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dc.contributor.authorMohamed
dc.contributor.authorElsobeiey
dc.contributor.authorAhmed
dc.contributor.authorEl-Rabbany
dc.date.accessioned2017-05-08T22:01:27Z
dc.date.available2017-05-08T22:01:27Z
dc.date.copyrightMay 2014
dc.date.issued2014
dc.identifier.other%28asce%29te%2E1943-5436%2E0000054.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/69003
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleEfficient Between-Satellite Single-Difference Precise Point Positioning Model
dc.typeJournal Paper
dc.journal.volume140
dc.journal.issue2
dc.journal.titleJournal of Surveying Engineering
dc.identifier.doi10.1061/(ASCE)SU.1943-5428.0000125
dc.treeJournal of Surveying Engineering:;2014:;Volume ( 140 ):;issue: 002
dc.contenttypeFulltext


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