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Real Time Kinematics
| Fundamentals | |
|---|---|
| Title | Real Time Kinematics |
| Edited by | GMV |
| Level | Basic |
| Year of Publication | 2011 |
With origin dating back to the mid-1990s, Real Time Kinematics (RTK) is a differential GNSS technique which provides high positioning performance in the vicinity of a base station. The technique is based on the use of carrier measurements and the transmission of corrections from the base station, whose location is well known, to the rover, so that the main errors that drive the stand-alone positioning cancel out. A RTK base station covers a service area spreading about 10 or 20 kilometres, and a real time communication channel is needed connecting base and rover. RTK, which achieves performances in the range of a few centimetres, is a technique commonly used in surveying applications.[1][2][3]
Introduction RTK
Real Time Kinematics (RTK) is a differential GNSS technique originated in the mid-1990s that provides high performance positioning in the vicinity of a base station.[1]
From an architectural point of view, RTK consists of a base station, one or several rover users, and a communication channel with which the base broadcasts information to the users at real time.
The technique is based on the following high-level principles:
- In the neighbourhood of a clean-sky location, the main errors in the GNSS signal processing are constant, and hence they cancel out when differential processing is used. This includes the error in the satellite clock bias, the satellite orbital error, the ionospheric delay and the tropospheric delay.
- The noise of carrier measurements is much smaller than the one of the pseudo-code measurements. However, the processing of carrier measurements is subject to the so-called carrier phase ambiguity, an unknown integer number of times the carrier wave length, that needs to be fixed in order to rebuild full range measurements from carrier ones.
- The phase ambiguity can be fixed for dual-frequency differential measurements for two close receivers.
The base station broadcasts its well-known location together with the code and carrier measurements at frequencies L1 and L2 for all in-view satellites. With this information, the rover equipment is able to fix the phase ambiguities and determine its location relative to the base with high precision. By adding up the location of the base, the rover is positioned in a global coordinate framework.
The RTK technique can be used for distances of up to 10 or 20 kilometres,[1][3] yielding accuracies of a few centimetres in the rover position. RTK is extensively used in surveying applications.
The main limitations of RTK are as follows:
- Limited range with respect to the base location.
- The need of a communication channel for real time applications.
- Some convergence time is needed to fix the phase ambiguities. This time depends on the processing algorithm and the distance between base and rover, and ranges from a few seconds to a few minutes.
- In order to avoid re-initialization of the processing, the rover has to track the GNSS signals continuously. This makes the RTK not suitable for urban applications.
Recently, different approaches have been followed to improve the limitation regarding the range of the base station, namely Network RTK[1][4] and Wide Area Real Time Kinematics (WARTK). Network RTK is based on the provision of corrections from a network of base stations in such a way that the phase measurements are provided with consistent ambiguities; this has the advantage that the rover can switch from one base station to another without the need of re-initializing the ambiguity fixing filters. WARTK is further described in dedicated articles.
RTK Related Articles
The following articles include further information about different important topics related to RTK:
Notes
References
- ^ a b c d International Association of Geodesy (IAG) Working Group 4.5.1: Network RTK
- ^ RTK in Wikipedia
- ^ a b Remote Sensing 2009, A. Rietdorf et al., Precise Positioning in Real-Time using Navigation Satellites and Telecommunication, Proceedings of the 3rd Workshop on Positioning, Navigation and Communication (WPNC’06)
- ^ RTCM STANDARD 10403.1, FOR DIFFERENTIAL GNSS (GLOBAL NAVIGATION SATELLITE SYSTEMS) SERVICES – VERSION 3, RTCM 10403.1, RTCM Paper 177-2006-SC104-STD, 2006