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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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