Production of orthophoto map using mobile photogrammetry and comparative assessment of cost and accuracy with satellite imagery for corridor mapping: a case study in Manesar, Haryana, India

IF 2.7 Q1 GEOGRAPHY
Manu Dev, Shetru M Veerabhadrappa, A. Kainthola, Manas K Jha
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Abstract

ABSTRACT The study aims to find a low-cost alternate technology to get imagery, using mobile platform, and produce digital orthophoto for corridor mapping, with a higher degree of accuracy and which can reduce the lag time of acquisition of data. The present study uses digital single-lens reflex cameras, mounted on a mobile vehicle, and acquisition of data in the video format rather than still photographs, as traditionally used in mobile mapping systems. The videos are used to create a set of images and orthophotos. A widespread ground control points were recorded in the study area, using the global navigation satellite system receiver, which measured the control points in real-time kinematic mode. Generation of digital orthophoto has been completed using the captured mobile imagery and ground control point. Furthermore, procurement of satellite imagery and aerial triangulation using ground control points have been done. While comparing the planimetric accuracy of orthophoto against satellite imagery using the ground control points, the achieved root mean square error value of produced orthophoto is 0.171 m in X axis and 0.205 m in Y axis. However, for Cartosat -1 satellite imagery, the RMSE value for X is 1.22 m and for Y is 1.98 m. This research proposes the alternate low-cost mobile mapping method to capture the imagery for orthophoto production. The cost of orthophoto production from mobile image was found 77% cheaper than the orthophoto cost from fresh/latest satellite imagery procurement, while the overall production was 70% cost-effective than the orthophoto maps made from archived imagery.
利用移动摄影测量技术制作正射影像图,并对走廊测绘的成本和精度与卫星图像进行比较评估:以印度哈里亚纳邦马内萨尔为例
本研究旨在寻找一种低成本的替代技术,利用移动平台获取图像,并产生用于走廊测绘的数字正射影像,具有更高的精度,并且可以减少数据获取的滞后时间。目前的研究使用安装在移动车辆上的数字单镜头反光相机,并以视频格式获取数据,而不是传统上用于移动地图系统的静止照片。这些视频被用来创建一组图像和正射影像。利用全球导航卫星系统接收机记录了研究区内广泛分布的地面控制点,并对控制点进行了实时运动测量。利用采集到的移动影像和地面控制点,完成了数字正射影像的生成。此外,还利用地面控制点采购了卫星图像和空中三角测量。利用地面控制点将正射影像面精度与卫星影像进行比较,得到的正射影像面X轴误差为0.171 m, Y轴误差为0.205 m。然而,对于Cartosat -1卫星图像,X的RMSE值为1.22 m, Y的RMSE值为1.98 m。本研究提出了另一种低成本的移动测绘方法来捕获用于正射影像生产的图像。研究发现,利用移动影像制作正射影像的成本比利用最新卫星影像制作正射影像的成本低77%,而整体制作成本比利用存档影像制作正射影像的成本低70%。
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来源期刊
Annals of GIS
Annals of GIS Multiple-
CiteScore
8.30
自引率
2.00%
发文量
31
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