ACCURACY ANALYSIS OF HRSI-BASED GEOPOSITIONING USING LEAST SQUARES COLLOCATION

Rational function model with bias compensation has been widely used in geopositioning of High Resolution Satellite Imagery (HRSI). We studied the geopositioning issue using a pair of QuickBird imagery in the Shanghai urban area with 126 Control Points (CPs) measured by GPS RTK. We proposed in this...

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Main Authors: Y. Shen, C. Li, G. Qiao, S. Liu
Format: Article
Language:English
Published: Copernicus Publications 2012-07-01
Series:The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences
Online Access:https://www.int-arch-photogramm-remote-sens-spatial-inf-sci.net/XXXIX-B1/273/2012/isprsarchives-XXXIX-B1-273-2012.pdf
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spelling doaj-e67b6a0c101a4adfaa58db246cd89ca92020-11-25T00:20:52ZengCopernicus PublicationsThe International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences1682-17502194-90342012-07-01XXXIX-B127327610.5194/isprsarchives-XXXIX-B1-273-2012ACCURACY ANALYSIS OF HRSI-BASED GEOPOSITIONING USING LEAST SQUARES COLLOCATIONY. Shen0Y. Shen1C. Li2C. Li3G. Qiao4G. Qiao5S. Liu6S. Liu7Dept. of Surveying and Geo-informatics Engineering, Tongji University, Shanghai, PR, ChinaCenter for Spatial Information Science and Sustainable Development, Shanghai, PR, ChinaDept. of Surveying and Geo-informatics Engineering, Tongji University, Shanghai, PR, ChinaCenter for Spatial Information Science and Sustainable Development, Shanghai, PR, ChinaDept. of Surveying and Geo-informatics Engineering, Tongji University, Shanghai, PR, ChinaCenter for Spatial Information Science and Sustainable Development, Shanghai, PR, ChinaDept. of Surveying and Geo-informatics Engineering, Tongji University, Shanghai, PR, ChinaCenter for Spatial Information Science and Sustainable Development, Shanghai, PR, ChinaRational function model with bias compensation has been widely used in geopositioning of High Resolution Satellite Imagery (HRSI). We studied the geopositioning issue using a pair of QuickBird imagery in the Shanghai urban area with 126 Control Points (CPs) measured by GPS RTK. We proposed in this paper a stochastic model of HRSI geopositioning in which we modeled the random observed error and signal parts, then the Least Squares Collocation (LSC) is suggested to process the geopositioning with such kind of stochastic model. In order to correctly determine the variance components of the observed random error and signal parts, the variance components estimation of MINQUE is applied to compute the variance components for the LSC approach. And the cofactor matrix of signals is computed according to a prior given function. Then the same pair of QuickBird imagery is processed by using LSC approach with the stochastic model of this paper. In the experiments parts of the CPs are used as Ground Control Points (GCPs) to compute the bias-corrected parameters and parts of them are used as check points to calculate the root mean square errors for different schemes. Experimental results show that the proposed LSC approach for affine transformation model could improve geopositioning accuracy significantly, about 15 cm numerically (15% on average), even better than secondorder bias-corrected model with the same GCPs.https://www.int-arch-photogramm-remote-sens-spatial-inf-sci.net/XXXIX-B1/273/2012/isprsarchives-XXXIX-B1-273-2012.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Y. Shen
Y. Shen
C. Li
C. Li
G. Qiao
G. Qiao
S. Liu
S. Liu
spellingShingle Y. Shen
Y. Shen
C. Li
C. Li
G. Qiao
G. Qiao
S. Liu
S. Liu
ACCURACY ANALYSIS OF HRSI-BASED GEOPOSITIONING USING LEAST SQUARES COLLOCATION
The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences
author_facet Y. Shen
Y. Shen
C. Li
C. Li
G. Qiao
G. Qiao
S. Liu
S. Liu
author_sort Y. Shen
title ACCURACY ANALYSIS OF HRSI-BASED GEOPOSITIONING USING LEAST SQUARES COLLOCATION
title_short ACCURACY ANALYSIS OF HRSI-BASED GEOPOSITIONING USING LEAST SQUARES COLLOCATION
title_full ACCURACY ANALYSIS OF HRSI-BASED GEOPOSITIONING USING LEAST SQUARES COLLOCATION
title_fullStr ACCURACY ANALYSIS OF HRSI-BASED GEOPOSITIONING USING LEAST SQUARES COLLOCATION
title_full_unstemmed ACCURACY ANALYSIS OF HRSI-BASED GEOPOSITIONING USING LEAST SQUARES COLLOCATION
title_sort accuracy analysis of hrsi-based geopositioning using least squares collocation
publisher Copernicus Publications
series The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences
issn 1682-1750
2194-9034
publishDate 2012-07-01
description Rational function model with bias compensation has been widely used in geopositioning of High Resolution Satellite Imagery (HRSI). We studied the geopositioning issue using a pair of QuickBird imagery in the Shanghai urban area with 126 Control Points (CPs) measured by GPS RTK. We proposed in this paper a stochastic model of HRSI geopositioning in which we modeled the random observed error and signal parts, then the Least Squares Collocation (LSC) is suggested to process the geopositioning with such kind of stochastic model. In order to correctly determine the variance components of the observed random error and signal parts, the variance components estimation of MINQUE is applied to compute the variance components for the LSC approach. And the cofactor matrix of signals is computed according to a prior given function. Then the same pair of QuickBird imagery is processed by using LSC approach with the stochastic model of this paper. In the experiments parts of the CPs are used as Ground Control Points (GCPs) to compute the bias-corrected parameters and parts of them are used as check points to calculate the root mean square errors for different schemes. Experimental results show that the proposed LSC approach for affine transformation model could improve geopositioning accuracy significantly, about 15 cm numerically (15% on average), even better than secondorder bias-corrected model with the same GCPs.
url https://www.int-arch-photogramm-remote-sens-spatial-inf-sci.net/XXXIX-B1/273/2012/isprsarchives-XXXIX-B1-273-2012.pdf
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