Real time integration of a geoid model into surveying activities

• US 6,016,118 A
• Filed: 03/05/1998
• Issued: 01/18/2000
• Est. Priority Date: 03/05/1998
• Status: Expired due to Term

• Current Assignee: Trimble Navigation Limited (Trimble Inc.)
• Original Assignee: Trimble Navigation Limited (Trimble Inc.)
• Inventors: Jackson, Richard, Jackson, Michael E.
• Primary Examiner(s): Tarcza, Thomas H.
• Assistant Examiner(s): PHAN, DAO LINDA
• Application Number:
  US09/035,667
• Time in Patent Office: 684 Days
• Field of Search: 342/357.01, 342/357.02, 342/357.06, 342/352, 701/213, 701/214, 455/12.1
• US Class Current: 342/357.29
• CPC Class Codes: G01C 15/00 Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
• CPC Class Codes: G01S 19/44 Carrier phase ambiguity resolution; Floating ambiguity; LAMBDA [Least-squares AMBiguity Decorrelation Adjustment] method
• 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

Abstract

Method and apparatus for enhancing the accuracy of the elevation coordinate in a survey that uses GPS survey measurements to determine location coordinates for a plurality of survey locations. An optimal locally-best-fitting plane is combined with a geoid model that represents a local region of the Earth, in order to decrease the inaccuracy associated with an elevation coordinate in the survey to a fraction of a decimeter.

Claims

1. A method for enhancing the accuracy of survey location coordinates, the method comprising the steps of:

receiving a set of known location coordinates for at least three selected known survey locations;

receiving a sequence of location coordinates representing a grid of locations that are part of a selected geoid that represents a selected region on or near the Earth'"'"'s surface, where each of at least three selected geoid locations coincides with one of the at least three known survey locations;

receiving location coordinates for each of a selected group of survey control locations, referenced to a selected local datum;

estimating the location coordinates, relative to the local datum, of each of the at least three selected geoid locations;

determining a separation distance between each of the at least three selected geoid locations and the local datum;

determining a location coordinate transformation of the geoid onto at least a portion of the local datum, where each of the at least three selected geoid locations is transformed into a corresponding one of the at least three known survey locations; and

applying the location coordinate transformation to location coordinates for at least one selected survey location that is not one of the at least three selected geoid locations.

2. The method of claim 1, further comprising the step of choosing said selected local datum from a group of ellipsoids consisting of an NAD27 ellipsoid, a WGS72 ellipsoid, an NAD83 ellipsoid and a WGS84 ellipsoid.

3. The method of claim 1, wherein said step of applying said location coordinate transformation for said at least one selected survey location that is not one of said selected geoid locations comprises the steps of:

determining said location coordinates of said at least one selected location using GPS signals received at said at least one selected survey location; and

using information contained in the GPS signals to determine said location coordinates of said at least one selected survey location.

4. Apparatus for enhancing the accuracy of survey location coordinates, the apparatus comprising a computer that is programmed:

to receive a set of known location coordinates for at least three selected survey locations;

to receive a sequence of location coordinates representing a grid of locations that are part of a selected geoid that represents a selected region on or near the Earth'"'"'s surface, where each of the at least three selected geoid locations coincides with one of the at least three known survey locations;

to receive location coordinates for each of a selected group of survey control locations, referenced to a selected local datum;

to estimate the location coordinates for each of the at least three selected geoid locations;

to determine a separation distance between each of the at least three selected geoid locations and the local datum;

to determine a location coordinate transformation of the geoid onto at least a portion of the local datum, where each of the at least three selected geoid locations is transformed into a corresponding one of the at least three known survey locations; and

to apply the location coordinate transformation to location coordinates for at least one selected survey location that is not one of the at least three selected geoid locations.

5. The apparatus of claim 4, wherein said selected local datum is chosen from a group of ellipsoids consisting of an NAD27 ellipsoid, a WGS72 ellipsoid, an NAD83 ellipsoid and a WGS84 ellipsoid.

6. The apparatus of claim 4, further comprising a GPS signal antenna and GPS signal receiver/processor, communicating with said computer, that receive GPS signals and determine said location coordinates for said at least one selected survey location that is not one of said at least three selected geoid locations.

7. The apparatus of claim 4, wherein said computer is further programmed to apply said location coordinate transformation for said at least one selected survey location that is not one of said selected geoid locations by:

determining said location coordinates of said at least one selected location using GPS signals received at said at least one selected survey location; and

using information contained in the GPS signals to determine said location coordinates of said at least one selected survey location.