Image-based modeling of built environment from an unmanned aerial system
Introduction
Three-dimensional (3D) models have become an essential tool for experts in various fields that provide quality representations of as-built sites, reducing discrepancies between the design and construction phases. These models are used in disciplines including urban and environmental planning [1], [2], [3], cultural heritage documentation [4], [5], [6], building and infrastructure inspection [7], [8], industrial measurement and reverse engineering applications [9], [10], [11] and in the film industry, video game industry and virtual reality applications [12], [13]. However, depending on the application, the specific requirements for a 3D model can be different. In particular, as-built models for engineering and architecture demand metric requirements in terms of accuracy, reliability and completeness, whereas 3D models for the entertainment industry require visual quality in terms of texture-mapping, file size, computational cost, level of detail and ease of use. Therefore, trying to enclose all of these requirements under the same 3D model continues to be difficult for the international scientific community.
To describe complex constructions, laser scanner technology [14] and binomial photogrammetry-computer vision [15], [16] as active and passive techniques, respectively, provide exhaustive and non-invasive 3D documentation methods and can help generate 3D models.
The use of laser scanning technologies for 3D data capture in industrial sites has grown considerably over the last decade over traditional methods for acquiring as-built information, which consists of manual measurements by metric tape and topography [17], [18], [19], due to the improvement in their competitiveness. This competitiveness is due to the rapid increase in the speed and accuracy of the laser scanners in the last decade, while their costs and sizes have been shrinking [20]. However, laser scanner technology requires specialized personnel for the acquisition and processing phases as well as prolonged times for data acquisition and for the processing of the different point clouds.
Conversely, photogrammetric reconstruction, whose use has become popular in recent years due to its hybridization with computer vision [21], has strengthened so-called image-based modeling. The revolution of image-based modeling has been favored because of three main factors: (i) the development of wide-spread computer skills and hence an improvement in the calculation algorithms and possibilities for automation; (ii) flexibility in the camera specifications being allowed to take images, calibrated or not; and (iii) the quality in the results, releasing accurate and reliable as-built 3D models. For example, the computer vision approach for 3D visualization has been applied to document as-planned 3D models for construction sites and to monitor their progress during construction [22], [23]. Although currently there are several image-based modeling tools, none of them guarantee these three results, especially when complex constructions such as electrical substations are considered. In particular, several web-based tools (i.e., Photosynth, Autodesk 123 Catch and Photofly) have been developed for 3D modeling using only images; however, they do not guarantee enough quality in terms of accuracy and reliability [24]. Likewise, other standalone executable tools (i.e., Bundler-PMVS2, VisualSFM) have been developed under the well-known computer vision line, creating structure from motion (SfM), but cannot guarantee enough precision and result in unscaled models [24], [25]. In the case of VisualSfM, the software does not include the global coordinates of the ground control points into the orientation process; this requires that the scale for the reconstructed object or its geo-reference to a global frame must be conducted using a Helmert 3D transformation. According to the close-range photogrammetric community, the most popular tool, PhotoModeler™, which guarantees accurate results, requires manual interaction in the orientation and restitution steps. More recently, some open-source (i.e., Apero-Micmac) [26] and commercial (i.e., PhotoScan™) tools have emerged that combine computer vision and photogrammetric capabilities; however, the former requires command-line usage and does not perform well with multiple images that have oblique geometry, and the latter requires a commercial license.
Considering the limitations detailed above, a hybrid methodology supported by photogrammetry and computer vision that guarantees automation (i.e., converts from 2D to 3D automatically), flexibility (i.e., enables the use of calibrated and non-calibrated cameras) and quality (i.e., provides 3D models with higher resolution than 3D laser scanners) for passing from 2D to 3D has been developed. Photogrammetry Workbench (PW) is a multiplatform software with a user-friendly interface that works with terrestrial or aerial images and considers vertical or oblique geometries [27]. The approach employed by PW software improves the current practice of image-based modeling because it integrates computer vision and photogrammetric algorithms into a smart approach that overcomes the issues of complex objects and scenarios. This is accomplished by combining the last generation descriptors in the extraction and matching steps, combining several lens calibration models under the self-calibration process and combining several stereovision and multiple stereovision algorithms.
This paper is presented in the following structure. After this introduction, Section 2 addresses a detailed description of the developed method for automatic aerial image-based modeling; Section 3 shows the experimental results applied to an electrical outdoor substation, where the shape and size of the elements have high complexity and human interaction with the elements to document may involve security risks, economic costs or even both. Finally, the most relevant concluding remarks are outlined in Section 4.
Section snippets
Camera-based low-cost system for modeling complex constructions
To automate the image-based modeling of an outdoor electrical substation from oblique aerial images acquired from an unmanned aerial system (UAS) is a challenge of great complexity in both computer vision and photogrammetry disciplines. The reasons for this are diverse: the instability of the UAS platform brings images which violate classical geometric restrictions (i.e., verticality, scale, overlap, etc.) of the aerial photogrammetry [28]; and the need for oblique convergent captures could
Experimental results
The case study was performed at an outdoor electrical substation located in Olloki, Pamplona, Spain. The substation has an area of over 2200 m2 and consists of 2 transformer bays of 66/13.2 kV, two line bays of 66 kV and one bay of 66 kV. This scenario is a complex site due to two main characteristics: the large number of elements and the large area covered by the site. The use of a UAS permits the documentation of the elements completely by aerial images, guaranteeing a high spatial and temporal
Conclusions
In this study, it has been shown that image-based modeling of complex scenarios with UAS aerial images eliminates the problems offered by terrestrial laser scanner and classical topographical methods. It also solves the problem of occlusions by shadows. In addition, the camera-based object recording lets us document all of the visible elements without physical limitations and safety clearances by taking images of the scenario from all points of view and at close range. Then, once the images
Acknowledgments
The research in this paper was supported by the USAL-IBERDROLA framework, signed to promote the University–Industry technology transference, and The National Projects INNPACTO, IPT-120000-2010-039 and BIA2010-15145 from the Science and Innovation Ministry. The authors would also like to thank Dr. Javier Gómez Lahoz for his assistance in the photogrammetric error analysis.
References (46)
- et al.
Relevance assessment of full-waveform lidar data for urban area classification
ISPRS J. Photogramm. Remote Sens.
(2011) - et al.
An application of digital point cloud to historic architecture in digital archives
Adv. Eng. Softw.
(2011) - et al.
New tools for rock art modelling: automated sensor integration in Pindal Cave
J. Archaeol. Sci.
(2011) - et al.
Towards a three-dimensional cost-effective registration of the archaeological heritage
J. Archaeol. Sci.
(2013) - et al.
Measuring building façades with a low-cost close-range photogrammetry system
Autom. Constr.
(2010) - et al.
Automatic thermographic and RGB texture of as-built BIM for energy rehabilitation purposes
Autom. Constr.
(2013) - et al.
Advances in 3D data acquisition and processing for industrial applications
Robot. Comput. Integr. Manuf.
(2010) - et al.
Accuracy assessment of vehicles surface area measurement by means of statistical methods
Measurement
(2013) - et al.
An innovative method for remote measurement of minimum vertical underclearance in routine bridge inspection
Autom. Constr.
(2012) - et al.
Automatic detection and tracking of pedestrians from a moving stereo rig
ISPRS J. Photogramm. Remote Sens.
(2010)
Evaluation of image-based modeling and laser scanning accuracy for emerging automated performance monitoring techniques
Autom. Constr.
A framework for 3D model reconstruction in reverse engineering
Comput. Ind. Eng.
Adapting CAD models of complex engineering objects to measured point cloud data
CIRP Ann. Manuf. Technol.
Solar radiation estimation on building roofs and web-based solar cadaster
Automated urban analysis based on LiDAR-derived building models
IEEE Trans. Geosci. Remote Sens.
An investigation for improvement of the 3D-digitization process: a reverse engineering approach
J. Manuf. Technol. Manag.
An industrial augmented reality solution for discrepancy check
Human body shape and motion tracking by hierarchical weighted ICP
Airborne and Terrestrial Laser Scanning
Close Range Photogrammetry: Principles, Methods and Applications
Multiple View Geometry in Computer Vision
Segmentation of point clouds using smoothness constraint
Monitoring of construction performance using daily progress photograph logs and 4d as-planned models
Proceedings of the 2009 ASCE International Workshop on Computing in Civil Engineering
Cited by (44)
Deep learning-based structural health monitoring
2024, Automation in ConstructionA review of UAV integration in forensic civil engineering: From sensor technologies to geotechnical, structural and water infrastructure applications
2024, Measurement: Journal of the International Measurement ConfederationOrtho-photogrammetry for prefabricated energy-efficiency retrofits
2022, Automation in ConstructionCitation Excerpt :Structure from motion is typically considered insuficient for accurate as-is documentation [2,8,9]. However, this process can be accomplished with an inexpensive consumer camera, or even the camera built in to a photographic unmanned aerial vehicle (UAV) [10,11]. Very high accuracy photogrammetry is possible with more manual labour.
Detection of crane track geometric parameters using UAS
2021, Automation in ConstructionCitation Excerpt :damage to road surfaces (e.g. ruts and holes), highly accurate measurements (from tenths of a millimeter to several millimeters) can be obtained [17,44–50] when only a small fragment of the object is being measured. However, the relative positions of the measured elements of the object (at a distance of several dozen or several hundred meters) is determined with centimeter or decimeter accuracy.
iSafeUAS: An unmanned aerial system for construction safety inspection
2021, Automation in ConstructionDeep learning-based weathering type recognition in historical stone monuments
2020, Journal of Cultural Heritage