Reconstructing 3D coastal cliffs from airborne oblique photographs without ground control points
Coastal cliff collapse hazard assessment requires measuring cliff face topography at regular intervals. Terrestrial laser scanner techniques have proven useful so far but are expensive to use either through purchasing the equipment or through survey subcontracting. In addition, terrestrial laser sur...
Main Author: | |
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Format: | Article |
Language: | English |
Published: |
Copernicus Publications
2014-05-01
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Series: | ISPRS Annals of the Photogrammetry, Remote Sensing and Spatial Information Sciences |
Online Access: | http://www.isprs-ann-photogramm-remote-sens-spatial-inf-sci.net/II-5/113/2014/isprsannals-II-5-113-2014.pdf |
Summary: | Coastal cliff collapse hazard assessment requires measuring cliff face topography at regular intervals. Terrestrial laser scanner
techniques have proven useful so far but are expensive to use either through purchasing the equipment or through survey
subcontracting. In addition, terrestrial laser surveys take time which is sometimes incompatible with the time during with the beach
is accessible at low-tide. By comparison, structure from motion techniques (SFM) are much less costly to implement, and if airborne,
acquisition of several kilometers of coastline can be done in a matter of minutes. In this paper, the potential of GPS-tagged oblique
airborne photographs and SFM techniques is examined to reconstruct chalk cliff dense 3D point clouds without Ground Control
Points (GCP). The focus is put on comparing the relative 3D point of views reconstructed by Visual SFM with their synchronous
Solmeta Geotagger Pro2 GPS locations using robust estimators. With a set of 568 oblique photos, shot from the open door of an
airplane with a triplet of synchronized Nikon D7000, GPS and SFM-determined view point coordinates converge to X: ±31.5 m; Y:
±39.7 m; Z: ±13.0 m (LE66). Uncertainty in GPS position affects the model scale, angular attitude of the reference frame (the
shoreline ends up tilted by 2°) and absolute positioning. Ground Control Points cannot be avoided to orient such models. |
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ISSN: | 2194-9042 2194-9050 |