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Impact of New GPS Signals on Positioning Accuracy for Urban Bus Operations

Published online by Cambridge University Press:  15 June 2020

Mireille Elhajj
Affiliation:
(Astra-Terra Limited, London, United Kingdom)
Washington Ochieng*
Affiliation:
(Centre for Transport Studies, Imperial College London, London, United Kingdom)
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Abstract

This paper analyses for the first time the impact of new GPS signals on positioning accuracy for dynamic urban applications, taking bus operations as an example. The performance assessment addresses both code measurement precision and positioning accuracy. The former is based on signal-to-noise ratio and estimation of multipath and noise by a combination of code and carrier phase measurements. The impact on positioning accuracy is derived by comparing the performance achievable with the conventional single frequency GPS only positioning both relative to reference trajectories from the integration of carrier phase measurements with data from a high grade inertial measurement unit. The results show that L5 code measurements have the highest precision, followed by L1 C/A and L2C. In the positioning domain, there is a significant improvement in two-dimensional and three-dimensional accuracy from dual frequency code measurements over the single frequency measurements, of 39% and 48% respectively, enabling more bus operation services to be supported.

Information

Type
Research Article
Copyright
Copyright © The Royal Institute of Navigation 2020
Figure 0

Table 1. Characteristics of the L1, L2 and L5 signals (Fontana et al., 2001).

Figure 1

Table 2. Comparison of L1 C/A, L2C and L5 signals (Fontana et al., 2001).

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Table 3. Required positioning accuracy for urban bus location based services.

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Figure 1. Aerial view of London showing route from Imperial College to Canary Wharf and back to Imperial College.

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Figure 2. Receiver antennae configuration.

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Figure 3. iMAR GNSS/IMU Sensor.

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Figure 4. G02 L1 and L2 SNR.

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Figure 5. G14 L1 and L2 SNR.

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Figure 6. G07 L1 and L2 SNR.

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Figure 7. G15 L1 and L2 SNR.

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Figure 8. G01 L, L2 and L5 SNR.

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Figure 9. G26 L, L2 and L5 SNR.

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Figure 10. G01 – code multipath and noise.

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Figure 11. G09 – code multipath and noise.

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Table 4. L1 C/A, L2C and L5 code multipath and noise statistics.

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Figure 12. G30 – code multipath and noise.

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Figure 13. G32 – code multipath and noise.

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Table 5. New satellites multipath and noise statistics (L1 C/A, L2C and L5 codes).

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Table 6. Generic position solution elements.

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Table 7. L2C impact analysis scenarios.

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Figure 14. 3D position error (L1C/A_NO_IONO and L1C/A_L2C_NO_KLOB).

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Figure 15. Position error pdf and cdf (L1C/A_NO_IONO and L1C/A_L2C_NO_KLOB).

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Table 8. 3D position error statistics (L1C/A_NO_IONO and L1C/A_L2C_NO_KLOB).

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Figure 16. Position error pdf and cdf (L1C/A_L2C_L2P2 and L1C/A_L2P2).

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Table 9. 3D position error statistics (L1C/A_L2C_L2P2 and L1C/A_L2P2).

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Figure 17. 3D position error (L1C/A_NO_IONO and L1C/A_L2C_L2P2).

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Figure 18. Position error pdf and cdf (BRUX: L1C/A_NO_IONO and L1C/A_L2C_L2P2).

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Table 10. 3D position error statistics (BRUX: L1C/A_NO_IONO and L1C/A_L2C_L2P2).

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Figure 19. Position error pdf and cdf (BRUX – all five scenarios).

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Table 11. 3D position error statistics (BRUX - all five scenarios).

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Figure 20. 3D position error pdf and cdf (scenarios 1 and 3).

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Table 12. 3D position error statistics (L1C/A_NO_IONO and L1C/A_L2C_L2P2).

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Table 13. Horizontal position error statistics (L1C/A_NO_IONO and L1C/A_L2C_L2P2).

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Figure 21. 3D position error pdf and cdf (Leica – scenarios 1, 3 and 5).

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Table 14. 3D position error statistics (L1C/A_NO_IONO, L1C/A_L2C_L2P2 and L1C/A_IONO_KLOB).

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Table 15. Horizontal position error statistics (L1/CA_NO_IONO, L1/CA_L2C_L2P2 and L1/CA_IONO_KLOB).

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Figure 22. 3D position error pdf and cdf (partial constellation, L1_CA_NO_IONO, L1_CA_L2C and L1_CA_IONO_KLOB).

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Table 16. Partial L2C constellation 3D position error statistics (Leica: L1C/A_NO_IONO, L1C/A_L2C and L1C/A_IONO_KLOB).