Hostname: page-component-74656f9884-8r8nv Total loading time: 0 Render date: 2026-11-07T04:28:18.650Z Has data issue: false hasContentIssue false

A New Method For DGPS Ambiguity Resolution

Published online by Cambridge University Press:  13 September 2010

Fabrizio Pieregentili*
Affiliation:
(II Facolta' Di Ingegneria, Universita' Di Bologna)
Emiliano Cordelli
Affiliation:
(II Facolta' Di Ingegneria, Universita' Di Bologna)
Rights & Permissions [Opens in a new window]

Abstract

This paper deals with the problem of determining the baseline vector between two GPS receivers in single frequency (L1) using the basic principles of interferometric Differential GPS, therefore using the interferometric relations between the two receivers and the satellites visible to both receivers. As a preliminary step, ambiguity identification was solved using the results provided by the Kalman filter; these results were optimized by evaluating the Dilution Of Precision indexes for satellites in view of the receivers. Results achieved by applying this first procedure to data collected are discussed. To increase the accuracy of the results, a new, computationally fast algorithm for carrier phase ambiguity resolution on data collected from static and dynamics acquisitions was developed, implemented and tested. The new algorithm permitted an increase of accuracy of about two orders of magnitude with respect to results given by filtered Double Difference in the resolution of baseline vector.

Information

Type
Research Article
Copyright
Copyright © The Royal Institute of Navigation 2010
Figure 0

Figure 1. Comparisons between GDOP indexes obtained from different combinations of satellites.

Figure 1

Figure 2. X coordinate of the baseline vector determined using the satellites set with the worst GDOP value.

Figure 2

Figure 3. X coordinate of the baseline vector determined using the satellites set with the best GDOP value.

Figure 3

Figure 4. Algorithm for ambiguity resolution block diagram.

Figure 4

Figure 5. Standard deviation versus j.

Figure 5

Figure 6. Comparisons between DDs evaluated by different methods.

Figure 6

Figure 7. Details of the X coordinate of b obtained with pseudorange (left), smoothed (centre) and carrier phase (right) DDs.

Figure 7

Figure 8. Modulus of b obtained by smoothed (left) and carrier phase (right) DDs.

Figure 8

Table 1. Comparisons between the standard deviations obtained using different methods for DDs evaluation.

Figure 9

Figure 9. Modulus of b measured through Google Maps.

Figure 10

Figure 10. Evolution of the coordinates of b during the short, low speed test tour.

Figure 11

Figure 11. Evolution of the car velocity module during the short, low speed test tour.

Figure 12

Figure 12. 2D reconstruction of the car trajectory using carrier phase measurements and ambiguity resolution method proposed.

Figure 13

Figure 13. Evolution of the coordinates of b during the urban route.

Figure 14

Figure 14. Car velocity measured during urban route experiment.

Figure 15

Figure 15. Path of the urban route.

Figure 16

Figure 16. Detail of the trajectory of urban route.

Figure 17

Figure 17. Flowchart of developed algorithm.