High accuracy survey-grade GIS system

• US 7,558,677 B2
• Filed: 12/09/2007
• Issued: 07/07/2009
• Est. Priority Date: 08/23/2005
• Status: Expired due to Fees

• Current Assignee: R.A. Smith National, Inc.
• Original Assignee: R.A. Smith National, Inc.
• Inventors: Jones, Robert S.
• Primary Examiner(s): Le; John H
• Application Number:
  US11/953,057
• Publication Number:
  US 20080154507A1
• Time in Patent Office: 576 Days
• Field of Search: 702/5, 702/14, 702/16, 702/150, 702/158, 702/160, 701/207, 701/208, 342/357.12, 345/440, 348/135
• US Class Current: 702/14
• CPC Class Codes: G01C 15/00 Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
• CPC Class Codes: G01S 19/04 providing carrier phase data
• CPC Class Codes: G06T 17/05 Geographic models
• CPC Class Codes: G06T 19/20 Editing of 3D images, e.g. changing shapes or colours, aligning objects or positioning parts
• CPC Class Codes: G06T 2219/2016 Rotation, translation, scaling
• CPC Class Codes: G06T 3/02 Affine transformations for image registration G06T3/147; for image mosaicing G06T3/4038

Abstract

A method of coordinating surveys of different origins and which may be projected into different coordinate systems. The method provides a translation and rotation of the surveys to be coordinated without disturbing the internal geometry of each survey. A geographic information system including a procedure for coordinating surveys of different origins and/or which surveys which projected in different coordinate systems.

Claims

1. A geographic information system comprising:

means for transforming surveys of different parcels of land into the same local grid coordinate system by associating points in each survey with points that represent the same physical location on earth in the local grid coordinate system, wherein the association of points representing the same physical points on the surface of the earth but in different coordinate systems defines a translation and a rotation to be applied to each survey in order to transform each into the same local grid coordinate system, and wherein the local grid coordinate system is defined by an ellipsoid and map projection that reduces the difference between grid distances and ground distances to an insignificant amount over the area encompassing the surveys to be transformed.

2. The geographic information system of claim 1, wherein the points within the surveys that are associated with points on the ground are relatively positioned with respect to these points on the ground through the use of global positioning system receivers.

3. The geographic information system of claim 2, wherein at least one of the points on the ground to which the points within the surveys are associated is a Continuously Operating Reference Station (CORS).

4. The geographic information system of claim 1, wherein coordinates of points within the surveys are expressed in state plane coordinates prior to the transformation into the local grid coordinate system.

5. The geographic information system of claim 1, wherein the local grid coordinate system is a pre-defined county coordinate system.

6. The geographic information system of claim 5, wherein the ellipsoid and map projection of the local coordinate system are selected to provide a maximum difference between computed and ground distances of one part in two hundred thousand.

7. The geographic information system of claim 1, wherein the local grid coordinate system is defined by a ellipsoid and a map projection selected to provide a maximum difference between distances between any two points computed from coordinates in the local grid coordinate system and distances measured on the ground between the same two points is less than one part in thirty thousand.

8. The geographic information system of claim 1, wherein the means associates two points within each survey to points on the ground and the association of the two points with the points on the ground is used to define the translation and rotation to be applied to each of the points within the survey to transform the original coordinates of the survey to the local grid coordinate system.