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    GPS Processing Methods: Comparison with Precise Trilateration

    Source: Journal of Surveying Engineering:;1989:;Volume ( 115 ):;issue: 002
    Author:
    Norman Beck
    ,
    J. Robert Duval
    ,
    Peter T. Taylor
    DOI: 10.1061/(ASCE)0733-9453(1989)115:2(181)
    Publisher: American Society of Civil Engineers
    Abstract: Since 1982, the Geodetic Survey of Canada has been carrying out precise trilateration by electro‐optical distance measurements (EDM) incorporating atmospheric data recorded along the EDM ray path. These networks have been established in seismically unstable areas of Vancouver Island, British Columbia, and the Charlevoix region in Quebec. The three‐dimensional adjustments of EDM measurements show standard deviations of the order of 1 cm in horizontal position or relative accuracies of 0.5 parts per million on average. Replacing trilateration with GPS observations, to monitor these networks, would provide substantial savings in time and money, as well as eliminating many logistic constraints inherent to terrestrial survey methods. In 1986, in order to evaluate the GPS measurement as a potential alternative to precise trilateration, ten stations of the 16‐station network near Port Alberni, on Vancouver Island, were positioned using four TI‐4100 GPS receivers immediately following the precise EDM survey. This network covers an area of
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      GPS Processing Methods: Comparison with Precise Trilateration

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    https://yetl.yabesh.ir/yetl1/handle/yetl/35599
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    contributor authorNorman Beck
    contributor authorJ. Robert Duval
    contributor authorPeter T. Taylor
    date accessioned2017-05-08T21:01:11Z
    date available2017-05-08T21:01:11Z
    date copyrightMay 1989
    date issued1989
    identifier other%28asce%290733-9453%281989%29115%3A2%28181%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35599
    description abstractSince 1982, the Geodetic Survey of Canada has been carrying out precise trilateration by electro‐optical distance measurements (EDM) incorporating atmospheric data recorded along the EDM ray path. These networks have been established in seismically unstable areas of Vancouver Island, British Columbia, and the Charlevoix region in Quebec. The three‐dimensional adjustments of EDM measurements show standard deviations of the order of 1 cm in horizontal position or relative accuracies of 0.5 parts per million on average. Replacing trilateration with GPS observations, to monitor these networks, would provide substantial savings in time and money, as well as eliminating many logistic constraints inherent to terrestrial survey methods. In 1986, in order to evaluate the GPS measurement as a potential alternative to precise trilateration, ten stations of the 16‐station network near Port Alberni, on Vancouver Island, were positioned using four TI‐4100 GPS receivers immediately following the precise EDM survey. This network covers an area of
    publisherAmerican Society of Civil Engineers
    titleGPS Processing Methods: Comparison with Precise Trilateration
    typeJournal Paper
    journal volume115
    journal issue2
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)0733-9453(1989)115:2(181)
    treeJournal of Surveying Engineering:;1989:;Volume ( 115 ):;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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