Assessment of dune failure along the Dutch coast using a fully probabilistic approach

Geomorphology

Volumn 143-144, Issue , 2012, Pages 95-103

  Den Heijer, C Kees ^a,b   Baart, Fedor ^a,b   van Koningsveld, Mark ^a,c  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

^b DELTARES   (Netherlands)

^c Van Oord   (Netherlands)

Author keywords

Breaching; Dune erosion; Dutch coast; Flooding; Probabilistic; Safety

Indexed keywords

BOUNDARY CONDITION; COASTAL EROSION; DUNE; ENVIRONMENTAL IMPACT ASSESSMENT; FLOODING; MONTE CARLO ANALYSIS; NUMERICAL MODEL; PROBABILITY; SAFETY;

NETHERLANDS;

EID: 84856654831     PISSN: 0169555X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geomorph.2011.09.010     Document Type: Article

References (34)

1. de Ronde J.G., van Marle J.G.A., Roskam A.P., Andorka Gal J.H. Wave boundary conditions along the Dutch coast at relatively deep water. Tech. Rep. 95.024, RIKZ 1995, (in Dutch).
2. Delta Committee Final report and interim advices of the Delta Committee (Eindrapport en interim adviezen van de Deltacommissie). Tech. rep., Staatsdrukkerij- en Uitgeverijbedrijf, Den Haag, The Netherlands 1960, (in Dutch). http://repository.tudelft.nl/view/ir/uuid:0e28dfd8-4e67-4267-a443-54b74a062bcb/.
3. Deltares Dunes as water defence; Inventarisation of knowledge questions of water boards, provinces and state. (Duinen als Waterkering; Inventarisatie van kennisvragen bij waterschappen, provincies en rijk). Tech. Rep. H5019, Deltares 2008, (in Dutch).
4. Fishman G.S. Monte Carlo: Concepts, Algorithms, and Applications 1996, Springer, New York, 698pp.
5. Jelgersma, S., 1961. Holocene sea level changes in the Netherlands. Ph.D. thesis, Leiden University.
6. Jelgersma S., Stive M.J.F., van der Valk L. Holocene storm surge signatures in the coastal dunes of the western Netherlands. Marine Geology 1995, 125:95-110.
7. Larson M., Kraus N.C. SBEACH: numerical model for simulating storm-induced beach change; report 1: empirical foundation and model development. Tech. Rep. CERC-89-9, U.S 1989, Army Engineer Waterways Experiment Station, Vicksburg, MS, USA.
8. Lesser G.R., Roelvink J.A., van Kester J.A.T.M., Stelling G.S. Development and validation of a three-dimensional morphological model. Coastal Engineering 2004, 51:883-915.
9. Ministeries VROM, LNV, V, W, EZ Note space: space for development (Nota ruimte: ruimte voor ontwikkeling). Tech. rep., Ministeries VROM, LNV, V and W and EZ 2006, (in Dutch).
10. Rijkswaterstaat The yearly coastal measurements (De JAaRlijkse KUStmetingen (JARKUS)) (in Dutch). http://www.watermarkt.nl/kustenzeebodem/.
11. Roelvink D., Reniers A., van Dongeren A., van Thiel de Vries J., McCall R., Lescinski J. Modelling storm impacts on beaches, dunes and barrier islands. Coastal Engineering 2009, 56:1133-1152.
12. Roskam A.P., Hoekema J. Boundary conditions for wave periods along the Dutch coast (Randvoorwaarden voor golfperioden langs de Nederlandse kust). Tech. Rep. 96.019, RIKZ 1996, (in Dutch).
13. Sallenger A.H. Storm impact scale for Barrier Islands. Journal of Coastal Research 2000, 16:890-895.
14. Starr C. Social benefit versus technological risk. Science 1969, 165(3899):1232-1238. http://www.scopus.com/inward/record.url?eid=2-s2.0-0014684374&partnerID=40&md5=4bff4342076cc8ecc7c544757cb82d59.
15. Steetzel, H. J., 1993. Cross-shore Transport during Storm Surges. Ph.D. thesis, Delft University of Technology, also published as: Delft Hydraulics communication, no. 476. URL http://repository.tudelft.nl/assets/uuid:83f01c82-f290-485e-b078-7643f1c2d419/ceg_steetzel_19930913.PDF.
16. Stijnen J.W., Duits M.T., Thonus B.I. Deep water boundary conditions (ELD, EUR, YM6, SCW and SON). (Diepwater randvoorwaarden (ELD, EUR, YM6, SCW en SON)). Tech. Rep. Pr841.40, HKV consultants, Lelystad, The Netherlands 2005, (in Dutch).
17. Stockdon H.F., Sallenger A.H., Holman R.A., Howd P.A. A simple model for the spatially-variable coastal response to hurricanes. Marine Geology 2007, 238:1-20.
18. TAW Guide on the assessment of dune safety as water defence (Leidraad voor de beoordeling van de veiligheid van duinen als waterkering). Tech. rep., Technical Advisory Committee on Water Defences,'s-Gravenhage, The Netherlands 1984, (in Dutch).
19. TAW Base report sandy coast, belonging to guidance sandy coast (Basisrapport zandige kust, behorende bij de leidraad zandige kust). Tech. rep., Technical Advisory Committee on Water Defences 1995, (In Dutch).
20. van Dantzig D. Economic decision problems for flood prevention. Econometrica 1956, 24:276-287.
21. van de Graaff J. Dune erosion during a storm surge. Coastal Engineering 1977, 1:99-134.
22. van de Graaff J. Probabilistic design of dunes; an example from The Netherlands. Coastal Engineering 1986, 9:479-500.
23. van de Graaff, J., 1988. Sediment concentration due to wave action. Ph.D. thesis, Delft University of Technology. URL. http://repository.tudelft.nl/view/ir/uuid:90935089-b4b0-49cc-953d-77ad284353b5/.
24. van Dongeren A., Bolle A., Roelvink J., Vousdoukas M.I., Plomaritis T., Williams J., Armaroli C., Idier D., van Geer P., van Thiel de Vries J. MICORE: Dune erosion and overwash model validation with data from nine European field sites. AGU Fall Meeting Abstracts 2009, Vol. 1:6.
25. van Gent M.R.A., van Thiel de Vries J.S.M., Coeveld E.M., de Vroeg J.H., van de Graaff J. Large-scale dune erosion tests to study the influence of wave periods. Coastal Engineering 2008, 55:1041-1051. http://opendap.deltares.nl:8080/thredds/catalog/opendap/deltares/deltaflume2006_dune_erosion/.
26. van Koningsveld M., de Boer G.J., Baart F., Damsma T., den Heijer C., van Geer P., de Sonneville B. OpenEarth - inter-company management of: data, models, tools & knowledge. Proceedings WODCON XIX Conference. Beijing, China 2010.
27. van Rijn L.C. Prediction of dune erosion due to storms. Coastal Engineering 2009, 56:441-457.
28. van Thiel de Vries J.S.M., van Gent M.R.A., Walstra D.J.R., Reniers A.J.H.M. Analysis of dune erosion processes in large-scale flume experiments. Coastal Engineering 2008, 55:1028-1040.
29. Vellinga P. Beach and dune erosion during storm surges. Coastal Engineering 1982, 6:361-387.
30. Vellinga, P., 1986. Beach and Dune Erosion during Storm Surges. Ph.D. thesis, Delft University of Technology, also published as: Delft Hydraulics communications, no. 372, 1986.
31. Vrijling J.K. Probabilistic design of water defense systems in The Netherlands. Reliability Engineering and System Safety 2001, 74:337-344.
32. WL | Delft Hydraulics Valsnelheid van zand in zeewater van 5°C (Settling velocity of sand in sea water of 5 °C). Tech. Rep. M 1263 part IV-b, WL | Delft Hydraulics 1983, (in Dutch).
33. WL | Delft Hydraulics Dune erosion; product 3: probabilistic dune erosion prediction method. Tech. Rep. H4357/A1414 2007, Alkyon Hydraulic Consultancy & Research/ WL | Delft Hydraulics/ Delft University of Technology.
34. Working Group 10, Delta Committee Reports and drawings concerning model investigations at Delft Hydraulics laboratory (Rapporten, verslagen en tekeningen betreffende modelonderzoekingen in het Waterloopkundig Laboratorium te Delft). Tech. rep., Delta Committee, "Program committee Delft" 1953-1954, (in Dutch).