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Original Articles

Reliability-Based Flood Defense Analysis in an Integrated Risk Assessment

, &
Pages 1540005-1-1540005-35 | Received 13 Jun 2014, Accepted 06 Feb 2015, Published online: 10 Jan 2018

References

  • Allsop, W. , Kortenhaus, A. , Morris, M. , Buijs, F. , Hassan, R. , Young, M. , Doom, N. , van der Meer, J. , Van Gelder, P. , Dyer, M. , Redaelli, M. , Utily, S. , Visser, P. , Bettess, R. , Lesniewska, D. & ter Horst, W. [2007] “Failure mechanisms for flood defence structures, FLOODsite — Integrated Flood Risk Analysis and Management Methodologies,” Report no. T04-06-01, 211 pp.
  • Apel, H. , Merz, B. & Thieken, A. H. [2009] “Influence of dike breaches on flood frequency estimation,” Comput. Geosci. 35(5), 907–923.
  • Apel, H. , Thieken, A. H. , Merz, B. & Blöschl, G. [2004] “Flood risk assessment and associated uncertainty,” Nat. Hazards Earth Syst. Sci. 4(2), 295–308.
  • Bardet, J. P. & Tobita, T. [2002] “A practical method for solving free-surface seepage problems,” Comput. Geotech. 29(6), 451–475.
  • Bishop, A. W. [1955] “The use of slip circle in the stability analysis of slopes,” Geotechnique 5, 7–17.
  • Bleck, M. , Oumeraci, H. & Schüttrumpf, H. [2000] “Combined wave overtopping and overflow of dikes and seawalls,” in Proc. 27th Int. Conf. Coastal Engineering, July 16–21, 2000, Sydney, Australia, Vol. 27, Poster Paper (ASCE, USA).
  • Bligh, W. G. [1910] “Dams, barrages and weirs on porous foundations,” Eng. News 63/64, 708.
  • Buijs, F. A. [2003] Reliability Analysis of the Caldicot Levels' Flood Defense System by Using Dutch Reliabiltiy Methods for Flood Defences (Technical University of Delft, Delft, The Netherlands), 127 pp.
  • Buijs, F. , Hall, J. W. , Sayers, P. B. & Van Gelder, P. H. A. J. M. [2009] “Time-dependent reliability analysis of flood defences,” Reliab. Eng. Syst. Safe. 94(12), 1942–1953.
  • Burzel, A. , Dassanayake, D. & Oumeraci, H. [2015] “Spatial modeling of tangible and intangible losses in integrated coastal flood risk analysis,” Coast. Eng. J. 57(1), 1540008.
  • Coleman, S. E. , Andrews, D. P. & Webby, M. G. [2002] “Overtopping breaching of noncohesive homogenous embankments,” J. Hydraul. Eng. 128(9), 829–838.
  • CUR [1990] “Probabilistic design of flood defences,” Centre for Civil Engineering Research, Codes and Specification , Vol. 141 (Gouda, The Netherlands), 154 pp.
  • Dassanayake, D. , Burzel, A. & Oumeraci, H. [2015] “Methods for the evaluation of intangible flood losses and their integration in flood risk analysis,” Coast. Eng. J. 57(1), 1540007.
  • D'Eliso, C. , Oumeraci, H. & Kortenhaus, A. [2006] “Breaching of coastal dikes induced by wave overtopping,” in Proc. 30th International Conference Coastal Engineering ( ICCE), San Diego, Vol. 3 (USA, ASCE), pp. 2844–2856.
  • De Mello, V. F. [1975] “Some lessons from unsuspected, real and fictitious problems in earth dam engineering in Brazil,” in Proc. 6th Regional Soil Mechanics and Foundation Engineering Conference for Africa, Durban, South Africa, Vol. 1 (Balkema, Rotterdam, The Netherlands), pp. 285–304.
  • DIN1054 [1996] DIN 1054: Sicherheitsnachweise im Erd- und Grundbau (Beuth Verlag, Berlin, Germany), pp. 109–191.
  • DIN4084 [1983] DIN 4084: Gelände- und Böschungsbruchberechnungen (Beuth Bauverlag, Berlin, Germany), pp. 266–301.
  • DIN19712 [1997] Flussdeiche (Beuth Verlag GmbH, Berlin, Germany).
  • EurOtop [2007] “European overtopping manual,” in Die Küste. Archiv für Forschung und Technik an der Nord- und Ostsee , eds. Pullen, T. , Allsop, N. W. H. , Bruce, T. , Kortenhaus, A. , Schüttrumpf, H. & Van der Meer, J. W. , Vol. 73 (Westholsteinische Verlagsanstalt, Heide), www.overtopping-manual.com, 178 pp.
  • Gönnert, G. & Gerkensmeier, B. [2015] “A multi-method approach to develop extreme storm surge events to strengthen the resilience of highly vulnerable coastal areas,” Coast. Eng. J. 57(1), 1540002.
  • Gouldby, B. , Sayers, P. , Mulet-Marti, J. , Hassan, M. & Benwell, D. [2008] “A methodology for regional-scale flood risk assessment,” Proc. Inst. Civil Eng. Water Manag. 161(3), 169–182.
  • Hall, J. W. , Dawson, R. J. , Sayers, P. B. , Rosu, C. , Chetterton, J. B. & Deakin, R. [2003] “A methodology for national-scale flood risk assessment,” Proc. Inst. Civil Eng. Water Mar. Eng. , Vol. 156(3), pp. 235–247.
  • Heffernan, J. E. & Tawn, J. A. [2004] “A conditional approach for multivariate extreme values (with discussion),” J. Roy. Statist. Soc. Ser. B 66(3), 497–546.
  • Hussaarts, M. , Vrijling, J. K. , van Gelder, P. H. A. J. M. , de Looff, H. & Blonk, C. [1999] “The probablistic optimisation of the revetment on the dikes along the Frisian coast,” in Proc. Coast. Structures'99, Santander, Spain, Vol. 1 (Balkema Publishers, Rotterdam, The Netherlands), pp. 325–330.
  • INFRAM [2000] “Rudimentaire opzet erosiemodel dijken,” Internal Report, INFRAM, Zeewolde, The Netherlands, 8 pp.
  • IPCC [2013] “Climate change 2013: The physical science basis,” Working Group I Contribution to the Fifth Assessment Report of the Intergovermental Panel on Climate Change, Intergovermental Panel on Climate Change (IPCC) (Genf, Schweiz), 1552 pp.
  • Klein Breteler, M. [1994] “Case study Noord Schuddeland — betrouwbaarheidsfuncties voor dijk- bekledingen inclusief reststerkte,” WL/Delft Hydraulics, Report H1687 (Delft, The Netherlands).
  • Kortenhaus, A. [2003] “Probabilistische methoden für nordseedeiche,” Ph.D. thesis, Dissertation, Fachbereich Bauingenieurwesen, Leichtweiß-Institut für Wasserbau, Technische Universität Braunschweig, Braunschweig, Germany, 154 pp.
  • Kortenhaus, A. & Oumeraci, H. [2002] “Probabilistische Bemessungsmethoden für Seedeiche,” Berichte Leichtweiß-Institut für Wasserbau, Technische Universität Braunschweig, Vol. 877 (Braunschweig, Germany), 205 pp.
  • Lamb, R. et al. [2010] “A new method to assess the risk of local and widespread flooding on rivers and coasts,” J. Flood Risk Manag. 3(4), 323–336.
  • Lane, E. W. [1935] Security from under-seepage — Masonry dams on earth foundations,” Trans. Amer. Soc. Civil Eng. 100, 1235–1351.
  • Larson, M. , Donnelly, C. , Jimenez, J. A. & Hanson, H. [2009] “Analytical model of beach erosion and overwash during storms,” Proc. Inst. Civil Eng., Mar. Eng. 162(3), 115–125.
  • Mai Van, C. [2010] “Probabilistic design of coastal flood defences in Vietnam,” Ph.D. thesis, Technical University of Delft, Delft, Netherlands, 245 pp.
  • Merz, B. [2006] Hochwasserrisiken. Grenzen und Möglichkeiten der Risikoabschätzung (Schweizerbart'sche Verlagsbuchhandlung, Stuttgart), 334 pp.
  • Ministerie van Verkeer en Waterstaat [2007] “Voorschrift Toetsen op Veiligheid, primaire waterkeringen,” Ministry of Transport, Public Works and Water Management, Vol. VTV, 472 pp.
  • Naulin, M. , Kortenhaus, A. and Oumeraci, H. [2011] in Vogt, Schuppener, Straub & Bräv (eds), “Reliability analysis and breach modelling of coastal and estuarine flood defences,” in Proc. 3rd Int. Symp. Geotechnical Safety and Risk (ISGSR2011) (Munich, Gemany).
  • Naulin, M. , Kortenhaus, A. & Oumeraci, H. [2012] “Reliability analysis and breach modelling of flood defences in an integrated risk analysis — results of the XtremRisK project, in Proc. 2nd European Conf. Flood Risk Management, FLOODrisk2012 (CRC Press, Rotterdam, The Netherlands).
  • Nguyen, X. T. , Larson, M. & Donelly, C. [2006] “A new empirical formula for coastal overwash,” Vietnam — Japan Estuary Workshop, Hanoi, Vietnam, pp. 60–65.
  • Oumeraci, H. , Kortenhaus, A. , Allsop, W. , de Groot, M. , Crouch, R. , Vrijling, H. and Voortman, H. [2001] “Probabilistic Design Tools for Vertical Breakwaters. The Netherlands: Swets & Zeitlinger B.V., 320 pp.
  • Oumeraci, H. , Kortenhaus, A. , Burzel, A. , Naulin, M. , Dassanayake, D. , Jensen, J. , Wahl, Th. , Mudersbach, C. , Gönnert, G. , Gerkensmeier, B. , Fröhle, P. & Ujeyl, G. [2015] “XtremRisK — Integrated flood risk analysis for extreme storm surges at open coasts and in estuaries: Methodology, key results and lessons learned,” Coast. Eng. J. 57(1), 1540001.
  • Peter, G. [2005] Überfälle und Wehre Grundlagen und Berechnungsbeispiele (Vieweg Verlag, Wiesbaden).
  • Richwien, W. & Weißmann, R. [1999] “Quantifizierung der Sicherheitsreserven von Seedeichen bei Wellenüberlauf,” Abschlußbericht. Institut für Grundbau und Bodenmechanik, Universität und Gesamthochschule Essen, Vol. Teil IV (Essen, Germany), 55 pp.
  • Scheuermann, A. [2005] “Instationäre Durchfeuchtung quasi-homogener Erddeich (Heft 164),” Ph.D. thesis, Universität Karlsruhe, Institut für Bodenmechanik und Felsmechanik, Karlsruhe, Germany.
  • Schüttrumpf, H. , Lennartz, G. , Hill, P. , Schumann, A. & Wille, B. [2009] “Entwicklung eines risikobasierten Entscheidungshilfesystems zur Identifikation von Schutzmaßnahmen bei extremen Hochwasserereignissen — REISE: Abschlussbericht zum Verbundvorhaben innerhalb der BMBF-Förderaktivität rimax, RIMAX — Risikomanagement extremer Hochwasserereignisse,”,” Aachen, 292 pp.
  • Schwartz, M. L. (ed.) [2005] Encyclopedia of Coastal Science (Springer, Dordrecht, The Netherlands), 1086 pp.
  • Sellmeijer, J. B. [1988] “On the mechanics of piping under impervious structures,” Ph.D. thesis, LGM mededelingen/Laboratorium voor Grondmechanica, Stichting Waterbouwskundig Laboratorium, LGM, Delft, The Netherlands, 43 pp.
  • Sönnichsen, U. & Moseberg, J. [1997] Wenn die Deiche brechen: Sturmfluten und Küstenschutz an der schleswig-holsteinischen Westküste und in Hamburg , 2nd edn. (Husum Druckund Verlagsgesellschaft, Germany), 128 pp.
  • Stanczak, G. & Oumeraci, H. [2012] “Model for prediction of sea dike breaching initiated by breaking wave impact,” Natural Hazards 61(2), 673–687.
  • Stanczak, G. , Oumeraci, H. & Kortenhaus, A. [2007] “Laboratory tests on the erosion of clay revetment of sea dike with and without a grass cover induced by breaking wave impact, FLOOD-site — Integrated Flood Risk Assessment and Management Methodologies,”,” Vol. 935, Task 4 (Braunschweig, Germany), 40 pp.
  • Steenbergen, H. M. G. M. & Vrouwenvelder, A. C. W. M. [2003]: “Deel A: Mechanismenbeschri-jvingen,” Theoriehandleiding PC-Ring, Versie 4.0, TNO Bouw rapport 2003-CI-R0020.
  • Steetzel, H. J. [1993] “Cross-shore transport during storm surges,” Ph.D. thesis, Den Haag, The Netherlands, 242 pp.
  • Tayel, M. & Oumeraci, H. [2015] “A hybrid approach using hydrodynamic modelling and artificial neural networks for extreme storm surge prediction,” Coast. Eng. J. 57(1), 1540004.
  • TNO [1998] “Case study GroFriland,” report prepared for TAW.
  • Tuan, T. Q. & Oumeraci, H. [2010] “A numerical model of wave overtopping on seadikes,” Coast. Eng. 57, pp. 757–772.
  • Tuan, T. Q. & Oumeraci, H. [2012] “Numerical modelling of wave overtopping-induced erosion of grassed inner sea-dike slopes,” Nat. Hazards 63(2), 417–447.
  • Ujeyl, G. & Rose, J. [2015] “Estimating direct and indirect damages from storm surges: The case of Hamburg-Wilhelmsburg,” Coast. Eng. J. 57(1), 1540006.
  • Van der Meer, J. W. [1998] “Application and stability criteria for rock and artificial units,” in Dikes and Revetments , ed. Pilarczyk, K. W. (A. A. Balkema, Rotterdam/Brookfield), pp. 191–215.
  • Van Gelder, P. H. A. J. M. , Buijs, F. , Van, C. M. , ter Horst, W. L. A. , Känning, W. , Nejad, M. , Gupta, S. , Shams, R. , Van Erp, N. , Gouldby, B. , Kingston, G. , Sayers, P. , Wills, M. , Kortenhaus, A. & Lambrecht, H.-J. [2008] “Reliability analysis of flood sea defence structures and systems, FLOODsite — Integrated flood risk assessment and management methodologies,”,” Report T07-08-01, Task 7, 118 pp.
  • Verheij, H. J. [1997a] “Marsroute TAW — case study Centraal Holland,” WL/ Delft Hydraulics, Report Q2229, Delft, The Netherlands.
  • Verheij, H. J. [1997b] “Marsroute TAW — case study Noord-Beveland,” WL/ Delft Hydraulics,” Report Q2229, Delft, The Netherlands.
  • Voortman, H. G. [2002] “Risk-based design of large-scale flood defence systems,” Ph.D. thesis, Delft University of Technology, Delft, The Netherlands, 216 pp.
  • Vorogushyn, S. [2009] “Analysis of flood hazard under consideration of dike breaches,” Ph.D. thesis, University of Potsdam, Faculty of Mathematics and Natural Sciences, Potsdam, Germany, 165 pp.
  • Vorogushyn, S. , Merz, B. , Lindenschmidt, K. E. & Apel, H. [2010] “A new methodology for flood hazard assessment considering dike breaches,” Water Resources Res. 46, 17 pp.
  • Vrijling, J. K. & van Gelder, P. H. A. J. M. [2002] Probabilistic Design in Hydraulic Engineering (Technical University Delft, CTWA 5310 (F30)).
  • Wahl, T. , Mudersbach, C. & Jensen, J. [2015] “Statistical assessment of storm surge scenarios within integrated risk analyses,” Coast. Eng. J. 57(1), 1540003.
  • Weijers, J. B. A. & Sellmeijer, J. B. [1993] “A new model to deal with the piping mechanism,” in Filters in Geotechnical and Hydraulic Engineering , ed. Brauns, H. S. E. (Balkema, Rotterdam, The Netherlands), pp. 349–355.
  • Wyncoll, D. & Gouldby, B. [2013] “Integrating a multivariate extreme value method within a system flood risk analysis model,” J. Flood Risk Manag., doi: 10.1111/jfr3.12069.
  • Young, M. J. [2005] “Wave overtopping and grass cover layer failure on the inner slope of dikes,” Ph.D. thesis, UNESCO-IHE, Institute for Water Education, Delft, The Netherlands, 89 pp.
  • Zesch, R. , Saucke, U. , Triantafyllidis, T. & Bieberstein, A. [2007] “Probabilistisches Bemessungskonzept für das Versagen von Flussdeichen unter Berücksichtigung geotechnischer Gegebenheiten,” in Verständnis, Vorsorge und Bewältigung von Naturkatastrophen, Abschlusssymposium 2007, Graduiertenkolloeg “Naturkatastrophen,” ed. Senitz, S. (Universitätsverlag Karlsruhe, Universität Karlsruhe (TH), Germany), pp. 113–122.

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