2006
DOI: 10.1051/m2an:2006020
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Adaptive modeling for free-surface flows

Abstract: Abstract. This work represents a first step towards the simulation of the motion of water in a complex hydrodynamic configuration, such as a channel network or a river delta, by means of a suitable "combination" of different mathematical models. In this framework a wide spectrum of space and time scales is involved due to the presence of physical phenomena of different nature. Ideally, moving from a hierarchy of hydrodynamic models, one should solve throughout the whole domain the most complex model (with solu… Show more

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Cited by 8 publications
(5 citation statements)
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“…Other similar techniques belong to the class of heterogeneous multiscale methods and micro-macro decompositions. See for instance [1,22,49,51,52] and also [10,11,14,25,29,36,48,55] for related works on coupling models with different scales. In particular, let us mention the work by Degond et al [24] (and references therein, in particular [23]) where similar ideas are used to design adaptive methods in a kinetic-fluid context.…”
Section: Application To Dynamic Model Adaptationmentioning
confidence: 99%
“…Other similar techniques belong to the class of heterogeneous multiscale methods and micro-macro decompositions. See for instance [1,22,49,51,52] and also [10,11,14,25,29,36,48,55] for related works on coupling models with different scales. In particular, let us mention the work by Degond et al [24] (and references therein, in particular [23]) where similar ideas are used to design adaptive methods in a kinetic-fluid context.…”
Section: Application To Dynamic Model Adaptationmentioning
confidence: 99%
“…In [3] some theoretical assumptions are supplied to justify the dropping of the two residuals ρ(u α )(e z ) and ρ * (u α )(z α , e u ) and of the remainder R in (2.6), while in [30] these hypotheses are numerically corroborated in the unsteady shallow water setting.…”
Section: Proposition 21 For A(·)(·) D(·)(·) and J (·) Smooth Enougmentioning
confidence: 99%
“…Concerning the model adaptation, the idea is to devise an adapted model which is derived from the monolithic model by dropping the terms which are more computationally expensive [3,4,30]: to fix ideas, in the backward-facing step configuration, we expect that the nonlinear term in the momentum equation of the Navier-Stokes system can be neglected in some parts of the domain. Which actual parts, however, cannot be determined a priori; only an a posteriori adaptation method can predict where the nonlinear term can be actually dropped.…”
Section: Introduction and Motivationsmentioning
confidence: 99%
“…This framework has been applied to, e.g. heterogeneous materials [18], flow problems [22], atomistic-tocontinuum problems [2], free-surface flows [20], turbulence modeling [13] and flows in arteries or rivers [9].…”
Section: Introductionmentioning
confidence: 99%