Abstract

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.

Highlights

  • China has recently launched a large number of Earth observation (EO) satellites from the late 2000’s in response to the strong demand of timely spatial information over the territories of China from both public and private sectors (Guo, 2012) (Li & Townshend, 2013)

  • The constellation of HJ-1 consists of two small optical satellites A and B, and one small SAR satellite C, dedicated to monitor environment and mitigate disasters; CBERS is an international cooperation space program between Chinese and Brazilian governments that have launched a series of satellites, and CBERS-02C is the most recently launched one; ZY-3 is the first three-line CCD array satellite with high resolution for stereo mapping in China

  • After fitting those ground control points (GCP) to the simulated Toutin model and the rational polynomial coefficients (RPC) computed from those GCPs, it can be seen that the residual errors with the Toutin model at cross track are large and forms a second-order polynomial function trend, while those with the computed RPC are small and randomly distributed

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Summary

INTRODUCTION

China has recently launched a large number of Earth observation (EO) satellites from the late 2000’s in response to the strong demand of timely spatial information over the territories of China from both public and private sectors (Guo, 2012) (Li & Townshend, 2013). The residual errors are analysed to evaluate the fitness of a given math model with the collected GCPs. The data sets for testing the operational assessment methodology are selected carefully with key attention on minimizing or at least lowering the probability of wrong matches when collecting GCPs and representing variable landscapes if possible. The paper proposes an approach in addition to the operational assessment methodology to correct those images, the HJ-1 A/B and CBERS-02C data, to meet the accuracy criteria set for high-accuracy-demanding applications (e.g., mapping). Manual verification, assuming error free when up to sub-pixel accuracy is concerned in applications, is conducted over the orthorectified products against reference imagery and illustrates that the proposed correction methodology can improve the accuracy significantly in comparison with a traditional one (e.g., using the simulated 3D parametric model (Toutin, 2003) or the original RPC)

Photogrammetry Math Models
GCP Collection Technologies
Operational Accuracy Assessment Methodology
Operational Correction Methodology
EXPERIMENTS
CBERS-02C HRC Level 1
ZY-3 TLC Nadir Level 1
Findings
CONCLUSIONS AND DISCUSSIONS
Full Text
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