., Mase, H., Tom, T., Oku, Y., 2010. Projection of extreme wave climate change under global warming. Hydrol. Res. Lett. 4, 15-19.
10. Oh, S.-H., Suh, K.-D., Son, S.Y., Lee, D.Y., 2009. Performance comparison of spectral wave models based on different governing equations including wave breaking. KSCE J. Civ. Eng. 13, 75-84.
11. Reis, M.T., Hedges, T.S., Williams, A., Keating, K., 2006. Specifying seawall crest levels using a probabilistic method. Proc. Inst. Civ. Eng., Marit. Eng. 159 (4), 137-145. (Pubitemid 46129452)
12. Shimura, T., Mori, N., Nakajo, S., Yasuda, T., Mase, H., 2011. Extreme wave climate change projection at the end of 21st century. In: Proceedings of 6th International Conference on Asian and Pacific Coasts, World Scientific, Singapore, pp. 341-348.
13. The SWAN team, 2008. SWAN User and Technical Manual, SWAN Cycle III Version 40.72, Faculty of Civil Engineering and Geosciences. Delft University of Technology, GA Delft, The Netherlands.
14. Townend, I., 1994a. Variation in design conditions in response to sea-level rise. Proc. Inst. Civ. Eng. Marit. Energy 106, 205-213. (Pubitemid 287153)
15. Townend, I., 1994b. Risk assessment of coastal defences. Proc. Inst. Civ. Eng. Marit. Energy 106, 381-384. (Pubitemid 289193)
16. Townend, I., Burgess, K., 2004. Methodology for assessing the impact of climate change upon coastal defence structures. In: Proceedings of 29th International Conference on Coastal Engineering, World Scientific, Singapore, vol. 4, pp. 3953-3965.
17. Weggel, J.R., 1972. Maximum breaker height. J. Waterw. Harbors Coastal Eng. Div. 98 (WW4), 529-548.