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    Efficient Between-Satellite Single-Difference Precise Point Positioning Model

    Source: Journal of Surveying Engineering:;2014:;Volume ( 140 ):;issue: 002
    Author:
    Mohamed
    ,
    Elsobeiey
    ,
    Ahmed
    ,
    El-Rabbany
    DOI: 10.1061/(ASCE)SU.1943-5428.0000125
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a new model for precise point positioning (PPP), which overcomes the drawbacks of existing PPP models. This model is based on between-satellite single-difference (BSSD), which cancels out the receiver clock error, receiver initial phase bias, and receiver hardware delay. The decoupled clock (DC) corrections, which were provided by Natural Resources Canada (NRCan), were applied to account for code and carrier-phase satellite clock corrections, satellite hardware delay, and satellite initial phase bias. The results from three PPP models (namely, undifferenced-DC, BSSD, and BSSD-DC) were compared with the traditional (i.e., undifferenced) PPP solution. It is shown that the proposed BSSD models improves the PPP convergence time by up to 50% and improves the solution precision by more than 60% in comparison with the traditional PPP model.
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      Efficient Between-Satellite Single-Difference Precise Point Positioning Model

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    http://yetl.yabesh.ir/yetl1/handle/yetl/69003
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    contributor authorMohamed
    contributor authorElsobeiey
    contributor authorAhmed
    contributor authorEl-Rabbany
    date accessioned2017-05-08T22:01:27Z
    date available2017-05-08T22:01:27Z
    date copyrightMay 2014
    date issued2014
    identifier other%28asce%29te%2E1943-5436%2E0000054.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69003
    description abstractThis paper describes a new model for precise point positioning (PPP), which overcomes the drawbacks of existing PPP models. This model is based on between-satellite single-difference (BSSD), which cancels out the receiver clock error, receiver initial phase bias, and receiver hardware delay. The decoupled clock (DC) corrections, which were provided by Natural Resources Canada (NRCan), were applied to account for code and carrier-phase satellite clock corrections, satellite hardware delay, and satellite initial phase bias. The results from three PPP models (namely, undifferenced-DC, BSSD, and BSSD-DC) were compared with the traditional (i.e., undifferenced) PPP solution. It is shown that the proposed BSSD models improves the PPP convergence time by up to 50% and improves the solution precision by more than 60% in comparison with the traditional PPP model.
    publisherAmerican Society of Civil Engineers
    titleEfficient Between-Satellite Single-Difference Precise Point Positioning Model
    typeJournal Paper
    journal volume140
    journal issue2
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)SU.1943-5428.0000125
    treeJournal of Surveying Engineering:;2014:;Volume ( 140 ):;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
    yabeshDSpacePersian