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    A Methodology for Simulations of Complex Turbulent Flows

    Source: Journal of Fluids Engineering:;2002:;volume( 124 ):;issue: 004::page 933
    Author:
    H. F. Fasel
    ,
    J. Seidel
    ,
    S. Wernz
    DOI: 10.1115/1.1517569
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A new flow simulation methodology (FSM) for computing turbulent shear flows is presented. The development of FSM was initiated in close collaboration with C. Speziale (then at Boston University). The centerpiece of FSM is a strategy to provide the proper amount of modeling of the subgrid scales. The strategy is implemented by use of a “contribution function” which is dependent on the local and instantaneous “physical” resolution in the computation. This physical resolution is obtained during the actual simulation by comparing the size of the smallest relevant scales to the local grid size used in the computation. The contribution function is designed such that it provides no modeling if the computation is locally well resolved so that the computation approaches a direct numerical simulation in the fine grid limit, or provides modeling of all scales in the coarse grid limit and thus approaches an unsteady RANS calculation. In between these resolution limits, the contribution function adjusts the necessary modeling for the unresolved scales while the larger (resolved) scales are computed as in traditional large-eddy simulations (LES). However, a LES that is based on the present strategy is distinctly different from traditional LES in that the required amount of modeling is determined by physical considerations, and that state-of-the-art turbulence models (as developed for Reynolds-averaged Navier-Stokes) can be employed for modeling of the unresolved scales. Thus, in contrast to traditional LES based on the Smagorinsky model, with FSM a consistent approach (in the local sense) to the coarse grid and fine grid limits is possible. As a consequence of this, FSM should require much fewer grid points for a given calculation than traditional LES or, for a given grid size, should allow computations for larger Reynolds numbers. In the present paper, the fundamental aspects of FSM are presented and discussed. Several examples are provided. The examples were chosen such that they expose, on the one hand, the inherent difficulties of simulating complex wall bounded flows, and on the other hand demonstrate the potential of the FSM approach.
    keyword(s): Flow (Dynamics) , Turbulence , Resolution (Optics) , Engineering simulation , Reynolds-averaged Navier–Stokes equations , Modeling , Computation AND Flow simulation ,
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      A Methodology for Simulations of Complex Turbulent Flows

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    https://yetl.yabesh.ir/yetl1/handle/yetl/126927
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    contributor authorH. F. Fasel
    contributor authorJ. Seidel
    contributor authorS. Wernz
    date accessioned2017-05-09T00:07:42Z
    date available2017-05-09T00:07:42Z
    date copyrightDecember, 2002
    date issued2002
    identifier issn0098-2202
    identifier otherJFEGA4-27179#933_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/126927
    description abstractA new flow simulation methodology (FSM) for computing turbulent shear flows is presented. The development of FSM was initiated in close collaboration with C. Speziale (then at Boston University). The centerpiece of FSM is a strategy to provide the proper amount of modeling of the subgrid scales. The strategy is implemented by use of a “contribution function” which is dependent on the local and instantaneous “physical” resolution in the computation. This physical resolution is obtained during the actual simulation by comparing the size of the smallest relevant scales to the local grid size used in the computation. The contribution function is designed such that it provides no modeling if the computation is locally well resolved so that the computation approaches a direct numerical simulation in the fine grid limit, or provides modeling of all scales in the coarse grid limit and thus approaches an unsteady RANS calculation. In between these resolution limits, the contribution function adjusts the necessary modeling for the unresolved scales while the larger (resolved) scales are computed as in traditional large-eddy simulations (LES). However, a LES that is based on the present strategy is distinctly different from traditional LES in that the required amount of modeling is determined by physical considerations, and that state-of-the-art turbulence models (as developed for Reynolds-averaged Navier-Stokes) can be employed for modeling of the unresolved scales. Thus, in contrast to traditional LES based on the Smagorinsky model, with FSM a consistent approach (in the local sense) to the coarse grid and fine grid limits is possible. As a consequence of this, FSM should require much fewer grid points for a given calculation than traditional LES or, for a given grid size, should allow computations for larger Reynolds numbers. In the present paper, the fundamental aspects of FSM are presented and discussed. Several examples are provided. The examples were chosen such that they expose, on the one hand, the inherent difficulties of simulating complex wall bounded flows, and on the other hand demonstrate the potential of the FSM approach.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Methodology for Simulations of Complex Turbulent Flows
    typeJournal Paper
    journal volume124
    journal issue4
    journal titleJournal of Fluids Engineering
    identifier doi10.1115/1.1517569
    journal fristpage933
    journal lastpage942
    identifier eissn1528-901X
    keywordsFlow (Dynamics)
    keywordsTurbulence
    keywordsResolution (Optics)
    keywordsEngineering simulation
    keywordsReynolds-averaged Navier–Stokes equations
    keywordsModeling
    keywordsComputation AND Flow simulation
    treeJournal of Fluids Engineering:;2002:;volume( 124 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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