RELIABILITY ANALYSIS AND BREACH MODELLING OF SEA/ ESTUARY DIKES AND COASTAL DUNES IN AN INTEGRATED RISK ANALYSIS
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References
Allsop, N.W.H.; Buijs, F.; Morris, M.W.; Hassan, R.; Young, M.J.; Doorn, N.; Van der Meer, J.W.;
Kortenhaus, A.; Van Gelder, P.H.A.J.M.; Dyer, M.; Redaelli, M.; Visser, P.J.; Bettess, R.;
Bleck, M.; Oumeraci, H.; Schüttrumpf, H. (2000): Combined wave overtopping and overflow of dikes and seawalls. Proceedings International Conference Coastal Engineering, ASCE, no. 27, Poster paper, Sydney, Australia.
Buijs, F.A.;Hall, J.W.;Sayers, P.B.; Van Gelder, P.H.A.J.M. (2009): Time-dependent reliability analysis of flood de-fences. Elsevier, Reliability Engineering & System Safety, 94, pp. 1942-1953.http://dx.doi.org/10.1016/j.ress.2009.06.012
Burzel, A., Dassanayake D.R.& Oumeraci, H. (2012): Spatial Modelling of tangible and intangible Losses in Integrated Risk Analysis – Results of the XtremRisK Proc, 2nd European Conf. on FLOODrisk Management, Rotterdam
Dassanayake, D.R., Burzel, A. & Oumeraci, H. (2012). Intangible Flood Losses: Methodologies for their Evaluation and Integration in Flood Risk Analysis. Proc, 2nd European Conf. on FLOODrisk Management, Rotterdam.
D'Eliso, C.; Oumeraci, H.; Kortenhaus, A. (2006): Breaching of coastal dikes induced by wave overtopping. Proc. 30th International Conference Coastal Engineering (ICCE), San Diego, USA, ASCE, vol. 3, pp. 2844-2856.
EurOtop (2007): European Overtopping Manual. Pullen, T.; Allsop, N.W.H.; Bruce, T.; Kortenhaus, A.; Schüttrumpf, H.; Van der Meer, J.W.; Kuratorium für Forschung im Küsteningenieurwesen: Die Küste, Heft 73, www.overtopping-manual.com.
Gönnert, G., Thumm, S. & Gerkensmeier, B. (2012). Empirical analyses of extreme storm surges –Results of the Xtrem-RisK project. Proc, 2nd European Conf. on FLOODrisk Management, Rotterdam
Holthuijsen, L.H., Booij, N. and T.H.C. Herbers, 1989: A prediction model for stationary, short-crested waves in shallow water with ambient currents, Coastal Engineering, 13, 23-54http://dx.doi.org/10.1016/0378-3839(89)90031-8
IPCC 2007. Climate change 2007: WG II: Impacts, Adaptation and Vulnerability, Chapter 6. Coastal systems and low lying areas. Intergovernmental Panel on Climate Change (IPCC), Cambridge.
Kaste, D. (2011): Untersuchung der Grasqualität und Modellierung der Graserosion von Deichen bei
Wellenüberlauf am Beispiel von Hamburg Wilhelmsburg. TU Braunschweig, Studienarbeit, (Student Project Work), Leichtweiß-Institute, Germany, 50 p. (unpublished).
Kortenhaus, A. (2003): Probabilistische Methoden für Nord-seedeiche. Ph.D. thesis, Dissertation, Fachbereich Bauingenieurwesen, Leichtweiß-Institut für Wasserbau, Technische Universität Braunschweig (2003), Braunschweig, Germany, 154 p.
Naulin, M.; Kortenhaus, A.; Oumeraci, H. (2010): Failure probability of flood defence structures/systems in risk analysis for extreme storm surges. 32nd International Conference on Coastal Engineering (ICCE 2010), ASCE, Shanghai, China, 15 p.
Naulin, M.; Kortenhaus, A.; Oumeraci, H. (2011): Reliability Analysis and Breach Modelling of Coastal and Estuarine Flood Defences. Proceedings 3rd International Symposium on Geotechnical Safety and Risk (ISGSR 2011), Munich, Germany, pp. 577-586.
Naulin, M.; Hinze, K.; Kortenhaus, A.; Oumeraci, H. (2012): Reliability Analysis of Grass-Covered Sea and Estuary Dikes Focusing on Time-Dependent Failure Mechanisms - State-of-the-ArtReport, Leichtweiß-Institute (in preparation).
Oumeraci, H.; Burzel, A.; Dassanayake, D.; Gönnert, G.; Jen-sen, J.; Kortenhaus, A.; Mudersbach, C.;
Roelvink et al. (2010): XBeach Model Description and Manual, Unesco-IHE, Deltares and Delft University
Stanczak, G.; Oumeraci, H. (2012): Modeling sea dike breaching induced by breaking wave impactlaboratory experi-ments and computational model. Coastal Engineering, Vol 59, Nr. 1, pp 28-37http://dx.doi.org/10.1016/j.coastaleng.2011.07.001
Steetzel, H.J. (1993): Cross-shore transport during storm surges. Ph.D. thesis, Den Haag, The Netherlands, 242 p., 1 Appendix.
Tuan, T.Q.; Oumeraci, H. (2010): A numerical model of wave overtopping on seadikes. Coastal Engineering, vol. 57, pp. 757-772.http://dx.doi.org/10.1016/j.coastaleng.2010.04.007
Tuan, T.Q.; Oumeraci, H. (2012): Modelling of wave overtopping-induced erosion of grassed inner sea-dike slopes. Springer: Natural Hazards, Vol. 61 (published 30 March 2012 online first).
Ujeyl. G., Fröhle, P. & Pasche, E. 2012b. Evaluating direct damages of residential and commercial assets on a micro scale – Results of the XtremRisK Project. Proc, 2nd European Conf. on FLOODrisk Management, Rotterdam.
Van Gelder, P.H.A.J.M.; Buijs, F.; Van, C.M.; ter Horst, W.L.A.; Kanning, W.; Nejad, M.; Gupta, S.;
Shams, R.; Van Erp, N.; Gouldby, B.; Kingston, G.; Sayers, P.B.; Wills, M.; Kortenhaus, A.;
Wahl, T.; Jensen, J.; Mudersbach, C. (2010): A Multivariate Statistical Model for Advanced Storm Surge Analyses in the North Sea, Proc. 32nd International Conference Coastal Engineering (ICCE), Shanghai, China.
Wahl, T., C. Mudersbach, C.; Jensen,J. (2011): Assessing the hydrodynamic boundary conditions for risk analyses in coastal areas: a stochastic storm surge model, Nat. Hazards Earth Syst. Sci., 11,
Wahl, T., Mudersbach, C. & Jensen, J. (2012). Statistical assessment of storm surge scenarios within integrated risk analyses – Results of the XtremRisK project. Proc, 2nd European Conf. on FLOODrisk Management, Rotterdam
-2939, doi:10.5194/nhess-11-2925-2011, 2011.http://dx.doi.org/10.5194/nhess-11-2925-2011
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