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Static bay beach concept for scientists and engineers: A review
Authors:John R-C Hsu  M-J Yu  F-C Lee  Lindino Benedet
Institution:1. Department of Marine Environment and Engineering (plus APORC), National Sun Yat-sen University, Kaohsiung 80424, Taiwan, ROC;2. School of Civil & Resource Engineering, University of Western Australia, Crawley WA 6009, Australia;3. Coastal Planning & Engineering Inc., Boca Raton, FL 33431, USA;4. Delft University of Technology, Delft, The Netherlands
Abstract:Headland-bay beach (HBB) is one of the most prominent physiographic features on the oceanic margin of many countries in the world. Under the influence of a predominant swell, its curved periphery in natural environment may reach static equilibrium and remains stable without sediment supply from updrift and/or a riverain source within its own embayment. Coastal scientists and engineers have attempted to develop mathematical expressions to quantify this ideal bay shape since the 1940s. As the scenario with depleting sediment supply has become a common reality on many parts of the world coastline in more recent time, some coastal engineers have advocated a rational approach to mimicking the static bay shape found in nature in order to mitigate beach erosion as well as for coastal management. Nowadays, many useful applications have emerged since the publication of the parabolic bay shape equation (PBSE) developed for static equilibrium planform (SEP) in late 1980s. The advance in modern computer technologies and international collaboration has further facilitated the exchange of knowledge and applications of this static bay beach concept (SBBC).
Keywords:Headland-bay beach (HBB)  Static equilibrium planform (SEP)  Parabolic bay shape equation (PBSE)  Static bay beach concept (SBBC)  Coastal management  Headland control
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