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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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