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    Base Station Establishment Using Multiple Global Positioning Satellite Stations and Free Net Approach

    Source: Journal of Surveying Engineering:;2006:;Volume ( 132 ):;issue: 001
    Author:
    Israel Kashani
    DOI: 10.1061/(ASCE)0733-9453(2006)132:1(24)
    Publisher: American Society of Civil Engineers
    Abstract: One 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
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      Base Station Establishment Using Multiple Global Positioning Satellite Stations and Free Net Approach

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    https://yetl.yabesh.ir/yetl1/handle/yetl/35949
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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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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian