Assessment of GPS + Galileo and multi-frequency Galileo single-epoch precise positioning with network corrections
Jacek Paziewski
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Pawel Wielgosz
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J. Paziewski (&) P. Wielgosz University of Warmia and Mazury in Olsztyn
, Oczapowskiego 2, Olsztyn,
Poland
Several processing strategies that use dual-frequency GPS-only solution, multi-frequency Galileo-only solution, and finally tightly combined dual-frequency GPS ? Galileo solution were tested and analyzed for their applicability to single-epoch long-range precise positioning. In particular, a multi-system GPS ? Galileo solution was compared to GPS double-frequency solution as well as to Galileo double-, triple-, and quadruple-frequency solutions. Also, the performance of the strategies was analyzed under clear-sky and obstructed satellite visibility in both single-baseline and multi-baseline modes. The results indicate that tightly combined GPS ? Galileo instantaneous positioning has a clear advantage over single-system solutions and provides an accurate and reliable solution. It was also confirmed that application of multi-frequency observations in case of Galileo system has an advantage over a dual-frequency solution.
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The key factor in relative positioning is the resolution of
double-differenced ambiguities. Generally, for short
observing sessions, a reliable ambiguity resolution is more
difficult. However, the most challenging task is the correct
ambiguity resolution using data from a single epoch in
instantaneous positioning (Bock et al. 2000; Odijk 2001;
Wielgosz et al. 2005; Genrich and Bock 2006). Recent
research concerns the evaluation of rover observations as
active nodes of a ground-based augmentation systems
(GBAS) network (Zinas et al. 2012), application of new
signals from the Galileo system (Odijk et al. 2010, 2012),
special conditions between multiple rover receivers (Giorgi
et al. 2012), and development and modifications of
ambiguity resolution methods (Chang et al. 2005; Cellmer et al.
2010).
The modernization of the GPS system will result in an
increased number of transmitted signals and frequencies,
such as L1, L2, and L5. The Galileo system will offer a
number of signals transmitted on frequencies E1, E5a, E5b,
E5(E5a ? E5b), and E6. Application of more than two
frequencies can be beneficial for ionosphere modeling,
which is crucial for the ambiguity resolution. Two
overlapping frequencies (1 575.420 MHz for L1/GPS and E1/
Galileo, and 1 176.450 MHz for L5/GPS and E5a/Galileo)
will allow creating double-differenced observations
between the both systems. This will result in tightly
combined processing, taking into account time, coordinate
system differences, and receiver inter-system biases (Odijk
et al. 2012).
It is expected that the introduction of multi-frequency
observations from modernized GPS and forthcoming
Galileo, as well as application of tightly combined
GPS ? Galileo observational model, will lead to an
increase in accuracy and reliability of positioning. This will
also allow shortening of the observing session and
extending the distance between the user receiver and
reference network stations (Verhagen 2002; Julien et al. 2004;
Odijk et al. 2012). Tiberius et al. (2002) showed on the
basis of theoretical studies, that it would be possible to
obtain 0.99999999 confidence of the ambiguity resolution
with two GNSS constellations. Ji et al. (2007) investigated
potential benefits for the ambiguity resolution with new
frequency combinations formed on the basis of the new
signals from the Galileo system. Zhao et al. (2005) proved
that using integrated GPS ? Galileo has an advantage over
a single system in terms of accuracy, availability, and
reliability. Recent research demonstrated that combined
processing of GPS ? GIOVE resulted in advancement in
ambiguity resolution success rate (Odijk and Teunissen
2012).
We investigate the performance of single-epoch precise
positioning with multi-frequency Galileo as well as
dualfrequency GPS ? Galileo observations in a tightly
combined observational model. Precise single-epoch
positioning is particularly vulnerable to the number of received
signals and their quality. A reliable ambiguity resolution
based on single-epoch data, in comparison with the
on-thefly approach, is an extremely difficult and challenging task
due to the low number of observations and the lack of
change in satellite geometry (Hu et al. 2005, Cellmer et al.
2010; Paziewski et al. 2013). Thus, current positioning
algorithms use ionospheric and tropospheric corrections
derived from reference networks. Instantaneous solution is
resistant to cycle slips or data gaps; it does not require any
initialization or re-initialization (Bock et al. 2000), and
errors or biases from previous epochs do not influence on
the further epochs, i.e., all solutions are independent. The
numerical tests presented are based on simulated GNSS
observational data (hardware simulator) and
in-housedeveloped post-processing softwareGINPOS (GNSS
instantaneous positioning software) (Paziewski 2012).
Principles of precise positioning relay on
double-differenced (DD) carrier phase and pseudo-range observations
collected by two receivers. However, double differencing
of the observations may be insufficient for error mitigation
in baselines with length exceeding *10 km (Rizos 2002).
This is due to spatial de-correlation of differential
tropospheric, ionospheric, orbital, and clock errors with growing
distance between the user and reference stations. An
effective method, developed to overcome this issue, is the
application of GNSS reference network-derived
corrections. Also, in contrast to the single-baseline solution,
where accuracy of the solution decreases with the baseline
length, a multi-baseline network approach offers solutions
almost independent of the distance between the user and
the reference station network. Multi-baseline positioning
with external ionospheric and geometric corrections can be
regarded an extremely effective method of positioning in
terms of accuracy, reliability, and session length. GBAS
systems that support satellite positioning are based on this
concept and are widely used (Hu et al. 2005; Bosy et al.
2007; Kashani et al. 2008).
Research studies were conducted on mitigating
ionospheric delays in precise positioning. The results indicate
that one of the most effective methods is to apply the
external ionospheric corrections together with the
estimation of residual double-differenced ionospheric delays.
This method is often called ionosphere-weighted model
(Teunissen 1997; Odijk 2000; Julien et al. 2004; Wielgosz
2010).
The overall procedure for positioning methodology as
applied here consists of three steps: (1) processing the
reference network GNSS data to derive the network
corrections, (2) interpolation of ionospheric and tropospheric
corrections for the user location, and (3) user solution with
application of the network-derived corrections. Below, we
present a brief description of the methodology developed to
determine the ionospheric and tropospheric corrections
from the network using m (...truncated)