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Suitable Type of Ground Control Point for High-resolution Satellite Imagery

机译:适用于高分辨率卫星影像的地面控制点的类型

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摘要

Highly accurate geometric correction is necessary for high-resolution data. Then, it is important to acquire the high accuracy Ground Control Point (GCP) and corresponded Image Control Points (ICPs) for geometric correction. The objective of this study is evaluation of GCP type for high-resolution satellite image. In this study, following two types of GCP was selected: l)Polygon in field surveying using GPS 2) Template image using aerial photograph Accuracy was evaluated using Root Mean Square Error (RMSE) which was calculated by comparing around GCP and validation points. In this study, IKONOS was used as high resolution imagery. 3D affine transform was carried out for the geometric correction of the IKONOS imagery. GCP polygon such as agricultural field were surveyed by kinematic method of GPS. Then, a center of gravity was calculated using the polygon data. The corresponded ICP polygon image was extracted from the IKONOS image by visual interpretation. A center of gravity was also calculated using the polygon image. Then geometric corrections were carried out using control points obtained from GCP polygon and ICP polygon. In the result, RMSE showed less than 0.56 pixels. GCP from gravity point became enough accuracy. For image matching using aerial photograph, ortho image was established using aerial photograph and DSM. And, template image was generated from the ortho image. Land cover in the image was much different between aerial photograph and IKONOS image. Therefore, the classified image was generated by normalized Euclidian distance form training data of road. Image matching was carried out by using the classified template image and IKONOS image. Classification image can be adapted for image matching, which showed 0.08 correlation and 0.189 pixel error. The original color image showed 0.07 correlation and 14.06 pixels error, for image matching. Image matching with classification image made reliable result rather than original color image.
机译:对于高分辨率数据,必须进行高精度的几何校正。然后,获取用于几何校正的高精度地面控制点(GCP)和相应的图像控制点(ICP)非常重要。本研究的目的是评估高分辨率卫星图像的GCP类型。在这项研究中,选择了以下两种类型的GCP:l)使用GPS在野外测量中的多边形2)使用航拍照片的模板图像使用均方根误差(RMSE)评估准确性,该均方根误差是通过比较GCP和验证点周围的距离而得出的。在这项研究中,IKONOS被用作高分辨率图像。进行了3D仿射变换,以对IKONOS图像进行几何校正。通过GPS的运动学方法对GCP多边形(例如农田)进行了测量。然后,使用多边形数据计算重心。通过视觉解释从IKONOS图像中提取对应的ICP多边形图像。还使用多边形图像计算了重心。然后,使用从GCP多边形和ICP多边形获得的控制点进行几何校正。结果,RMSE显示不到0.56像素。从重力点开始的GCP变得足够准确。为了使用航空照片进行图像匹配,使用航空照片和DSM建立了正像。并且,从原图像生成模板图像。航空照片和IKONOS图像之间的土地覆盖差异很大。因此,分类图像是通过道路的标准化欧几里得距离训练数据生成的。通过使用分类的模板图像和IKONOS图像进行图像匹配。分类图像可以适应图像匹配,显示0.08的相关性和0.189的像素误差。原始彩色图像显示0.07的相关性和14.06像素的误差,用于图像匹配。与分类图像匹配的图像比原始彩色图像获得可靠的结果。

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