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Precise Indoor Positioning and Attitude Determination using Terrestrial Ranging Signals

Published online by Cambridge University Press:  05 September 2014

Wei Jiang*
Affiliation:
(School of Civil and Environmental Engineering, University of New South Wales, Sydney, NSW, Australia)
Yong Li
Affiliation:
(School of Civil and Environmental Engineering, University of New South Wales, Sydney, NSW, Australia)
Chris Rizos
Affiliation:
(School of Civil and Environmental Engineering, University of New South Wales, Sydney, NSW, Australia)
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Abstract

This paper presents the results of a new multipath mitigating antenna “V-Ray” for use with terrestrial ranging signals in severe multipath indoor environments. The V-Ray antenna – as used in the Locata positioning system – forms tight beams that provide line-of-sight range measurements as well as azimuth measurements. To take advantage of these two types of measurements a new navigation algorithm – Position and Attitude Modelling System (PAMS) – is proposed for processing carrier phase and azimuth measurements via an unscented Kalman filter. The PAMS can output the complete navigation parameters of position, velocity, acceleration and attitude simultaneously. The indoor test was conducted in a metal warehouse and the results confirmed that the horizontal positioning solutions had an accuracy of better than four centimetres and an orientation accuracy of better than 1°.

Information

Type
Research Article
Copyright
Copyright © The Royal Institute of Navigation 2014 
Figure 0

Table 1. Overview of indoor positioning technology.

Figure 1

Figure 1. Locata V-Ray principle (LaMance and Small, 2011).

Figure 2

Figure 2. Locata beam forming V-Ray antenna.

Figure 3

Figure 3. Locata angle measurement.

Figure 4

Figure 4. Indoor testing environment at NTF’.

Figure 5

Table 2. Configuration of LocataLites.

Figure 6

Figure 5. Rover trajectory and LocataLite installation.

Figure 7

Figure 6. Performance at all 21 individual test points.

Figure 8

Figure 7. Mean and STD of the position difference in the north component.

Figure 9

Figure 8. Mean and STD of the position difference in the east component.

Figure 10

Figure 9. 2D RMS evaluation of horizontal positioning.

Figure 11

Figure 10. Comparison of north position component differences calculated using the EKF and UKF.

Figure 12

Figure 11. Comparison of east position component differences calculated using the EKF and UKF.

Figure 13

Table 3. RMS comparison of positioning differences.

Figure 14

Figure 12. HDOP comparison between typical range-based system and the integrated range/azimuth system.

Figure 15

Figure 13. Mean and STD of orientation differences (full measurements).

Figure 16

Figure 14. Mean and STD of orientation differences (azimuth measurements only).