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    Noniterative Datum Transformation Revisited with Two-Dimensional Affine Model as a Case Study

    Source: Journal of Surveying Engineering:;2013:;Volume ( 139 ):;issue: 004
    Author:
    Bofeng
    ,
    Li
    ,
    Yunzhong
    ,
    Shen
    ,
    Lizhi
    ,
    Lou
    DOI: 10.1061/(ASCE)SU.1943-5428.0000110
    Publisher: American Society of Civil Engineers
    Abstract: In geospatial applications, the datum transformation has been necessarily employed to transform the geospatial outcomes from the data-collection system to the user-interested system. Its key is to compute the transformation parameters that describe the geometric relation between two datum systems. The ordinary least-squares based transformation parameter estimation needs the iterative computations unless the initial values of parameters are approximate enough, which is usually time-consuming. Particularly with the development of (near) real-time data collection techniques, such iterative datum transformation method cannot meet the real-time applications. In this paper, we study the noniterative method in terms of the multivariate least-squares theory with two-dimensional empirical affine transformation as a case study. We address the noniterative transformation for the partially and fully error-affected affine models, respectively. The study indicates that the noniterative solution exists when the variance matrix of coordinate errors is structured as
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      Noniterative Datum Transformation Revisited with Two-Dimensional Affine Model as a Case Study

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    http://yetl.yabesh.ir/yetl1/handle/yetl/68990
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    contributor authorBofeng
    contributor authorLi
    contributor authorYunzhong
    contributor authorShen
    contributor authorLizhi
    contributor authorLou
    date accessioned2017-05-08T22:01:26Z
    date available2017-05-08T22:01:26Z
    date copyrightNovember 2013
    date issued2013
    identifier other%28asce%29te%2E1943-5436%2E0000042.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68990
    description abstractIn geospatial applications, the datum transformation has been necessarily employed to transform the geospatial outcomes from the data-collection system to the user-interested system. Its key is to compute the transformation parameters that describe the geometric relation between two datum systems. The ordinary least-squares based transformation parameter estimation needs the iterative computations unless the initial values of parameters are approximate enough, which is usually time-consuming. Particularly with the development of (near) real-time data collection techniques, such iterative datum transformation method cannot meet the real-time applications. In this paper, we study the noniterative method in terms of the multivariate least-squares theory with two-dimensional empirical affine transformation as a case study. We address the noniterative transformation for the partially and fully error-affected affine models, respectively. The study indicates that the noniterative solution exists when the variance matrix of coordinate errors is structured as
    publisherAmerican Society of Civil Engineers
    titleNoniterative Datum Transformation Revisited with Two-Dimensional Affine Model as a Case Study
    typeJournal Paper
    journal volume139
    journal issue4
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)SU.1943-5428.0000110
    treeJournal of Surveying Engineering:;2013:;Volume ( 139 ):;issue: 004
    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
    yabeshDSpacePersian