Probabilistic design of sea defences
Designs of dikes and dunes according to current Dutch guidelines, based on a deterministic approach, are not consistent with probabilistic philosophy. This statement is amplified in the present paper as a pilot investigation; a rough outline for a probabilistic method of dune and dike computation is given. Numerical comparison of probabilistic and deterministic methods is hampered due to the fact that the results according to the deterministic approach depend on engineering instincts in the choice of boundary conditions and because the probabilistic approach is not as yet operational. Illustrative computations show differences of a factor 1000 in failure probability, starting from dimensioning according to the same standards, following deterministic guidelines.
- Datum rapport
- 1 januari 1980
- Auteur
- W.T. Bakker, J.K. Vrijling; Ministerie van Verkeer en Waterstaat, Rijkswaterstaat, Directie Waterhuishouding en Waterbeweging, District Kust en Zee, Studiedienst Vlissingen
- Uitgever
- Ministerie van Verkeer en Waterstaat, Rijkswaterstaat, Directie Waterhuishouding en Waterbeweging (RWS, WW).
- Annotatie
-
21 p.
diagr., tab.
Nota WWKZ-80.V012
Digital document 1.2 Mb
Includes the text of a paper, presented at the 17th Coastal Engineering Conference in Sydney (1980)Also published as Publication 80-1 of the Section Hydraulic Engineering of the University of Technology at Delft - Documentnummer
- 18382