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    Wind Tunnel Test of the S814 Thick Root Airfoil

    Source: Journal of Solar Energy Engineering:;1996:;volume( 118 ):;issue: 004::page 217
    Author:
    D. M. Somers
    ,
    J. L. Tangler
    DOI: 10.1115/1.2871781
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The objective of this wind-tunnel test was to verify the predictions of the Eppler Airfoil Design and Analysis Code for a very thick airfoil having a high maximum lift coefficient designed to be largely insensitive to leading-edge roughness effects. The 24 percent thick S814 airfoil was designed with these characteristics to accommodate aerodynamic and structural considerations for the root region of a wind-turbine blade. In addition, the airfoil’s maximum lift-to-drag ratio was designed to occur at a high lift coefficient. To accomplish the objective, a two-dimensional wind tunnel test of the S814 thick root airfoil was conducted in January 1994 in the low-turbulence wind tunnel of the Delft University of Technology Low Speed Laboratory, The Netherlands. Data were obtained with transition free and transition fixed for Reynolds numbers of 0.7, 1.0, 1.5, 2.0, and 3.0 × 106 . For the design Reynolds number of 1.5 × 106 , the maximum lift coefficient with transition free is 1.32, which satisfies the design specification. However, this value is significantly lower than the predicted maximum lift coefficient of almost 1.6. With transition fixed at the leading edge, the maximum lift coefficient is 1.22. The small difference in maximum lift coefficient between the transition-free and transition-fixed conditions demonstrates the airfoil’s minimal sensitivity to roughness effects. The S814 root airfoil was designed to complement existing NREL low maximum-lift-coefficient tip-region airfoils for rotor blades 10 to 15 meters in length.
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      Wind Tunnel Test of the S814 Thick Root Airfoil

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    contributor authorD. M. Somers
    contributor authorJ. L. Tangler
    date accessioned2017-05-08T23:51:29Z
    date available2017-05-08T23:51:29Z
    date copyrightNovember, 1996
    date issued1996
    identifier issn0199-6231
    identifier otherJSEEDO-28267#217_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/117594
    description abstractThe objective of this wind-tunnel test was to verify the predictions of the Eppler Airfoil Design and Analysis Code for a very thick airfoil having a high maximum lift coefficient designed to be largely insensitive to leading-edge roughness effects. The 24 percent thick S814 airfoil was designed with these characteristics to accommodate aerodynamic and structural considerations for the root region of a wind-turbine blade. In addition, the airfoil’s maximum lift-to-drag ratio was designed to occur at a high lift coefficient. To accomplish the objective, a two-dimensional wind tunnel test of the S814 thick root airfoil was conducted in January 1994 in the low-turbulence wind tunnel of the Delft University of Technology Low Speed Laboratory, The Netherlands. Data were obtained with transition free and transition fixed for Reynolds numbers of 0.7, 1.0, 1.5, 2.0, and 3.0 × 106 . For the design Reynolds number of 1.5 × 106 , the maximum lift coefficient with transition free is 1.32, which satisfies the design specification. However, this value is significantly lower than the predicted maximum lift coefficient of almost 1.6. With transition fixed at the leading edge, the maximum lift coefficient is 1.22. The small difference in maximum lift coefficient between the transition-free and transition-fixed conditions demonstrates the airfoil’s minimal sensitivity to roughness effects. The S814 root airfoil was designed to complement existing NREL low maximum-lift-coefficient tip-region airfoils for rotor blades 10 to 15 meters in length.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleWind Tunnel Test of the S814 Thick Root Airfoil
    typeJournal Paper
    journal volume118
    journal issue4
    journal titleJournal of Solar Energy Engineering
    identifier doi10.1115/1.2871781
    journal fristpage217
    journal lastpage221
    identifier eissn1528-8986
    keywordsWind tunnels
    treeJournal of Solar Energy Engineering:;1996:;volume( 118 ):;issue: 004
    contenttypeFulltext
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