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    Tale of Two RTNs: Rigorous Evaluation of Real-Time Network GNSS Observations

    Source: Journal of Surveying Engineering:;2018:;Volume ( 144 ):;issue: 002
    Author:
    Allahyari Mahsa;Olsen Michael J.;Gillins Daniel T.;Dennis Michael L.
    DOI: 10.1061/(ASCE)SU.1943-5428.0000249
    Publisher: American Society of Civil Engineers
    Abstract: Real-time networks (RTNs) have become popular for global navigation satellite system (GNSS) surveys because highly accurate positions can be derived in seconds to a few minutes compared with the many minutes and hours required with postprocessed static sessions. To evaluate the accuracy of these shorter-duration RTN GNSS observations and their potential for use as a source for establishing geodetic control, data collected from two National Geodetic Survey (NGS) surveys in South Carolina and Oregon were studied in detail. This article explores the horizontal and vertical accuracy of real-time observations as a function of observation duration, examines the influence of the inclusion of Globalnaya Navigazionnaya Sputnikovaya Sistema (GLONASS) observables, compares results from real-time kinematic (RTK) positioning using a single base station versus a network of base stations, and assesses the effect of baseline length on accuracy. Thirty-eight passive marks were repeatedly observed with GNSS using a RTN in the two study areas for a variety of different observation times, ranging from 5 s to 15 min. An optimal real-time observation duration was found in the range of 18 to 3 s. The real-time data acquired using a network of base stations tended to be more accurate and precise than single-base RTK data, especially vertically. Further, the addition of GLONASS observables helped obtain more fixed solutions at longer baseline lengths than solutions based solely on global positioning system (GPS) observables and showed a slight improvement in accuracy, particularly for stations with poorer satellite visibility.
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      Tale of Two RTNs: Rigorous Evaluation of Real-Time Network GNSS Observations

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    contributor authorAllahyari Mahsa;Olsen Michael J.;Gillins Daniel T.;Dennis Michael L.
    date accessioned2019-02-26T07:47:49Z
    date available2019-02-26T07:47:49Z
    date issued2018
    identifier other%28ASCE%29SU.1943-5428.0000249.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249462
    description abstractReal-time networks (RTNs) have become popular for global navigation satellite system (GNSS) surveys because highly accurate positions can be derived in seconds to a few minutes compared with the many minutes and hours required with postprocessed static sessions. To evaluate the accuracy of these shorter-duration RTN GNSS observations and their potential for use as a source for establishing geodetic control, data collected from two National Geodetic Survey (NGS) surveys in South Carolina and Oregon were studied in detail. This article explores the horizontal and vertical accuracy of real-time observations as a function of observation duration, examines the influence of the inclusion of Globalnaya Navigazionnaya Sputnikovaya Sistema (GLONASS) observables, compares results from real-time kinematic (RTK) positioning using a single base station versus a network of base stations, and assesses the effect of baseline length on accuracy. Thirty-eight passive marks were repeatedly observed with GNSS using a RTN in the two study areas for a variety of different observation times, ranging from 5 s to 15 min. An optimal real-time observation duration was found in the range of 18 to 3 s. The real-time data acquired using a network of base stations tended to be more accurate and precise than single-base RTK data, especially vertically. Further, the addition of GLONASS observables helped obtain more fixed solutions at longer baseline lengths than solutions based solely on global positioning system (GPS) observables and showed a slight improvement in accuracy, particularly for stations with poorer satellite visibility.
    publisherAmerican Society of Civil Engineers
    titleTale of Two RTNs: Rigorous Evaluation of Real-Time Network GNSS Observations
    typeJournal Paper
    journal volume144
    journal issue2
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)SU.1943-5428.0000249
    page5018001
    treeJournal of Surveying Engineering:;2018:;Volume ( 144 ):;issue: 002
    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
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