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dc.contributor.author
Su, Zhenzhong
dc.contributor.supervisor
Geiger, Alain
dc.contributor.supervisor
Schwieger, Volker
dc.contributor.supervisor
Rothacher, Markus
dc.date.accessioned
2018-12-10T07:18:54Z
dc.date.available
2018-11-28T15:25:32Z
dc.date.available
2018-11-29T07:12:45Z
dc.date.available
2018-12-07T16:50:04Z
dc.date.available
2018-12-10T07:18:54Z
dc.date.issued
2017
dc.identifier.uri
http://hdl.handle.net/20.500.11850/306923
dc.identifier.doi
10.3929/ethz-b-000306923
dc.description.abstract
Real Time Kinematic (RTK) GNSS positioning is a carrier-phase differential positioning technique depending upon the fixing of the carrier phase integer ambiguities to ensure cm- level positioning accuracy. It is up to now the most viable technique to achieve cm-level accuracy for kinematic positioning in post-processing mode and particularly in real time mode. (Odijk 2014) discussed RTK and Precise Point Positioning (PPP) techniques for single-frequency case. It is suggested that instantaneous ambiguity fixing is achievable for single-frequency multi-constellation RTK, but single-frequency PPP integer ambiguity fixing is more challenging due to the need of additional information like satellite hardware phase biases and ionospheric corrections. Thus, single-frequency RTK GNSS positioning is the most feasible technique to achieve centimeter-level high precision positioning in real time using low-cost single- frequency GNSS antennas and receivers. It is a promising technique, which answers the growing high-precision navigation demand from industrial drones, self-driving cars and automated farming in which low-cost is crucial to democratize its application. Compared to the expensive geodetic GNSS receivers and antennas, low-cost single-frequency GNSS antennas and receivers do have some limitations in their performances like larger measurement variance and less suppression off multipath errors. In this thesis, the variances of code and carrier phase measurements of the single-frequency antenna and u-blox receiver are analyzed through computing the empirical standard deviation of code and carrier phase residuals in zero baseline tests and short-baseline tests. Multiplying the obtained variances with a proper weighting function of the measurements, a realistic stochastic model is constructed. The author proposes a mixed weighting function, where both C/N0 and satellite elevation angle are taken into account to better dilute the multipath error’s effect. The antenna C/N0 pattern is modeled using measurements of geostationary satellites and this pattern is used as the input to the proposed mixed weighting function. The results show that the proposed weighting function can well detect and down-weight the multipath contaminated carrier phase measurements and leads to better RTK positioning accuracy. The author has also estimated the phase center variations of the Trimble Bullet III antenna by processing the GNSS measurements collected from 4 sessions with the antenna pointing to 0°, 90°, 180° and 270°. Applying the estimated antenna phase center variations to RTK processing indeed reduces the systematic trend and biases/offsets in the carrier-phase residuals. Finally, by comparing the GPS-only RTK solution with GPS + BeiDou and GPS + GLONASS solution, the results indicate that using more satellites from additional constellations can significantly increase the ratio of ambiguity-fixed to ambiguity-float solutions in single-frequency RTK GNSS positioning.
en_US
dc.format
application/pdf
en_US
dc.language.iso
en
en_US
dc.publisher
ETH Zurich
en_US
dc.rights.uri
http://rightsstatements.org/page/InC-NC/1.0/
dc.subject
GNSS
en_US
dc.subject
Real Time Kinematic GNSS
en_US
dc.subject
cm accurate positioning
en_US
dc.subject
GPS data processing
en_US
dc.subject
Navigation System
en_US
dc.title
Single-frequency RTK GNSS positioning
en_US
dc.type
Doctoral Thesis
dc.rights.license
In Copyright - Non-Commercial Use Permitted
dc.date.published
2018-12-10
ethz.size
167 p.
en_US
ethz.code.ddc
DDC - DDC::5 - Science::550 - Earth sciences
ethz.identifier.diss
24821
en_US
ethz.publication.place
Zurich
en_US
ethz.publication.status
published
en_US
ethz.leitzahl
ETH Zürich::00002 - ETH Zürich::00012 - Lehre und Forschung::00007 - Departemente::02115 - Dep. Bau, Umwelt und Geomatik / Dep. of Civil, Env. and Geomatic Eng.::02647 - Inst. f. Geodäsie und Photogrammetrie / Institute of Geodesy and Photogrammetry::03824 - Rothacher, Markus (emeritus) / Rothacher, Markus (emeritus)
en_US
ethz.leitzahl.certified
ETH Zürich::00002 - ETH Zürich::00012 - Lehre und Forschung::00007 - Departemente::02115 - Dep. Bau, Umwelt und Geomatik / Dep. of Civil, Env. and Geomatic Eng.::02647 - Inst. f. Geodäsie und Photogrammetrie / Institute of Geodesy and Photogrammetry::03824 - Rothacher, Markus (emeritus) / Rothacher, Markus (emeritus)
en_US
ethz.date.deposited
2018-11-28T15:25:35Z
ethz.source
FORM
ethz.eth
yes
en_US
ethz.availability
Open access
en_US
ethz.rosetta.installDate
2018-12-10T07:19:17Z
ethz.rosetta.lastUpdated
2023-02-06T16:41:19Z
ethz.rosetta.versionExported
true
ethz.COinS
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