Morphodynamic Model for Predicting Beach Changes Based on Bagnold's Concept and Its Applications 2018
DOI: 10.5772/intechopen.82320
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Introductory Chapter: Morphodynamic Model for Predicting Beach Changes Based on Bagnold’s Concept and Its Applications

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Cited by 24 publications
(3 citation statements)
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“…The calculation of beach changes and sand dune formation on the backshore was carried out using a model developed by Yokota et al (2022) for predicting three-dimensional (3-D) beach changes under combined actions of waves and wind. In this model, the beach changes due to waves occurring in the depth zone between the depth of closure (hc) and the berm height (hR) are predicted using the BG model (a model for predicting three-dimensional beach changes based on Bagnold's concept) (Uda et al, 2018), whereas topographic changes due to windblown sand in the area landward of a berm top are predicted by a cellular automaton method. In the calculation of windblown sand by the cellular automaton method, the two most important processes, saltation and avalanche, are taken into account (Katsuki and Kikuchi, 2006).…”
Section: Modelmentioning
confidence: 99%
“…The calculation of beach changes and sand dune formation on the backshore was carried out using a model developed by Yokota et al (2022) for predicting three-dimensional (3-D) beach changes under combined actions of waves and wind. In this model, the beach changes due to waves occurring in the depth zone between the depth of closure (hc) and the berm height (hR) are predicted using the BG model (a model for predicting three-dimensional beach changes based on Bagnold's concept) (Uda et al, 2018), whereas topographic changes due to windblown sand in the area landward of a berm top are predicted by a cellular automaton method. In the calculation of windblown sand by the cellular automaton method, the two most important processes, saltation and avalanche, are taken into account (Katsuki and Kikuchi, 2006).…”
Section: Modelmentioning
confidence: 99%
“…Regarding the prediction of shoreline changes of a cay, Miyahara et al (2013) numerically simulated the deformation of a circular island composed of sand using the BG model (a model for predicting 3-D beach changes based on Bagnold's concept) (Uda et al, 2018). They employed the longshore sand transport formula with Ozasa and Brampton's term (1980) as the fundamental equation in which the additional effect due to the longshore inclination in breaker height is included, and the wave field around the island was calculated using the energy balance equation for irregular waves.…”
Section: Introductionmentioning
confidence: 99%
“…It is necessary, therefore, to predict these beach changes at the planning stage of an artificial beach. In this study, these topographic changes due to high waves and subsequent beach recovery under calm wave conditions were calculated using the BG model (a model for predicting 3-D beach changes based on Bagnold's concept; Uda et al, 2018), taking the Chigasaki coast in Kanagawa Prefecture, Japan, as an example.…”
Section: Introductionmentioning
confidence: 99%