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    The Measurement of Vertical Gradients near the Ground

    Source: Journal of Applied Meteorology:;1962:;volume( 001 ):;issue: 004::page 458
    Author:
    Bernstein, Abram B.
    ,
    Young, John A.
    DOI: 10.1175/1520-0450(1962)001<0458:TMOVGN>2.0.CO;2
    Publisher: American Meteorological Society
    Abstract: Vertical gradients are usually calculated by a finite-difference approximation, where the level of interest is midway between the levels at which measurements are made. When this approach is used, considerable error may occur if the gradient varies with height, i.e., if the profile is not linear. Near the ground, non-linearity is the rule rather than the exception. The finite-difference approach may still be used, but measurements must be made at heights determined by the form of the profile, and not at heights equally distant from the level of interest. A set of charts is presented showing the heights at which the sensors must be mounted to give the gradient at the level of interest, and the height to which the gradient as usually measured actually applies. Correction factors are derived so that the gradient at any level may be determined from measurements at any two heights, provided the form of the profile is known. Use of this technique eliminates one source of error in comparison of gradient measurements from different locations, and in determination of parameters in which one or more gradient measurements at a predetermined level are required.
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      The Measurement of Vertical Gradients near the Ground

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4210555
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    contributor authorBernstein, Abram B.
    contributor authorYoung, John A.
    date accessioned2017-06-09T16:29:54Z
    date available2017-06-09T16:29:54Z
    date copyright1962/12/01
    date issued1962
    identifier issn0021-8952
    identifier otherams-6894.pdf
    identifier urihttp://onlinelibrary.yabesh.ir/handle/yetl/4210555
    description abstractVertical gradients are usually calculated by a finite-difference approximation, where the level of interest is midway between the levels at which measurements are made. When this approach is used, considerable error may occur if the gradient varies with height, i.e., if the profile is not linear. Near the ground, non-linearity is the rule rather than the exception. The finite-difference approach may still be used, but measurements must be made at heights determined by the form of the profile, and not at heights equally distant from the level of interest. A set of charts is presented showing the heights at which the sensors must be mounted to give the gradient at the level of interest, and the height to which the gradient as usually measured actually applies. Correction factors are derived so that the gradient at any level may be determined from measurements at any two heights, provided the form of the profile is known. Use of this technique eliminates one source of error in comparison of gradient measurements from different locations, and in determination of parameters in which one or more gradient measurements at a predetermined level are required.
    publisherAmerican Meteorological Society
    titleThe Measurement of Vertical Gradients near the Ground
    typeJournal Paper
    journal volume1
    journal issue4
    journal titleJournal of Applied Meteorology
    identifier doi10.1175/1520-0450(1962)001<0458:TMOVGN>2.0.CO;2
    journal fristpage458
    journal lastpage470
    treeJournal of Applied Meteorology:;1962:;volume( 001 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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