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    Siting Wind Turbines Near Cliffs: The Effect of Ruggedness

    Source: Journal of Fluids Engineering:;2019:;volume( 141 ):;issue: 003::page 31104
    Author:
    Rowcroft, Jerome
    ,
    Burton, David
    ,
    Blackburn, Hugh. M.
    ,
    Sheridan, John
    DOI: 10.1115/1.4041231
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Wind farms have often been located in close proximity to coastal cliffs to take advantage of the consistent wind regimes associated with many coastal regions, as well as to extract any available increase in flow speed that might be generated by such cliffs. However, coastal cliffs are often rugged as a result of erosion and the natural shape of the landform. This research explores the impact of the three-dimensional cliff topography on the wind flow. Specifically, wind tunnel testing is conducted, modeling the naturally occurring ruggedness as sawtooth lateral variations of various amplitudes applied to a forward facing step (FFS). Surface shear stress visualization techniques have been employed to derive the flow topology associated with different topographies, while pressure probe measurements are used to measure the development of wind speed and turbulence intensity (TI). Pressure probe measurements and surface pressure taps also assist to determine the lateral and vertical extents of the vortex structures identified. In particular, flow fields characterized by the probe measurements were consistent with vortex bursting that is described by various researchers in the flow over delta wings. Such bursting is observed as a stagnation and corresponding expansion of the vortex. Based on these observations, recommendations are provided for the siting of wind turbines near analogous cliffs.
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      Siting Wind Turbines Near Cliffs: The Effect of Ruggedness

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4256010
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    • Journal of Fluids Engineering

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    contributor authorRowcroft, Jerome
    contributor authorBurton, David
    contributor authorBlackburn, Hugh. M.
    contributor authorSheridan, John
    date accessioned2019-03-17T10:13:56Z
    date available2019-03-17T10:13:56Z
    date copyright10/4/2018 12:00:00 AM
    date issued2019
    identifier issn0098-2202
    identifier otherfe_141_03_031104.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4256010
    description abstractWind farms have often been located in close proximity to coastal cliffs to take advantage of the consistent wind regimes associated with many coastal regions, as well as to extract any available increase in flow speed that might be generated by such cliffs. However, coastal cliffs are often rugged as a result of erosion and the natural shape of the landform. This research explores the impact of the three-dimensional cliff topography on the wind flow. Specifically, wind tunnel testing is conducted, modeling the naturally occurring ruggedness as sawtooth lateral variations of various amplitudes applied to a forward facing step (FFS). Surface shear stress visualization techniques have been employed to derive the flow topology associated with different topographies, while pressure probe measurements are used to measure the development of wind speed and turbulence intensity (TI). Pressure probe measurements and surface pressure taps also assist to determine the lateral and vertical extents of the vortex structures identified. In particular, flow fields characterized by the probe measurements were consistent with vortex bursting that is described by various researchers in the flow over delta wings. Such bursting is observed as a stagnation and corresponding expansion of the vortex. Based on these observations, recommendations are provided for the siting of wind turbines near analogous cliffs.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleSiting Wind Turbines Near Cliffs: The Effect of Ruggedness
    typeJournal Paper
    journal volume141
    journal issue3
    journal titleJournal of Fluids Engineering
    identifier doi10.1115/1.4041231
    journal fristpage31104
    journal lastpage031104-13
    treeJournal of Fluids Engineering:;2019:;volume( 141 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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