Test Ranges for Metric Calibration and Validation of Satellite Imaging Systems - PowerPoint PPT Presentation

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Test Ranges for Metric Calibration and Validation of Satellite Imaging Systems

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... 0.82 m at nadir. Multispectral pixels: 3.28 m at nadir ... Swath width: 10.8 km at nadir. Image Specifications. Use. 680-km near-polar, sun-synchronous orbit. ... – PowerPoint PPT presentation

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Title: Test Ranges for Metric Calibration and Validation of Satellite Imaging Systems


1
Test Ranges for Metric Calibration and Validation
of Satellite Imaging Systems
  • Gene Dial (gdial_at_spaceimaging.com)
  • Jacek Grodecki (jgrodecki_at_spaceimaging.com)

2
Topics
  • IKONOS Introduction
  • Importance of Clear Skies
  • Preflight test ranges
  • Requirements Validation
  • Post Launch Test Ranges
  • Recalibration
  • Accuracy Test Monitoring
  • Ground Control Points
  • Good Bad
  • Image Display Effects
  • High Quality
  • Summary Conclusions

3
IKONOS Satellite
Image Specifications
Use
  • Simultaneous Pan and Multispectral images
  • Panchromatic pixels 0.82 m at nadir
  • Multispectral pixels 3.28 m at nadir(Blue,
    Green, Red, NIR)
  • Linear detector arrays scan in any direction
  • Swath width 10.8 km at nadir

Metric Specifications
  • 680-km near-polar, sun-synchronous orbit.
  • 3-day revist with elevation gt 60
  • 25 m CE90 accuracy without GCP
  • 2 m CE90 accuracy with GCP
  • Same pass stereo strips up to 400 km long
  • 25 m CE90 horizontal, accuracy
  • 22 m LE90 vertical accuracy

Use
4
Select Low-Cloud Areas for Test Ranges
Gene Dial, SIE, 4/5/97
5
Northern Test Range
  • Purpose Verify Requirements
  • Size 20 km NS x 30 km EW
  • GCP 140 cultural features
  • Accuracy 0.5 m CE90, 0.9 m LE90
  • Source Large-scale aerial photography
  • Imagery San Diego Seven
  • Stereo triplet on the West
  • Stereo pairs center and East
  • Supplied to SW developers for test
  • Results IKONOS meets requirements.
  • Without Ground Control
  • 25 m CE90 horizontal
  • 22 m LE90 vertical
  • With Ground Control
  • 2 m CE90 horizontal
  • 3 m LE90 vertical

6
Southern Test Range
  • 200 GCP in 100 km x 100 km area
  • Differential GPS Survey
  • NS line for exterior orientation
  • EW line for interior orientation
  • Many points difficult to identify
  • Chip at lower right shows 1 m by 2 m black
    rectangle on 1 m diameter white water pipe

7
Interior Exterior Orientation
8
Case Study 6 Stereo Pair, 60 GCP
  • Processed with one GCP.
  • Remaining GCP test accuracy.

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9
Original Field Angle Map, 1 GCP
  • Project Area
  • 6 Stereo Pair Wide
  • Precision GCP
  • Residual Error Pattern
  • All residuals point to GCP
  • Suggestive of scale error
  • About 2 m per strip
  • Corrective Action
  • Denver test range forFAM calibration
  • Interior orientationadjusted
  • Scale Error Removed

CE90 8.6 m
10
Calibration of Interior Orientation
11
After FAM Recalibration of Nov 19, 2001.
CE90 1.8 m
12
Exterior Orientation
  • Repeated acquisitions of MTF target
  • Target surveyed by differential GPS
  • Median error measured
  • Interlock angles adjusted to zero median error.

Initialization
13
Repeated Acquisitions to Verify Interlock Angles
14
Ad-hoc Tests of System Accuracy
  • Procedure
  • Acquire GCP for Precision orders
  • Process Imagery without GCP
  • Evaluate Errors
  • Example
  • 49 check points
  • 24 stereo pairs
  • Reference Dial, IKONOS Stereo Accuracy, ASPRS
    2003.
  • GCP
  • Cultural Features
  • Range-only differential
  • 1 m CE90, 2 m LE90.
  • Result IKONOS Stereo Accuracy
  • 6 m CE90 Horizontal
  • 10 m LE90 Vertical

15
Repeatability
  • Results of 5 trials with 1 operator
  • Range 0.375 pix
  • Sigma 0.16 pix
  • Operator variation could be significant

16
Effect of Resampling and Contrast on Corner
Position
Change from NN to CC resampling moves apparent
corner position by 0.25 pixels
17
Contrast Low vs. High
18
Brightness Light Dark
19
Effect of Resampling, Brightness, Contrast
  • Resampling effect is in the noise level.
  • Contrast changes had no effect on perceived
    position.
  • Brightness changes had a significant effect
  • Bright images
  • Lower contrast to white square
  • Increase contrast to black square
  • Operator picks further away from black corner
  • Dark images have converse effects
  • Ideal GCP are centerline, not corner features.

20
Examples of Good Ground Control
  • Good Ground Control Points
  • Intersection of Cross-Walk and Stop Lines
  • Sidewalk intersection
  • Home plate at baseball field
  • Intersection of Service Line and Center Line of a
    Tennis Court
  • Intersection of Side Lines with Base Line is not
    good.

21
Examples of Poor Ground Control
  • Examples of Poor GCP Locations
  • Dirt Road Intersection
  • Acute road intersection
  • Walled compounds

22
GCP Panels for IKONOS
Revised
  • GCP Panels for IKONOS
  • Tyvek panels
  • Aligned North-South.
  • Control point is center square
  • Lessons Learned
  • Tests with 3 observers agreed within 0.05 m RMS.
  • Narrow gap sometimes hard to see
  • End panels unnecessarily large
  • Hard to deploy
  • Too bright
  • See revised design at right
  • References
  • Dennis Helder, Michael Coan, Peter Gaska,
    IKONOS Geometric Characterization RSE 2003.
  • Michael Coan, telecon email.

Original
23
Multi-Point Measurements Reduce GCP Pick Error
  • Multiple Point Measurements
  • Average errors of individual points.
  • Symmetric distribution eliminates bias at
    contrast edge.
  • Accuracy 0.2 pixels
  • Reference
  • C.S.Fraser, H.B.Hanley T.Yamakawa, Sub-metre
    Geopositioning with IKONOS Geo Imagery, ISPRS
    Joint Workshop High Resolution Mapping from
    Space 2001, Hanover, Germany 19-21 September

24
Summary Conclusions
  • Metric Test Range Applications
  • Requirements Verification
  • Calibration of Interior Exterior Orientation
  • Verification of System Accuracy
  • Monitoring of System Accuracy
  • Test Range Considerations
  • High probability of cloud-free skies
  • Availability of geodetic control
  • Overall size suitable for sensor
  • Cultural features suitable for ground control
  • Ground Control Points
  • Use centerline, not corner features
  • For ultimate accuracy
  • Deploy panels or use multi-point measurements
  • Thank you.
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