2011
DOI: 10.1016/j.compfluid.2011.07.003
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TELEMAC: An efficient hydrodynamics suite for massively parallel architectures

Abstract: International audienceThis paper investigates the use of TELEMAC (a Finite Element-based hydrodynamics suite) on massively parallel computer architectures. The performance of TELEMAC is illustrated using two separate test cases. The first considers the use of TELEMAC-2D for simulating tidal currents in the vicinity of a renewable energy marine turbine farm, in order to provide reliable estimates of the expected energy yield. The second demonstrates the use of TELEMAC-3D for assessing the effects of fresh water… Show more

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Cited by 43 publications
(17 citation statements)
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“…As reviewed in Teng et al (2017), most of these models are either based on observations (empirical models) (such as those reviewed by Smith 1997) or solving fluid motion equations (hydrodynamic models) (e.g. Brunner 2016;DHI 2012;Moulinec et al 2011;Prakash et al 2014;Vacondio et al 2011), whilst in recent years, a group of simple conceptual models have been developed using simplified physical processes to provide rapid estimation of flood inundation (e.g. L'homme et al 2008;Nobre et al 2011).…”
Section: Introductionmentioning
confidence: 99%
“…As reviewed in Teng et al (2017), most of these models are either based on observations (empirical models) (such as those reviewed by Smith 1997) or solving fluid motion equations (hydrodynamic models) (e.g. Brunner 2016;DHI 2012;Moulinec et al 2011;Prakash et al 2014;Vacondio et al 2011), whilst in recent years, a group of simple conceptual models have been developed using simplified physical processes to provide rapid estimation of flood inundation (e.g. L'homme et al 2008;Nobre et al 2011).…”
Section: Introductionmentioning
confidence: 99%
“…As ground data are either scarce (e.g., in many countries of Africa, Komi et al, 2017), or declining (e.g., in the pan-Arctic region, Lins, 2008), and therefore time series incomplete, hydrological modelling is a useful tool to understand main processes involved in flood scenarios and to obtain outputs for flood hazard mapping such as the water depth, the flood extent, the flow velocity, and the duration of inundation (Néelz & Pender, 2010;Néelz & Pender, 2013;Santillan et al, 2016). With computational technology progress, modelling can be achieved in 1D (Brunner, 2016), 2D (Moulinec et al, 2011), or 3D (Prakash, Rothauge, & Cleary, 2014). However, the more dimensions are involved, the more is needed in terms of quantity, quality of data, and computational cost (Hunter, Bates, Horritt, & Wilson, 2007).…”
Section: Key Flood Hazard Parametersmentioning
confidence: 99%
“…Empirical methods entail direct observation through methods such as remote sensing, measurements, and surveying, and have since evolved into statistical methods informed by fitting relationships to empirical data. Hydrodynamic models, incorporating three subclasses, viz., one-dimensional (Brunner, 2016;DHI, 2003), two-dimensional (DHI, 2012;Moulinec et al, 2011), and three-dimensional (Prakash et al, 2014;Vacondio et al, 2011), consider fluid motion in terms of physical laws to derive and solve equations. The third model class, simple conceptual, has become increasingly well known in the contexts of large study areas, data scarcity, and/or stochastic modeling and encompasses the majority of recent developments in inundation modeling practices (Teng et al, 2017).…”
Section: Introductionmentioning
confidence: 99%