2010
DOI: 10.1080/00221686.2010.9641241
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Foreword: SPH for free-surface flows

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Cited by 10 publications
(4 citation statements)
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“…The numerical models could also provide an alternative and valuable tool of scientific investigation, providing additional information that cannot be easily obtained from direct experimental observation (Gomez-Gesteira et al, 2010), such as pressure and velocity. In addition, if different engineered (structural and nonstructural) options are also taken into account to reduce the impact of disasters, the economic benefits of this form of risk mitigation can include a reduction in the costs incurred by the organizations responsible for managing disaster events and recovery processes (MAFF, 1999;Defra, 2003;Albano et al, 2015).…”
Section: Discussionmentioning
confidence: 99%
See 1 more Smart Citation
“…The numerical models could also provide an alternative and valuable tool of scientific investigation, providing additional information that cannot be easily obtained from direct experimental observation (Gomez-Gesteira et al, 2010), such as pressure and velocity. In addition, if different engineered (structural and nonstructural) options are also taken into account to reduce the impact of disasters, the economic benefits of this form of risk mitigation can include a reduction in the costs incurred by the organizations responsible for managing disaster events and recovery processes (MAFF, 1999;Defra, 2003;Albano et al, 2015).…”
Section: Discussionmentioning
confidence: 99%
“…On the other hand, SPH is generally more time-consuming than Eulerian CFD techniques since the numerical stencil of each computational node is composed of approximately one hundred particles in 3D, rather than a tenth of cells for mesh-based models (Viccione et al, 2008). Still, the algorithm is appropriate for parallelization, noticeably reducing the negative effects of this shortcoming (Gomez-Gesteira et al, 2010;Violeau, 2012). Conceptually, the method uses integral theory to transform the partial differential equations into an integral form.…”
Section: Introductionmentioning
confidence: 99%
“…Although extensive literature regarding simulating OEDs using the SPH method was published during the past decades, to the best knowledge of the authors, it still lacks an effort dedicated to providing a detailed review of this field. Note that although several reviews have been focused on the SPH applications towards coastal and ocean engineering (see, e.g., [66,67]), free-surface flows (see, e.g., [68][69][70][71][72]), multiphase flows (see e.g., [73]), FSI problems (see, e.g., [74][75][76][77]), and diverse industrial applications (see, e.g., [78][79][80][81][82][83]), these works paid little attention to OEDs, for which several hydrodynamic problems are quite different from traditional nearshore/offshore structures and thereby deserve energy engineers and SPH practitioners' attention. Therefore, in contrast to the previous reviews, this study aimed at offering the state-of-the-art progress with regard to various advanced SPH techniques in the hydrodynamic predictions of OEDs towards industrial applications, and the attention of the present work is particularly focused on the following topics (see Figure 4 for more details) 1.…”
Section: Computational Efficiencymentioning
confidence: 99%
“…Referring back to the reported SPH simulation results in literature, one may argue that there is still no consensus in the SPH community on WCSPH being as accurate as the ISPH method. Therefore, the necessity of further comparisons of both methodologies to enforce the incompressibility condition is obvious, which is also acknowledged in [28]. To shed further light on the current understanding of the performance of both methodologies, an improved SPH algorithm for both WCSPH and ISPH approaches is proposed and implemented.…”
Section: Introductionmentioning
confidence: 99%