2011
DOI: 10.1016/j.jcp.2010.04.033
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Construction of low dissipative high-order well-balanced filter schemes for non-equilibrium flows

Abstract: The goal of this paper is to generalize the well-balanced approach for non-equilibrium flow studied by Wang et al. [26] to a class of low dissipative high order shock-capturing filter schemes and to explore more advantages of well-balanced schemes in reacting flows. The class of filter schemes developed by Yee et al. [30], Sjögreen & Yee [24] and Yee & Sjögreen [35] consist of two steps, a full time step of spatially high order non-dissipative base scheme and an adaptive nonlinear filter containing shock-ca… Show more

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Cited by 22 publications
(36 citation statements)
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References 41 publications
(53 reference statements)
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“…7. Because these numerical instabilities appear in the simulation of both the background and of the perturbed flow, the origin of the problem might be the stiff source term which fixes the value of Fr p (7). Therefore, this benchmark may serve to check more sophisticated and accurate techniques valid for out-equilibrium shallow-water flows [4,5] with stiff source terms [6] and, in particular, to check the performance of low dissipative high-order well-balanced filter schemes for non-equilibrium flows [7] with variable cut-off wavenumber [13].…”
Section: Discussionmentioning
confidence: 99%
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“…7. Because these numerical instabilities appear in the simulation of both the background and of the perturbed flow, the origin of the problem might be the stiff source term which fixes the value of Fr p (7). Therefore, this benchmark may serve to check more sophisticated and accurate techniques valid for out-equilibrium shallow-water flows [4,5] with stiff source terms [6] and, in particular, to check the performance of low dissipative high-order well-balanced filter schemes for non-equilibrium flows [7] with variable cut-off wavenumber [13].…”
Section: Discussionmentioning
confidence: 99%
“…Furthermore, (16) is not only an exact solution to (1)- (2) for Fr p = 2 but also an asymptotic solution for Fr p > 2 when φ 1-typically φ (9) should be O(10 −4 ) to avoid non-normal effects-and λ 0 > λ ∞ (φ, V 0 , θ) (10) at t = 0 [3]. Notice that, according to (16), the normalized perturbation (h, u) T decays and its wavelength increases linearly with time at a rate independent of the initial wavelength λ 0 and of the plane-parallel Froude number Fr p (7). Conversely, for λ 0 < λ ∞ and values of Fr p (7) greater than Fr cr (8), the normalized perturbation (h, u) T will grow ultimately developing hydraulic jumps.…”
Section: Formulation Of the Problemmentioning
confidence: 99%
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“…Recently, these filter schemes were proved to be well-balanced schemes 6 in the sense that these schemes exactly preserve certain non-trivial steady-state solutions of the chemical nonequilibrium governing equations. With this added property the filter schemes can better minimize spurious numerics in reacting flows containing both steady shocks and unsteady turbulence with shocklet components than standard non-wellbalanced shock-capturing schemes.…”
Section: Motivation Objectives and Validation Processmentioning
confidence: 99%
“…[1][2][3][4][5][6] Importantly, the code implements many innovative low dissipative algorithms that adaptively use numerical dissipation from shock-capturing schemes as postprocessing filters on non-dissipative high-order centered schemes. [1][2][3][4][5][6] These filter schemes were especially designed for improved accuracy over standard high-order shock-capturing schemes in capturing turbulence with strong shocks and density variations. For multi-dimensional curvilinear grids, the metrics are evaluated at the same high-order as the spatial base scheme with high-order freestream preservation.…”
Section: Motivation Objectives and Validation Processmentioning
confidence: 99%