Probabilistic Assessment of Wave Overtopping of Seawall at Busan, Korea
0
조회
0
다운로드
1
인용
0
참고문헌
키워드
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)
- Allsop, N.W.H., "Breakwaters and coast defence: wave overtopping of seawalls, breakwaters and shoreline structures", Proc. ICE Water, Maritime & Energy, 통권 : 106, pp.355~357 (1994)
- Allsop, N.W.H., "New design methods for wave impact loadings on vertical breakwaters and seawalls", Proc. 25th Int. Conf. Coastal Eng., Orlando (1996), ASCE
- Ang, A.H.S., "Probability Concepts in Engineering Planning and Design- Vol. II: Decision, Risk and Reliability" (1984), John Wiley & Sons, Inc
- Besley, P., "Overtopping of vertical structures: new prediction methods to account for shallow water conditions", Proc. Conf. Coastlines, Structures and Breakwaters, Institution of Civil Engineers (1998)
- Bruce, T., "Violent overtopping of seawalls - extended prediction methods", Proc. Conf. Breakwaters, Coastal structures and Coastlines. Institution of Civil Engineers (2001)
- Choi, B.H., "Estimation of extreme sea levels for neighboring seas of Korea", Coastal Engineering Journal, 44(2), pp.149~178 (2002)
- CIRIA, "CUR (Construction Industry Research And Information Association", Centre For Civil Engineering Research And Codes), pp.1991, ~
- Goda, Y., "Laboratory investigation on the overtopping rates for seawalls by irregular waves", Port & Harbour Research Institution, 14, pp.3~44 (1975)
- Goda, Y., "Random seas and design of maritime structures" (1985), University of Tokyo Press
- Owen, M.W., "Design of seawalls allowing for wave overtopping, Report No EX 925, Hydraulics Research Station", ~ (1980)
- Owen, M.W., "The hydraulic design of seawall profiles", Proc. ICE Conference on Shoreline Protection, pp.129~136 (1982), Thomas Telford Ltd, London
- Palisade Corporation, "Risk Analysis and Simulation Add-In for Microsoft Excel, Version 4.5 User’s Guide", Pal-isade Corporation, USA, ~ (2002)
- Reis, M.T., "Probabilistic assessment of the safety of coastal structures, Ph.D. Thesis, Department of Civil Engineering", 박사, pp.1998
- Reis, M.T., "Specifying seawall crest levels using a probabilistic method. Proceedings of the Institution of Civil Engineers", Maritime Engineering, 159(MA4), pp.137~145 (2006)
- TIWTE, "Physical Model Experiment Study on Cross Sections of Busan Seawall" (2006), Tianjin Research Institute for Water Transport Engineering
- Risk analysis in breakwater design, Report of Subgroup C, PIANC, PTC II Working Group 12, "Van der Meer, J.W.", ~ (1987)
- 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)
- 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
- Van der Meer, J.W., "A code for dike height design and examination", Proc. Conf. Coastlines, Structures and Breakwaters, Institution of Civil Engineers, March 1998 (1998), Thomas Telford, London
- Van der Meer, J.W., "Technical report wave run-up and wave overtopping at dikes" (2002), Technical Advisory Committee on Flood Defence, Delft
