IP Library Patent Application 18737594
Patent Application
App. No. 18/737,594

Ground Control Point Height Adjustment for Improved Ortho Accuracy

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Quick Facts
Patent No.
US None
App. No.
18/737,594
Abstract

When generating ortho rectified imagery or products, DEM height error can result in distortions and ortho shift. Using satellite images taken from an off-nadir angle and adjusting them to be from an ortho perspective in particular creates building lean effects and other unwanted artifacts. By accounting for a DEM error, which is to say a difference in DEM height and GCP height, satellite images can be used to make images with improved ortho accuracy.

Claims (26)

1 . A method for improving an ortho accuracy in ortho-rectified images, the method comprising:

obtaining a longitude, a latitude, and an altitude corresponding to a ground control point (GCP);

receiving an image including the GCP, wherein the image is taken at an off-nadir angle;

obtaining a Digital Elevation Model (DEM) error including a region that includes the GCP,

calculating a DEM error equal to the difference between the altitude in the GCP and a DEM height of the GCP;

determining an ortho shift equal to the DEM error multiplied by the tangent of the off-nadir angle; and

amending the image based on the determined ortho shift.

2 . The method of claim 1 , further comprising receiving a plurality of images including the GCP, wherein each of the images of the plurality of images is taken at a corresponding off-nadir angle.

3 . The method of claim 2 , further comprising amending each of the images of the plurality of images based on the determined ortho shift, and combining the plurality of amended images to improve the ortho accuracy.

4 . The method of claim 3 , further comprising performing a bundle block adjustment to the plurality of images.

5 . The method of claim 1 , wherein the errors in the DEM data are identified through a comparison between the DEM data and multiple GCPs.

6 . The method of claim 1 , wherein the adjusting of the pointing accuracy comprises modifying the pointing angles, azimuth, or elevation of the satellite image based on the identified errors in the DEM data.

7 . The method of claim 1 , wherein the adjusted pointing accuracy is applied to the satellite image by adjusting a position parameter or an orientation parameter used as an input to a satellite imaging software package.

8 . The method of claim 1 , wherein the corrected satellite imagery is generated by reprojecting the satellite image after correcting by the determined ortho shift.

9 . The method of claim 1 , further comprising generating an ortho-rectified product that is at least one of orthorectified satellite imagery or mosaics.

10 . A computer program product for correcting a satellite image by accounting for errors in Digital Elevation Models (DEM), comprising computer-readable instructions stored on a non-transitory computer-readable storage medium, which, when executed by a processor, cause the processor to perform the method steps of claim 1 .

11 . A method for determining an accuracy of satellite imagery, the method comprising:

obtaining a longitude, a latitude, and an altitude corresponding to a ground control point (GCP);

receiving an image including the GCP, wherein the image is taken at an off-nadir angle;

measuring a building lean in the image based as a function of GCP elevation;

comparing the building lean in the image as a function of GCP elevation against an expected building lean as a function of GCP elevation to determine an accuracy of the image.

12 . The method of claim 11 , further comprising obtaining a Digital Elevation Model (DEM) error for the region that includes the GCP, and incorporating the DEM error into the accuracy determination.

13 . The method of claim 11 , wherein the expected building lean as a function of GCP elevation is derived from a reference dataset or known ground truth information.

14 . The method of claim 11 , wherein the accuracy determination is based on a statistical analysis of the building lean measurements across multiple GCPs within the image.

15 . The method of claim 11 , wherein the accuracy determination is used to assess the quality and reliability of the ortho-rectified image.

16 . A computer program product for evaluating the accuracy of satellite imagery by measuring building lean, comprising computer-readable instructions stored on a non-transitory computer-readable storage medium, which, when executed by a processor, cause the processor to perform the method steps of claim 11 .

Assignments (2)
CHANGE OF NAME Recorded Nov 4, 2025
From: MAXAR INTELLIGENCE INC.
To: VANTOR INC.
Reel/Frame 073458/0402 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Oct 21, 2024
From: SWANSON, NATHAN; SCHICKLER, WOLFGANG; BLEILER, LAURENCE; HARTUNG, STEVEN
To: MAXAR INTELLIGENCE INC.
Reel/Frame 068952/0709 →