2021
DOI: 10.1007/s00190-021-01524-6
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Calibrating receiver-type-dependent wide-lane uncalibrated phase delay biases for PPP integer ambiguity resolution

Abstract: Wide-lane (WL) uncalibrated phase delay (UPD) is usually derived from Melbourne–Wübbena (MW) linear combination and is a prerequisite in Global Navigation Satellite Systems (GNSS) precise point positioning (PPP) ambiguity resolution (AR). MW is a linear combination of pseudorange and phase, and the accuracy is limited by the larger pseudorange noise which is about one hundred times of the carrier phase noise. However, there exist inconsistent pseudorange biases which may have detrimental effect on the WL UPD e… Show more

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Cited by 20 publications
(8 citation statements)
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“…The widelane (WL) UPDs are calculated from the Melbourne-Wübbena (MW) combination, and the narrow-lane (NL) UPDs are estimated based on the NL ambiguities derived from IF ambiguities with fixed WL integers, and their usability in UDUC-PPP has been demonstrated by Zhang et al (2019) and Du et al (2020). Generally, N s r,IF is decomposed into the following combination of integer WL N s r,WL and float NL N s r,NL ambiguities for ambiguity fixing (Cui et al 2021). The relationship among the IF, L1, L2, WL, and NL ambiguities can be expressed as follows to understand the principle for UPD estimation at the server and using UPDs for ambiguity fixing at both the server and user.…”
Section: Gnss Observation Equationsmentioning
confidence: 99%
See 1 more Smart Citation
“…The widelane (WL) UPDs are calculated from the Melbourne-Wübbena (MW) combination, and the narrow-lane (NL) UPDs are estimated based on the NL ambiguities derived from IF ambiguities with fixed WL integers, and their usability in UDUC-PPP has been demonstrated by Zhang et al (2019) and Du et al (2020). Generally, N s r,IF is decomposed into the following combination of integer WL N s r,WL and float NL N s r,NL ambiguities for ambiguity fixing (Cui et al 2021). The relationship among the IF, L1, L2, WL, and NL ambiguities can be expressed as follows to understand the principle for UPD estimation at the server and using UPDs for ambiguity fixing at both the server and user.…”
Section: Gnss Observation Equationsmentioning
confidence: 99%
“…Precise point positioning (PPP) (Malys and Jensen 1990;Zumberge et al 1997) is a commonly used technique for real-time Global Navigation Satellite Systems (GNSS) applications that employ precise orbits and clocks derived from the global network to achieve high-precision positioning (Fotopoulos and Cannon 2001). Currently, thanks to the availability of uncalibrated phase delay (UPD) products (Ge et al 2008), the real-time PPP ambiguity resolution (AR) with a convergence time of about 20-30 min can be achieved all over the world (Dow et al 2009;Cui et al 2021). However, the convergence time is still a limiting factor to further promote the real-time PPP applications.…”
Section: Introductionmentioning
confidence: 99%
“…The optimal integer solution for SD NL ambiguities can be found by applying the least-square ambiguity decorrelation adjustment (LAMBDA) method (Teunissen 1995). Since the residual model errors can affect the fractional part of SD NL ambiguities, ambiguity validation is particularly important to fix SD NL ambiguities reliably (Ge et al 2008;Cui et al 2021). Specifically, for ambiguity validation, the ratio and bootstrapping success rate are frequently utilized for AR (Ji et al 2010;Verhagen 2005Verhagen , 2003Li and Zhang 2015).…”
Section: Ucppp Armentioning
confidence: 99%
“…Nevertheless, the UC model has also become popular for users, especially for multifrequency and multisystem applications (Li et al 2018, Liu et al 2017b, Su et al 2020. Fortunately, research has shown that a reasonable transformation can achieve the uniformity of the two function models (Cui et al 2021, Du et al 2020a.…”
Section: Introductionmentioning
confidence: 99%