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    Macrometer Satellite Surveying

    Source: Journal of Surveying Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author:
    Alfred Leick
    DOI: 10.1061/(ASCE)0733-9453(1984)110:2(146)
    Publisher: American Society of Civil Engineers
    Abstract: The Global Positioning System provides relative positions to 1–2 ppm with anrobservation time of 2–3 hr. The quality does not depend on weather; there is no intervisibility between stations required. The inner and minimal constraint solutions are introduced for the quality control of GPS vector observation. The problems of network maintenance assume new significance in view of the high quality of GPS observations. The 3‐ and 2‐dimensional transformations are introduced for implementing GPS vector observations into existing networks. The 3‐dimensional transformation is parameterized by scale, 3 translations, and 3 rotations. This transformation is unique, i.e., the same a posteriori variance of unit weight and residuals are obtained, even though there are different choices for the rotations. The 2‐dimensional transformation is carried out on the ellipsoid. A combined adjustment of all terrestrial and GPS observations of a local area avoids dealing with network distortions. The primary quantities are the observations and not the coordinates.
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      Macrometer Satellite Surveying

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    contributor authorAlfred Leick
    date accessioned2017-05-08T21:00:59Z
    date available2017-05-08T21:00:59Z
    date copyrightAugust 1984
    date issued1984
    identifier other%28asce%290733-9453%281984%29110%3A2%28146%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35488
    description abstractThe Global Positioning System provides relative positions to 1–2 ppm with anrobservation time of 2–3 hr. The quality does not depend on weather; there is no intervisibility between stations required. The inner and minimal constraint solutions are introduced for the quality control of GPS vector observation. The problems of network maintenance assume new significance in view of the high quality of GPS observations. The 3‐ and 2‐dimensional transformations are introduced for implementing GPS vector observations into existing networks. The 3‐dimensional transformation is parameterized by scale, 3 translations, and 3 rotations. This transformation is unique, i.e., the same a posteriori variance of unit weight and residuals are obtained, even though there are different choices for the rotations. The 2‐dimensional transformation is carried out on the ellipsoid. A combined adjustment of all terrestrial and GPS observations of a local area avoids dealing with network distortions. The primary quantities are the observations and not the coordinates.
    publisherAmerican Society of Civil Engineers
    titleMacrometer Satellite Surveying
    typeJournal Paper
    journal volume110
    journal issue2
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)0733-9453(1984)110:2(146)
    treeJournal of Surveying Engineering:;1984:;Volume ( 110 ):;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