Chained location determination system

• US 6,100,842 A
• Filed: 02/20/1998
• Issued: 08/08/2000
• Est. Priority Date: 02/20/1998
• Status: Expired due to Term

• Current Assignee: Trimble Navigation Limited (Trimble Inc.)
• Original Assignee: Trimble Navigation Limited (Trimble Inc.)
• Inventors: Dreier, Scott, Talbot, Nicholas
• Primary Examiner(s): Tarcza, Thomas H.
• Assistant Examiner(s): PHAN, DAO LINDA
• Application Number:
  US09/026,800
• Time in Patent Office: 900 Days
• Field of Search: 342/357.01, 342/357.03, 342/357.08, 342/357.09, 342/357.06, 701/213, 701/215
• US Class Current: 342/357.41
• CPC Class Codes: G01S 19/04 providing carrier phase data
• CPC Class Codes: G01S 19/07 providing data for correcting measured positioning data, e.g. DGPS [differential GPS] or ionosphere corrections
• CPC Class Codes: G01S 19/071 DGPS corrections
• CPC Class Codes: G01S 19/43 using carrier phase measurements, e.g. kinematic positioning; using long or short baseline interferometry

Abstract

Methods for chaining together two or more navigation or survey stations to complete a project, where only adjacent stations in the chain have contact with each other. The location of a mobile reference station is determined and corrected, if necessary, using location determination (LD) signals from an LD system such as GPS, GLONASS, LEO or the like. The location of a first rover station is determined using RTK information and signal differencing from the mobile reference station. The location of a second rover station is determined using RTK information and signal differencing from the first rover station, in a chain of location determinations. Standard electronic distance measuring equipment and techniques can be used to supplement these methods in an integrated approach. Location consistency checks are provided by using RTK analysis to redetermine the location of one or more preceding stations in the chain. The invention can be used to direct a moving vehicle toward a selected structure for landing, tie-up, maintenance, refueling and similar activities.

Claims

1. A method for determining location of a rover station, the method comprising the steps of:

providing information on a known location for a base reference station and real time kinematic (RTK) information on base station location for a mobile reference station that is spaced apart from the base station;

using the base station RTK information to determine a location of the mobile reference station relative to the base station location;

providing the mobile reference station location and RTK information concerning the mobile reference station for a first rover station that is spaced apart from the mobile reference station;

using the mobile reference station location information and RTK information to determine the first rover station location relative to the mobile reference station location;

using the first rover station location and the RTK information concerning the first rover station to redetermine the mobile reference station location;

comparing the redetermined mobile reference station location with the location of the mobile reference station, as originally determined; and

when the redetermined mobile reference station location does not substantially agree with the originally determined mobile reference station location, determining that the originally determined location of at least one of the mobile reference station and the first rover station is erroneous.

2. The method of claim 1, further comprising the steps of:

providing said first rover station location and real time kinematic (RTK) information concerning said first rover station for at least a second rover station that is spaced apart from said first rover station; and

using said first rover station location information and RTK information to determine a second rover station location relative to said first rover station location.

3. The method of claim 2, further comprising the steps of:

using said second rover station location and RTK information concerning said second rover station to redetermine at least one of said mobile reference station location and said first rover station location;

comparing at least one of the redetermined mobile reference station location and the redetermined first rover station location with said corresponding location of said mobile reference station or of said first rover station, as originally determined; and

when the redetermined location does not substantially agree with said corresponding location as originally determined, determining that said originally determined location of at least one of said mobile reference station, said first rover station and said second rover station is erroneous.

4. The method of claim 1, further comprising the steps of:

positioning said mobile reference station and said first rover station at spaced apart first and second vehicle locations on a selected vehicle, where the first and second vehicle locations are known relative to the vehicle; and

using said determined locations of said mobile reference station and said rover station to determine an angular heading of a line joining said mobile reference station and said rover station location.

5. The method of claim 1, further comprising the steps of:

positioning said first rover station at a selected location on a selected vehicle, where the selected location is known relative to the vehicle;

providing a location of a selected structure, relative to at least one of said base station location and said mobile reference station location; and

directing the vehicle toward the structure, using at least one of said mobile reference station location and said first rover station location.

6. The method of claim 5, further comprising the step of selecting said vehicle from a class of vehicles consisting of a land vehicle, a waterborne vehicle and an airborne vehicle.

7. A method for determining location of a rover station, the method comprising the steps of:

providing a mobile reference station that receives location determination (LD) signals from a plurality of LD signal sources and uses the LD signals to determine the mobile reference station location;

providing LD correction signals that allow at least partial correction of the LD signals received by the mobile reference station, and using the LD correction signals to determine a corrected mobile reference station location;

providing the corrected mobile reference station location and real time kinematic (RTK) information on mobile reference station location for a first rover station that is spaced apart from the mobile reference station;

using the mobile reference station corrected location information and RTK information to determine the first rover station location relative to the corrected mobile reference station location;

using the first rover station location and RTK information concerning the first rover station to redetermine the mobile reference station location;

comparing the redetermined mobile reference station location with the location of said mobile reference station, as originally determined; and

when the redetermined mobile reference station location does not substantially agree with the originally determined mobile reference station location, determining that the originally determined location of at least one of the mobile reference station and the first rover station is erroneous.

8. The method of claim 7, further comprising the steps of:

providing said first rover station location and real time kinematic (RTK) information concerning said first rover station for at least a second rover station that is spaced apart from said first rover station; and

using said first rover station location information and RTK information to determine the second rover station location relative to said first rover station location.

9. The method of claim 8, further comprising the steps of:

using said second rover station location and RTK information concerning said second rover station to redetermine at least one of said mobile reference station location and said first rover station location;

comparing at least one of the redetermined mobile reference station location and the redetermined first rover station location with said corresponding location of said mobile reference station or of said first rover station, as originally determined; and

when the at least one redetermined location does not substantially agree with said corresponding location as originally determined, determining that said originally determined location of at least one of said mobile reference station, said first rover station and said second rover station is erroneous.

10. The method of claim 7, further comprising the steps of:

positioning said mobile reference station and said first rover station at spaced apart first and second vehicle locations on a selected vehicle, where the first and second vehicle locations are known relative to the vehicle; and

using said determined locations of said mobile reference station and said rover station to determine an angular heading of a line joining said mobile reference station and said rover station location.

11. The method of claim 7, further comprising the steps of:

positioning said first rover station at a selected location on a selected vehicle, where the selected location is known relative to the vehicle;

providing a location of a selected structure, relative to said mobile reference station location; and

directing the vehicle toward the structure, using at least one of said mobile reference station location and said first rover station location.

12. The method of claim 11, further comprising the step of selecting said vehicle from a class of vehicles consisting of a land vehicle, a waterborne vehicle and an airborne vehicle.

13. The method of claim 7, further comprising the step of selecting said LD signals from a class consisting of signals produced by GPS signal sources, GLONASS signal sources and LEO signal sources.