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Probabilistic Assessment of Wave Overtopping of Seawall at Busan, Korea

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초록

In this paper, three classical overtopping models: Owen model, Van der Meer & Janssen model and Hedges & Reis model were used to calculate the failure probability of wave overtopping of seawalls. Among of them, the Hedges & Reis model was regarded as a moderate method to analyze the failure probability of wave overtopping of seawalls and the probabilistic assessments of wave overtopping were carried out for a constructing seawall at Busan in Korea by Level II and Level III reliability methods. Considering the cost of construction, an appropriate crest level was proposed for a certain rate of wave overtopping at a lower failure probability.

Abstract

In this paper, three classical overtopping models: Owen model, Van der Meer & Janssen model and Hedges & Reis model were used to calculate the failure probability of wave overtopping of seawalls. Among of them, the Hedges & Reis model was regarded as a moderate method to analyze the failure probability of wave overtopping of seawalls and the probabilistic assessments of wave overtopping were carried out for a constructing seawall at Busan in Korea by Level II and Level III reliability methods. Considering the cost of construction, an appropriate crest level was proposed for a certain rate of wave overtopping at a lower failure probability.

참고문헌 (20)

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  10. Owen, M.W., "Design of seawalls allowing for wave overtopping, Report No EX 925, Hydraulics Research Station", ~ (1980)
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  16. Risk analysis in breakwater design, Report of Subgroup C, PIANC, PTC II Working Group 12, "Van der Meer, J.W.", ~ (1987)
  17. Van der Meer, J.W., "Breakwaters and coastal defences: numerical modeling of wave-structure interaction", Proc.ICE Water, Maritime & Energy, 통권 : 106, pp.359~362 (1994)
  18. Van der Meer, J.W., "Wave run-up and wave overtopping at dikes, Wave Forces on Inclined and Vertical Structures", pp.1~27 (1995), ASCE
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  20. Van der Meer, J.W., "Technical report wave run-up and wave overtopping at dikes" (2002), Technical Advisory Committee on Flood Defence, Delft

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