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    Direct Numerical Simulation of Pebble Bed Flows: Database Development and Investigation of Low-Frequency Temporal Instabilities

    Source: Journal of Fluids Engineering:;2017:;volume( 139 ):;issue: 005::page 51301
    Author:
    Fick, Lambert H.
    ,
    Merzari, Elia
    ,
    Hassan, Yassin A.
    DOI: 10.1115/1.4035300
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Computational analyses of fluid flow through packed pebble bed domains using the Reynolds-averaged Navier–Stokes (RANS) framework have had limited success in the past. Because of a lack of high-fidelity experimental or computational data, optimization of Reynolds-averaged closure models for these geometries has not been extensively developed. In the present study, direct numerical simulation (DNS) was employed to develop a high-fidelity database that can be used for optimizing Reynolds-averaged closure models for pebble bed flows. A face-centered cubic (FCC) domain with periodic boundaries was used. Flow was simulated at a Reynolds number of 9308 and cross-verified by using available quasi-DNS data. During the simulations, low-frequency instability modes were observed that affected the stationary solution. These instabilities were investigated by using the method of proper orthogonal decomposition, and a correlation was found between the time-dependent asymmetry of the averaged velocity profile data and the behavior of the highest-energy eigenmodes. Finally, the effects of the domain size and the method of averaging were investigated to determine how these parameters influenced the stationary solution. A violation of the ergodicity assumption was observed.
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      Direct Numerical Simulation of Pebble Bed Flows: Database Development and Investigation of Low-Frequency Temporal Instabilities

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4234006
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    contributor authorFick, Lambert H.
    contributor authorMerzari, Elia
    contributor authorHassan, Yassin A.
    date accessioned2017-11-25T07:16:25Z
    date available2017-11-25T07:16:25Z
    date copyright2017/20/2
    date issued2017
    identifier issn0098-2202
    identifier otherfe_139_05_051301.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4234006
    description abstractComputational analyses of fluid flow through packed pebble bed domains using the Reynolds-averaged Navier–Stokes (RANS) framework have had limited success in the past. Because of a lack of high-fidelity experimental or computational data, optimization of Reynolds-averaged closure models for these geometries has not been extensively developed. In the present study, direct numerical simulation (DNS) was employed to develop a high-fidelity database that can be used for optimizing Reynolds-averaged closure models for pebble bed flows. A face-centered cubic (FCC) domain with periodic boundaries was used. Flow was simulated at a Reynolds number of 9308 and cross-verified by using available quasi-DNS data. During the simulations, low-frequency instability modes were observed that affected the stationary solution. These instabilities were investigated by using the method of proper orthogonal decomposition, and a correlation was found between the time-dependent asymmetry of the averaged velocity profile data and the behavior of the highest-energy eigenmodes. Finally, the effects of the domain size and the method of averaging were investigated to determine how these parameters influenced the stationary solution. A violation of the ergodicity assumption was observed.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleDirect Numerical Simulation of Pebble Bed Flows: Database Development and Investigation of Low-Frequency Temporal Instabilities
    typeJournal Paper
    journal volume139
    journal issue5
    journal titleJournal of Fluids Engineering
    identifier doi10.1115/1.4035300
    journal fristpage51301
    journal lastpage051301-12
    treeJournal of Fluids Engineering:;2017:;volume( 139 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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