Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci., XL-2, 71-78, 2014
http://www.int-arch-photogramm-remote-sens-spatial-inf-sci.net/XL-2/71/2014/
doi:10.5194/isprsarchives-XL-2-71-2014
© Author(s) 2014. This work is distributed
under the Creative Commons Attribution 3.0 License.
 
11 Nov 2014
Geometric Accuracy Assessment and Correction of Imagery from Chinese Earth Observation Satellites (HJ-1 A/B, CBERS-02C and ZY-3)
H. Deng1, S. Huang2, Q. Wang2, Z. Pan2, and Y. Xin3 1PCI Geomatics, National Capital Office, 490 Saint Joseph Boulevard, Suite 400, Gatineau, Quebec, Canada
2China Centre for Resources Satellite Data and Application (CRESDA), 5 Fengxiandong Road, Yongfeng Industry Zone, Haidian District, Beijing, 100094, China
3PCI Geomatics, Headquarters, 50 West Wilmot Street, Suite 100, Richmond Hill, Ontario, Canada
Keywords: Chinese Satellites, HJ-1 A/B, CBERS-02C, ZY-3, Imagery, Spatial Data Quality, Geometric Accuracy, Ground Control Points (GCP), Automation, Operational Methodology, Accuracy Assessment, Image Correction, Toutin Model, RPC Model Abstract. The Chinese satellites HJ-1 A/B, CBERS-02C and ZY-3 have been recently launched and are considered as the main space platforms on orbit to acquire optical images for monitoring the Earth for various applications in China. The commercially distributed products (Level 1 or 2) of those satellites usually lack sufficient information (about platform, sensor and ephemeris) that is the key to geometrically correct the acquired images. It is therefore always a challenging issue and the first step to assess the geometric accuracy, which is a key part of qualities in spatial data, of the images from those satellites before generation of geometrically accurate image products. This paper first describes an operational methodology to assess the geometric accuracy of those satellite images. The methodology automatically collects dense and spatially well distributed ground control points (GCP) against reference imagery and then fits those GCPs to the given geometric math model. The geometric accuracy of an image can then be assessed from the overall fitness of those GCPs and their distribution of geometric errors along and across track. The residual mean square (RMS) parameter is used to indicate the degree of overall fitness of the GCPs to the photogrammetric system. The distribution of geometric errors may be random or approximated by a second or higher order polynomial functions; the latter case is generally considered as a systematic error that was not removed completely in the Level 1 or 2 data product. In order to draw solid conclusions, a significant number of samples are selected for each of those satellites by taking variations of landscapes into consideration. The assessment experiments demonstrate that the accuracy of HJ-1 A/B is often very poor, that of CBERS-02C is better than the situation of HJ-1 A/B but records poor accuracy for most samples, and that of ZY-3 is the best among all satellites under investigation and has few samples with poor accuracy. According to the assessment results, this paper suggests an operational correction methodology to improve the accuracy for those satellites, particularly for the HJ-1 A/B and CBERS-02C. Operational production proves that the proposed correction methodology is capable of achieving much higher accuracy than traditional ones and the achieved accuracy meets high standard product requirements for such applications as mapping.
Conference paper (PDF, 1320 KB)


Citation: Deng, H., Huang, S., Wang, Q., Pan, Z., and Xin, Y.: Geometric Accuracy Assessment and Correction of Imagery from Chinese Earth Observation Satellites (HJ-1 A/B, CBERS-02C and ZY-3), Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci., XL-2, 71-78, doi:10.5194/isprsarchives-XL-2-71-2014, 2014.

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