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    New Line Accuracy Assessment Methodology Using Nonlinear Least-Squares Estimation

    Source: Journal of Surveying Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author:
    Joon Heo
    ,
    Jin Woo Kim
    ,
    Ji Sang Park
    ,
    Hong-Gyoo Sohn
    DOI: 10.1061/(ASCE)0733-9453(2008)134:1(13)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a novel line accuracy assessment technique by measuring the offsets of a typical measured line from the true reference line. These measurements are assumed to follow a Gaussian distribution. Buffers of gradually increasing widths, drawn around the true line, are used to measure the magnitudes of line offsets from true locations. A nonlinear least-squares estimation is used to determine the mean and the standard deviation of the line offset. The purpose of the proposed parameter estimation technique is to improve, using the two Gaussian parameters of mean and standard deviation, the line error modeling, and to uncover the physical meaning of the magnitude and variability of line offsets, respectively. The feasibility of the parameter estimation technique is demonstrated by a series of tests that confirm the assumption of a nonzero mean Gaussian distribution. The proposed methodology is expected to provide better insight into the spatial data quality of linear features in geographical information systems.
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      New Line Accuracy Assessment Methodology Using Nonlinear Least-Squares Estimation

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/36007
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    • Journal of Surveying Engineering

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    contributor authorJoon Heo
    contributor authorJin Woo Kim
    contributor authorJi Sang Park
    contributor authorHong-Gyoo Sohn
    date accessioned2017-05-08T21:01:48Z
    date available2017-05-08T21:01:48Z
    date copyrightFebruary 2008
    date issued2008
    identifier other%28asce%290733-9453%282008%29134%3A1%2813%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36007
    description abstractThis paper presents a novel line accuracy assessment technique by measuring the offsets of a typical measured line from the true reference line. These measurements are assumed to follow a Gaussian distribution. Buffers of gradually increasing widths, drawn around the true line, are used to measure the magnitudes of line offsets from true locations. A nonlinear least-squares estimation is used to determine the mean and the standard deviation of the line offset. The purpose of the proposed parameter estimation technique is to improve, using the two Gaussian parameters of mean and standard deviation, the line error modeling, and to uncover the physical meaning of the magnitude and variability of line offsets, respectively. The feasibility of the parameter estimation technique is demonstrated by a series of tests that confirm the assumption of a nonzero mean Gaussian distribution. The proposed methodology is expected to provide better insight into the spatial data quality of linear features in geographical information systems.
    publisherAmerican Society of Civil Engineers
    titleNew Line Accuracy Assessment Methodology Using Nonlinear Least-Squares Estimation
    typeJournal Paper
    journal volume134
    journal issue1
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)0733-9453(2008)134:1(13)
    treeJournal of Surveying Engineering:;2008:;Volume ( 134 ):;issue: 001
    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