{"title":"High Resolution Satellite Imagery Rectification Using Bi-linear Interpolation Method for Geometric Data Extraction","authors":"U. Babawuro, Z. Beiji, Xu Bing","doi":"10.1109/ISDEA.2012.457","DOIUrl":null,"url":null,"abstract":"This paper introduces the rectification of a true color Satellite imagery that was synthesized out of a Quick Bird high resolution Satellite imagery for geometric data extraction. The rectification process is necessary so as to orient the satellite imagery to a planar surface and make its geometry planimetric. It establishes the image in the correct spatial location and orientation for subsequent quantitative analysis. However an overview of the geometric correction process was also highlighted. Reference system is an important factor in order to verify and identify all measurements and data collection processes from Satellite imageries. The quality of the outputs depends on how good and refined the reference system is defined. The technique uses Global Positioning System (GPS) positioning information, geo-reference and other parameters, such as interpolation method to automatically register and ortho rectify the raw imagery data. Through the process, a seamless imagery was produced. Through semi-automatic and manual editing, a standard satellite-map imagery that satisfies geometric extraction needs was produced which would subsequently be used to determine quantitatively, geometric cadastral boundaries, hence, analyzing the imagery data. The result of the satisfactory experiment for the imagery rectification shows that the total root mean square (RMS) error is 0.6152 meter, for X is 0.4119 meter and for Y is 0.4570 meters.","PeriodicalId":267532,"journal":{"name":"2012 Second International Conference on Intelligent System Design and Engineering Application","volume":"35 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2012-01-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"3","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"2012 Second International Conference on Intelligent System Design and Engineering Application","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/ISDEA.2012.457","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 3
Abstract
This paper introduces the rectification of a true color Satellite imagery that was synthesized out of a Quick Bird high resolution Satellite imagery for geometric data extraction. The rectification process is necessary so as to orient the satellite imagery to a planar surface and make its geometry planimetric. It establishes the image in the correct spatial location and orientation for subsequent quantitative analysis. However an overview of the geometric correction process was also highlighted. Reference system is an important factor in order to verify and identify all measurements and data collection processes from Satellite imageries. The quality of the outputs depends on how good and refined the reference system is defined. The technique uses Global Positioning System (GPS) positioning information, geo-reference and other parameters, such as interpolation method to automatically register and ortho rectify the raw imagery data. Through the process, a seamless imagery was produced. Through semi-automatic and manual editing, a standard satellite-map imagery that satisfies geometric extraction needs was produced which would subsequently be used to determine quantitatively, geometric cadastral boundaries, hence, analyzing the imagery data. The result of the satisfactory experiment for the imagery rectification shows that the total root mean square (RMS) error is 0.6152 meter, for X is 0.4119 meter and for Y is 0.4570 meters.
本文介绍了利用Quick Bird高分辨率卫星图像合成的真彩卫星图像进行几何数据提取的方法。为了使卫星图像指向一个平面并使其几何形状具有平面性,必须进行校正过程。它为后续的定量分析建立了正确的空间位置和方向的图像。然而,也强调了几何校正过程的概述。参考系统是一个重要的因素,以便从卫星图像中核实和确定所有测量和数据收集过程。产出的质量取决于参考系统定义的好坏和精炼程度。该技术利用全球定位系统(GPS)的定位信息、地理参考和插值方法等参数对原始影像数据进行自动配准和正校正。通过这个过程,产生了一个无缝的图像。通过半自动和手动编辑,产生了满足几何提取需要的标准卫星地图图像,随后将用于定量确定几何地籍边界,从而分析图像数据。实验结果表明,图像校正总均方根误差(RMS)为0.6152 m, X为0.4119 m, Y为0.4570 m。