Abstract
In mobile laser scanning systems, the platform’s position is measured by GNSS and IMU, which is often not reliable in urban areas. Consequently, derived Mobile Laser Scanning Point Cloud (MLSPC) lacks expected positioning reliability and accuracy. Many of the current solutions are either semi-automatic or unable to achieve pixel level accuracy. We propose an automatic feature extraction method which involves utilizing corresponding aerial images as a reference data set. The proposed method comprise three steps; image feature detection, description and matching between corresponding patches of nadir aerial and MLSPC ortho images. In the data pre-processing step the MLSPC is patch-wise cropped and converted to ortho images. Furthermore, each aerial image patch covering the area of the corresponding MLSPC patch is also cropped from the aerial image. For feature detection, we implemented an adaptive variant of Harris-operator to automatically detect corner feature points on the vertices of road markings. In feature description phase, we used the LATCH binary descriptor, which is robust to data from different sensors. For descriptor matching, we developed an outlier filtering technique, which exploits the arrangements of relative Euclidean-distances and angles between corresponding sets of feature points. We found that the positioning accuracy of the computed correspondence has achieved the pixel level accuracy, where the image resolution is 12cm. Furthermore, the developed approach is reliable when enough road markings are available in the data sets. We conclude that, in urban areas, the developed approach can reliably extract features necessary to improve the MLSPC accuracy to pixel level.
Highlights
Over the past few years, use of the mobile mapping data products have been growing constantly
Automatic feature extraction between Mobile Laser Scanning Point Cloud (MLSPC) and Aerial imagery is very advantageous for maintaining MLSPC product quality and evaluation
More keypoints are detected at the corners of the road markings in the aerial images than in the MLSPC ortho image
Summary
Over the past few years, use of the mobile mapping data products have been growing constantly. Even acquisition of fewer ground control points requires manual interventions This manual post processing step of data correction forces surveyors to survey a city site less frequently at the cost of more manual effort, while as a consequence customers use the outdated, imprecise and expensive data sets. Gao, Huang et al (2015) have improved the Mobile Laser Scanning (MLS) data accuracy by its automatic registration with high –resolution –accurate UAV’s imagery. They performed bundle adjustment between UAV imagery and rasterized MLSPC ortho image patches using the Harris corner keypoint detection and edge based template matching.
Published Version
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