System and method for using data phase to reduce position ambiguities

• US 8,217,838 B2
• Filed: 03/06/2009
• Issued: 07/10/2012
• Est. Priority Date: 03/20/2008
• Status: Active Grant

• Current Assignee: SkyBitz, Inc. (Ametek Incorporated)
• Original Assignee: SkyBitz, Inc. (Ametek Incorporated)
• Inventors: Brosius, John W. III
• Primary Examiner(s): Phan, Dao
• Application Number:
  US12/399,389
• Publication Number:
  US 20090243922A1
• Time in Patent Office: 1,222 Days
• Field of Search: 342/357.21, 342/357.26, 342/357.33, 342/357.41, 342/357.74, 342/453, 342/457, 342/458, 701/213, 701/215, 701/412
• US Class Current: 342/458
• CPC Class Codes: G01S 19/12 wherein the cooperating elements are telecommunication base stations
• CPC Class Codes: G01S 19/50 whereby the position solution is constrained to lie upon a particular curve or surface, e.g. for locomotives on railway tracks
• CPC Class Codes: G01S 5/0036 of measured values, i.e. measurement on mobile and position calculation on base station

Abstract

A geographic tracking system with minimal power and size required at the mobile terminal collects observation data at the mobile terminal and forwards the data to a processor, which calculates the position. The mobile terminal is configured to measure both code phase and data phase of a GPS satellite signal. The code phase and data phase information enables the processor to reduce the number of candidate points to be considered.

Claims

1. A method for determining a location of a mobile terminal, comprising:

receiving, via a communication satellite, a communication from a mobile terminal that includes a code phase measurement and a data phase measurement for at least one GPS satellite signal;

determining a first range distance from said mobile terminal to said communication satellite;

identifying a range intersection curve, said range intersection curve representing a first arc on the surface of the earth that is defined by a known position of said communication satellite and said determined range distance;

identifying a code/data phase intersection curve, said code/data phase intersection curve representing a second arc on the surface of the earth that is defined by a known position of a GPS satellite and a second range distance that is consistent with said code phase measurement and said data phase measurement;

determining an intersection point between said range intersection curve and said code/data phase intersection curve;

identifying an initial position point based on said determined intersection point; and

determining a final position of said mobile terminal using said initial position point.

2. The method of claim 1, wherein said initial position point is said determined intersection point.

3. The method of claim 1, wherein said determining a final position comprises determining using a plurality of code phase measurements for a respective plurality of GPS signals.

4. The method of claim 1, wherein said determining a final position comprises determining using a plurality of code phase measurements for a respective plurality of GPS signals and at least one data phase measurement for a GPS signal.

5. The method of claim 1, wherein said determining a final position comprises performing an iterative calculation process.

6. The method of claim 5, wherein said iterative calculation process is performed on only said initial position point.

7. A method for determining a location of a mobile terminal, comprising:

receiving a communication from a mobile terminal that includes a code phase measurement and a data phase measurement of a signal generated by a GPS satellite;

determining an initial position point using said code phase measurement and said data phase measurement, said initial position point being determined using a range intersection curve that represents an arc on the surface of the earth, said arc being defined by a known position of a communication satellite and a range distance from said communication satellite to said mobile terminal, wherein said initial position point on said range intersection curve is consistent with said code phase measurement and said data phase measurement; and

performing an iterative calculation process on said initial position point to produce a final position solution for said mobile terminal.

8. The method of claim 7, wherein said receiving comprises receiving via a communication satellite.

9. The method of claim 8, wherein said determining comprises determining using a range intersection curve based on a determined range from said mobile terminal to said communication satellite.

10. The method of claim 9, wherein said initial position point is also on said range intersection curve.

11. The method of claim 7, wherein said performing comprises performing on only said initial position point.