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contributor authorM. Yanalak
contributor authorO. Baykal
date accessioned2017-05-08T21:01:34Z
date available2017-05-08T21:01:34Z
date copyrightAugust 2001
date issued2001
identifier other%28asce%290733-9453%282001%29127%3A3%2890%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35840
description abstractThe aim of this study is to evaluate the use of interpolation methods, which are used for digital terrain modeling, in transformation of Global Positioning System (GPS) ellipsoid heights to local heights. To test the interpolation methods used in this research, a set of GPS data collected in northern Turkey, 300 km from Istanbul, is used. The data were transformed to a local height system using 11 different interpolation processes, classified in four types of interpolation approaches. The data set includes 109 points, whose heights are known in both GPS and local height systems. Eighteen of them are selected as reference points. The differences between the local and GPS heights at the remaining 91 points were recalculated by using the differences at the 18 reference points. The interpolated (or extrapolated) differences were compared with the known differences for 91 points.
publisherAmerican Society of Civil Engineers
titleTransformation of Ellipsoid Heights to Local Leveling Heights
typeJournal Paper
journal volume127
journal issue3
journal titleJournal of Surveying Engineering
identifier doi10.1061/(ASCE)0733-9453(2001)127:3(90)
treeJournal of Surveying Engineering:;2001:;Volume ( 127 ):;issue: 003
contenttypeFulltext


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