The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences
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Articles | Volume XLVIII-1/W1-2023
https://doi.org/10.5194/isprs-archives-XLVIII-1-W1-2023-411-2023
https://doi.org/10.5194/isprs-archives-XLVIII-1-W1-2023-411-2023
25 May 2023
 | 25 May 2023

360° IMAGE ORIENTATION AND RECONSTRUCTION WITH CAMERA POSITIONS CONSTRAINED BY GNSS MEASUREMENTS

M. Previtali, L. Barazzetti, F. Roncoroni, Y. Cao, and M. Scaioni

Keywords: Photogrammetry, 360° images, GNSS, Direct Georeferencing, Image alignment

Abstract. Photogrammetric applications using 360° images are becoming more and more popular in different fields, such as cultural heritage documentation of narrow spaces; civil, architectural, and environmental projects like tunnel surveying; mapping of urban city centres, etc. The popularity of 360° photogrammetry relates to the high productivity of the acquisition phase, giving the opportunity to capture the entire scene around the user in a relatively short time. On the other hand, the photogrammetric workflow needs ground control points (GCPs), well distributed over the survey area, to georeference the produced 3D data. Placing, measuring on-field, and identifying GCP on images is time-consuming and sometimes even not feasible due to environmental conditions. While effective solutions exist for UAV-based projects, direct georeferencing and GNSS assisted photogrammetry is still not fully exploited for ground-based acquisitions. This paper aims at presenting a solution coupling 360° images and high-precision GNSS systems for direct georeferencing of outdoor projects without the need for manually measuring GCPs. Three different acquisition modes for 360° images and GNSS data are presented, and orientation results are compared with manually measured Check Points.