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    Determination of Point Displacements in the Geodetic Network

    Source: Journal of Surveying Engineering:;2006:;Volume ( 132 ):;issue: 002
    Author:
    Simona Savšek-Safić
    ,
    Tomaž Ambrožič
    ,
    Bojan Stopar
    ,
    Goran Turk
    DOI: 10.1061/(ASCE)0733-9453(2006)132:2(58)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the procedure for testing the statistical significance of point displacements in the geodetic network as the intermediate stage between the adjustment of respective epochs measurements and an in-depth deformation analysis. The cumulative distribution function of the test statistic, presenting the relation between the displacement and the displacement accuracy, is determined by simulations. On the basis of this cumulative distribution function a critical value of the test statistic for a selected significance level is determined. In the null hypothesis it is assumed that the point is stable. A comparison of the critical value to the test statistic value is made and the actual risk level for rejecting the null hypothesis is estimated. Further on, a practical example of implementing the test in a simulated network is given. The test statistic proved to be simple and applicable: The points with significant displacements were identified successfully.
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      Determination of Point Displacements in the Geodetic Network

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    http://yetl.yabesh.ir/yetl1/handle/yetl/35957
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    contributor authorSimona Savšek-Safić
    contributor authorTomaž Ambrožič
    contributor authorBojan Stopar
    contributor authorGoran Turk
    date accessioned2017-05-08T21:01:44Z
    date available2017-05-08T21:01:44Z
    date copyrightMay 2006
    date issued2006
    identifier other%28asce%290733-9453%282006%29132%3A2%2858%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35957
    description abstractThis paper describes the procedure for testing the statistical significance of point displacements in the geodetic network as the intermediate stage between the adjustment of respective epochs measurements and an in-depth deformation analysis. The cumulative distribution function of the test statistic, presenting the relation between the displacement and the displacement accuracy, is determined by simulations. On the basis of this cumulative distribution function a critical value of the test statistic for a selected significance level is determined. In the null hypothesis it is assumed that the point is stable. A comparison of the critical value to the test statistic value is made and the actual risk level for rejecting the null hypothesis is estimated. Further on, a practical example of implementing the test in a simulated network is given. The test statistic proved to be simple and applicable: The points with significant displacements were identified successfully.
    publisherAmerican Society of Civil Engineers
    titleDetermination of Point Displacements in the Geodetic Network
    typeJournal Paper
    journal volume132
    journal issue2
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)0733-9453(2006)132:2(58)
    treeJournal of Surveying Engineering:;2006:;Volume ( 132 ):;issue: 002
    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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