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    Mean Wind Loading on Parabolic-Trough Solar Collectors

    Source: Journal of Solar Energy Engineering:;1981:;volume( 103 ):;issue: 004::page 313
    Author:
    D. E. Randall
    ,
    D. D. McBride
    ,
    R. E. Tate
    DOI: 10.1115/1.3266259
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Two wind-tunnel force and moment tests have been conducted on parabolic-trough solar collector configurations. The two tests were conducted in different flow field environments, one a uniform flow infinite airstream, the second a simulated atmospheric boundary layer flow with the models simulating a ground-mounted installation. The force and moment characteristics of both isolated single-module troughs and of trough modules within array configurations have been defined over both operational and stow attitudes. The influence of various geometric design parameters for collector modules and arrays has been established. Data indicate that forces and in general the pitching moment increase with mounting height and with trough aspect ratio. Collector modules interior to large arrays experience wind force reductions as high as 50–65 percent, while appropriate fences or berms surrounding the arrays can provide exterior modules with protection of this order.
    keyword(s): Solar collectors , Parabolic troughs , Wind , Force , Flow (Dynamics) , Boundary layers , Design AND Wind tunnels ,
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      Mean Wind Loading on Parabolic-Trough Solar Collectors

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/95078
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    • Journal of Solar Energy Engineering

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    contributor authorD. E. Randall
    contributor authorD. D. McBride
    contributor authorR. E. Tate
    date accessioned2017-05-08T23:12:00Z
    date available2017-05-08T23:12:00Z
    date copyrightNovember, 1981
    date issued1981
    identifier issn0199-6231
    identifier otherJSEEDO-28145#313_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/95078
    description abstractTwo wind-tunnel force and moment tests have been conducted on parabolic-trough solar collector configurations. The two tests were conducted in different flow field environments, one a uniform flow infinite airstream, the second a simulated atmospheric boundary layer flow with the models simulating a ground-mounted installation. The force and moment characteristics of both isolated single-module troughs and of trough modules within array configurations have been defined over both operational and stow attitudes. The influence of various geometric design parameters for collector modules and arrays has been established. Data indicate that forces and in general the pitching moment increase with mounting height and with trough aspect ratio. Collector modules interior to large arrays experience wind force reductions as high as 50–65 percent, while appropriate fences or berms surrounding the arrays can provide exterior modules with protection of this order.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleMean Wind Loading on Parabolic-Trough Solar Collectors
    typeJournal Paper
    journal volume103
    journal issue4
    journal titleJournal of Solar Energy Engineering
    identifier doi10.1115/1.3266259
    journal fristpage313
    journal lastpage322
    identifier eissn1528-8986
    keywordsSolar collectors
    keywordsParabolic troughs
    keywordsWind
    keywordsForce
    keywordsFlow (Dynamics)
    keywordsBoundary layers
    keywordsDesign AND Wind tunnels
    treeJournal of Solar Energy Engineering:;1981:;volume( 103 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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