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contributor authorIsrael Kashani
date accessioned2017-05-08T21:01:44Z
date available2017-05-08T21:01:44Z
date copyrightFebruary 2006
date issued2006
identifier other%28asce%290733-9453%282006%29132%3A1%2824%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35949
description abstractOne of the possible uses of the global positioning satellite permanent stations is to use them as a datum reference when a new base station is established in a geodetic or surveying project. However, the actual procedure is not always obvious. Combining a number of permanent stations in the process involves important decisions that the analyst must make, which can alternate the results dramatically. Important network design aspects that must be addressed are, for example, how many permanent stations should be involved in the process; how long should the session duration be; how should one constrain the permanent stations in the adjustment procedure; and so forth. This paper suggests an algorithm based on multibaseline processing, minimum constraints, and free net adjustment concepts, in order to produce a base station with reliable coordinates and realistic accuracy, while using one or more permanent stations. In order to demonstrate the algorithm and to support the conclusions, it presents numerical examples from the Permanent Stations Array in the State of Israel, processed at the Technion—Israel Institute of Technology, using
publisherAmerican Society of Civil Engineers
titleBase Station Establishment Using Multiple Global Positioning Satellite Stations and Free Net Approach
typeJournal Paper
journal volume132
journal issue1
journal titleJournal of Surveying Engineering
identifier doi10.1061/(ASCE)0733-9453(2006)132:1(24)
treeJournal of Surveying Engineering:;2006:;Volume ( 132 ):;issue: 001
contenttypeFulltext


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