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    Centimeter‐Level Relative Positioning with GPS

    Source: Journal of Surveying Engineering:;1983:;Volume ( 109 ):;issue: 002
    Author:
    Charles C. Counselman, III
    ,
    Richard I. Abbot
    ,
    Sergai A. Gourevitch
    ,
    Robert W. King
    ,
    Albert R. Paradis
    DOI: 10.1061/(ASCE)0733-9453(1983)109:2(81)
    Publisher: American Society of Civil Engineers
    Abstract: Although the Global Positioning System (GPS) was designed primarily for real‐time navigation and positioning applications at the dekameter (10‐m, or 33‐ft) level of accuracy, the GPS has been used to determine the relative position coordinates of fixed points with centimeter‐level accuracy, when the distance between the points has been of the order of 10 km. All three position coordinates are determined with this accuracy. For inter‐site distances less than 1 km the uncertainty is about 3 mm, and for distances greater than 10 km the uncertainty in each coordinate is about 1–2 parts per million (ppm) of the distance. These results have been obtained with commercially available production equipment (MACROMETER model V‐1000 Interferometric Surveyors) operated by regular surveying personnel under real field conditions, not just by university scientists under ideal laboratory conditions. However, at MIT techniques that promise to reduce the uncertainty to 1 part in
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      Centimeter‐Level Relative Positioning with GPS

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    http://yetl.yabesh.ir/yetl1/handle/yetl/35468
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    • Journal of Surveying Engineering

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    contributor authorCharles C. Counselman, III
    contributor authorRichard I. Abbot
    contributor authorSergai A. Gourevitch
    contributor authorRobert W. King
    contributor authorAlbert R. Paradis
    date accessioned2017-05-08T21:00:57Z
    date available2017-05-08T21:00:57Z
    date copyrightAugust 1983
    date issued1983
    identifier other%28asce%290733-9453%281983%29109%3A2%2881%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35468
    description abstractAlthough the Global Positioning System (GPS) was designed primarily for real‐time navigation and positioning applications at the dekameter (10‐m, or 33‐ft) level of accuracy, the GPS has been used to determine the relative position coordinates of fixed points with centimeter‐level accuracy, when the distance between the points has been of the order of 10 km. All three position coordinates are determined with this accuracy. For inter‐site distances less than 1 km the uncertainty is about 3 mm, and for distances greater than 10 km the uncertainty in each coordinate is about 1–2 parts per million (ppm) of the distance. These results have been obtained with commercially available production equipment (MACROMETER model V‐1000 Interferometric Surveyors) operated by regular surveying personnel under real field conditions, not just by university scientists under ideal laboratory conditions. However, at MIT techniques that promise to reduce the uncertainty to 1 part in
    publisherAmerican Society of Civil Engineers
    titleCentimeter‐Level Relative Positioning with GPS
    typeJournal Paper
    journal volume109
    journal issue2
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)0733-9453(1983)109:2(81)
    treeJournal of Surveying Engineering:;1983:;Volume ( 109 ):;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
    yabeshDSpacePersian