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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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