On accuracy and reliability of instantaneous network RTK as a function of network geometry, station separation, and data processing strategy |
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Authors: | Dorota A Grejner-Brzezinska Israel Kashani Pawel Wielgosz |
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Institution: | (1) Geodetic and Geoinformation Science, The Ohio State University, 470 Hitchcock Hall, 2070 Neil Avenue, 43210 Columbus, OH, USA;(2) Technion—Israel Institute of Technology, Israel;(3) University of Warmia and Mazury in Olsztyn, Poland |
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Abstract: | The network-based approach to kinematic GPS positioning significantly increases the distance, over which carrier-phase ambiguity
resolution can be performed. This can be achieved either by introducing geometric conditions based on the fixed reference
locations, and/or through the use of reference network data to estimate the corrections to GPS observations that can be broadcast
to the users. The Multi Purpose GPS Processing Software (MPGPS) developed at The Ohio State University uses the multiple reference
station approach for wide area and regional differential kinematic GPS positioning. The primary processing algorithm uses
the weighted free-net (WFN) approach with the distance-dependent weighting scheme to derive optimal estimates of the user
coordinates and realistic accuracy measures. The WFN approach, combined with the single epoch (instantaneous) ambiguity resolution
algorithm is presented here as one approach to real-time kinematic (RTK) GPS. Since for baselines exceeding ~100 km, the instantaneous
ambiguity resolution may not always be possible due to the increasing observation noise and insufficient number of observations
to verify the integer selection, an alternative approach, based on a single- (or multiple-) baseline solution, supported by
a double-difference (DD) ionospheric delay propagated from the previous epoch is also presented. In this approach, some data
accumulation, supported by the network-derived atmospheric corrections, is required at the beginning of the rover data processing
to obtain the integer ambiguities; after this initialization period, the processing switches to the instantaneous RTK positioning
mode. This paper presents a discussion on the effects of the network geometry, station separation and the data reduction technique
on the final quality and reliability of the rover positioning solution. A 24-h data set of August 31, 2003, collected by the
Ohio Continuously Operating Reference Station (CORS) network was processed by both techniques under different network geometry
and reference station separation. Various solutions, such as (1) single-baseline solution for varying base-rover separation,
(2) multi-baseline solution with medium-range base separation (over 100 km), and (3) multi-baseline solution with long-range
base separation (up to 377 km), were obtained and compared for accuracy and consistency. The horizontal positioning accuracy
achieved in these tests, expressed as the difference between the estimated coordinates and the known rover coordinates, is
at the sub-decimeter level for the first approach, and at the centimeter-level for the second method, for baselines over 100 km.
In the vertical coordinate, decimeter- and sub-decimeter levels were achieved for the two approaches, respectively. Even though
all the results presented here were obtained in post-processing, both algorithms are suitable for real-time applications. |
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Keywords: | GPS Network RTK Ambiguity resolution |
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