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APPLICATION OF QUICKBIRD SATELLITE IMAGERY FOR UPDATING CADASTRAL INFORMATION

机译:Quickbird卫星图像在更新地籍信息时应用

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The high-resolution satellite images have recently attracted much attention in photogrammetry and GIS. In this paper the main approach for updating urban cadastral information using remote sensing and GIS data are being described. Single panchromatic imagery from QuickBird, dated 27 March 2003, with 61 cm resolution in nadir is processed. The digital photogrammetric software PHOTOMOD 3.51 of RACURS Co. is used. The imagery covers about 270 km~(2) of the territory of the Capital Sofia. The DTM from existing contours in *.SHP type with contour interval 5 m is generated. After Least Square adjustment the ground displacement for normally distributed check points is as follows: mean +- 0.82 m, maximal 1.64 m. Geometrically correct orthoimagery at 1:5000 scale according to the local technical specifications is produced. For a part of the territory a comparative analysis of accuracy between obtained orthoimagery and orthomosaic from aerial photographs dated 1 May 2001, is made. The aerial photography includes 18 pictures, taken by aerial survey camera RMK A 15/23 at 1:4500 scale. The accuracy obtained on X, Y, Z-axes for the check points is +- 0.048, +- 0.057, +- 0.205 m. 3D visualization of part of Sofia, which is based on two kinds of data - CAD and GIS is presented. The building heights have been taken from the available GIS information.
机译:高分辨率卫星图像最近在摄影测量和GIS中引起了很多关注。在本文中,正在描述使用遥感和GIS数据更新城市地籍信息的主要方法。来自Quickbird的单色图像,2003年3月27日,并在Nadir中进行了61厘米的分辨率。使用赛车公司的数码摄影测量软件Photomod 3.51。该图像覆盖了首都索非亚境内的270公里〜(2)。来自现有轮廓的DTM * .shp型,具有轮廓间隔5 m。经过最小的方形调节,正常分布的检查点的地面位移如下:平均±0.82米,最大1.64米。根据本地技术规范,在1:5000规模的几何校正正式造型。对于该领土的一部分,制作了2001年5月1日期间的空中照片之间获得的正向造纸和正轨之间的准确性的比较分析。航空摄影包括18张照片,由空中调查摄像机RMK A 15/23为1:4500规模。在X,Y,Z轴上获得的准确性为+ - 0.048,+ - 0.057,+ - 0.205米。介绍了基于两种数据 - CAD和GIS的索非亚部分的3D可视化。建筑物高度已从可用的GIS信息中获取。

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