Object reconstruction using close-range all-round digital photogrammetry for applications in industry
| dc.contributor.advisor | Rüther, Heinz | en_ZA |
| dc.contributor.author | Davey, Justin John | en_ZA |
| dc.date.accessioned | 2016-03-07T04:15:40Z | |
| dc.date.available | 2016-03-07T04:15:40Z | |
| dc.date.issued | 1999 | en_ZA |
| dc.description | Bibliography: p. 66-68. | en_ZA |
| dc.description.abstract | Photogrammetry has many inherent advantages in engineering and industrial applications, which include the ability to obtain accurate, non-contact measurements from data rapidly acquired with the object in situ. Along with these advantages, digital photogrammetry offers the potential for the automation or semi-automation of many of the conventional photogrammetric procedures, leading to real-time or near real-time measurement capabilities. However, all-round surface measurement of an object usually benefits less from the above advantages of photogrammetry. To obtain the necessary imagery from all sides of the measurement object, real-time processing is nearly impossible, and it becomes difficult to avoid moving the object, thus precluding in situ measurement. However, all-round digital photogrammetry and, in particular, the procedure presented here, still offer advantages over other methods of full surface measurement, including rapid, non-contact data acquisition along with the ability to store and reprocess data at a later date. Conventional or topographic photogrammetry is well-established as a tool for mapping simple terrain surfaces and for acquiring accurate 3-D point data. The complexities of all-round photogrammetry make many of the standard photogrammetric methods all but redundant. The work presented in this thesis was aimed at the development of a reliable method of obtaining complete surface data of an object with non-topographic, all-round, close-range digital photogrammetry. A method was developed to improve the integrity of the data, and possibilities for the presentation and visualisation of the data were explored. The potential for automation was considered important, as was the need to keep the overall time required to a minimum. A measurement system was developed to take as input an object, and produce as output an accurate, representative point cloud, allowing for the reconstruction of the surface. This system included the following procedures: ■ a novel technique of achieving high-accuracy system pre-calibration using a cubic control frame and fixed camera stations, ■ separate image capture for the control frame and the object, ■ surface sub-division and all-round step-wise image matching to produce a comprehensive 3-D data set, ■ point cloud refinement, and ■ surface reconstruction by separate surface generation. The development and reliability of these new approaches is discussed and investigated; and the results of various test procedures are presented. The technique of system pre-calibration involved the use of a mechanical device - a rotary table - to impart precisely repeatable rotations to the control frame and, separately, the object. The actual repeatability precision was tested and excellent results achieved, with standard deviations for the resected camera station coordinates of between 0.05 and 0.5 mm. In a detailed test case, actual rotations differed from the desired rotations by an average of 0.7" with a standard deviation of less than 2'. The image matching for the test case, from a set of forty-eight images, achieved a satisfactory final accuracy, comparable to that achieved in other similar work. The meaningful reconstruction of surfaces presented problems, although an acceptable rendering was achieved, and a thorough survey of current commercially available software failed to produce a package capable of all-round modelling from random 3-D data. The final analysis of the results indicated that digital photogrammetry, and this method in particular, are highly suited to accurate all-round surface measurement. The potential for automation - and, therefore, for near real-time results - of the method in the stages of image acquisition and processing, calibration, image matching and data visualisation is great. The method thus lends itself to industrial applications. However, the need for a robust and rapid method of surface reconstruction needs to be fulfilled. | en_ZA |
| dc.identifier.apacitation | Davey, J. J. (1999). <i>Object reconstruction using close-range all-round digital photogrammetry for applications in industry</i>. (Thesis). University of Cape Town ,Faculty of Engineering & the Built Environment ,School of Architecture, Planning and Geomatics. Retrieved from http://hdl.handle.net/11427/17544 | en_ZA |
| dc.identifier.chicagocitation | Davey, Justin John. <i>"Object reconstruction using close-range all-round digital photogrammetry for applications in industry."</i> Thesis., University of Cape Town ,Faculty of Engineering & the Built Environment ,School of Architecture, Planning and Geomatics, 1999. http://hdl.handle.net/11427/17544 | en_ZA |
| dc.identifier.citation | Davey, J. 1999. Object reconstruction using close-range all-round digital photogrammetry for applications in industry. University of Cape Town. | en_ZA |
| dc.identifier.ris | TY - Thesis / Dissertation AU - Davey, Justin John AB - Photogrammetry has many inherent advantages in engineering and industrial applications, which include the ability to obtain accurate, non-contact measurements from data rapidly acquired with the object in situ. Along with these advantages, digital photogrammetry offers the potential for the automation or semi-automation of many of the conventional photogrammetric procedures, leading to real-time or near real-time measurement capabilities. However, all-round surface measurement of an object usually benefits less from the above advantages of photogrammetry. To obtain the necessary imagery from all sides of the measurement object, real-time processing is nearly impossible, and it becomes difficult to avoid moving the object, thus precluding in situ measurement. However, all-round digital photogrammetry and, in particular, the procedure presented here, still offer advantages over other methods of full surface measurement, including rapid, non-contact data acquisition along with the ability to store and reprocess data at a later date. Conventional or topographic photogrammetry is well-established as a tool for mapping simple terrain surfaces and for acquiring accurate 3-D point data. The complexities of all-round photogrammetry make many of the standard photogrammetric methods all but redundant. The work presented in this thesis was aimed at the development of a reliable method of obtaining complete surface data of an object with non-topographic, all-round, close-range digital photogrammetry. A method was developed to improve the integrity of the data, and possibilities for the presentation and visualisation of the data were explored. The potential for automation was considered important, as was the need to keep the overall time required to a minimum. A measurement system was developed to take as input an object, and produce as output an accurate, representative point cloud, allowing for the reconstruction of the surface. This system included the following procedures: ■ a novel technique of achieving high-accuracy system pre-calibration using a cubic control frame and fixed camera stations, ■ separate image capture for the control frame and the object, ■ surface sub-division and all-round step-wise image matching to produce a comprehensive 3-D data set, ■ point cloud refinement, and ■ surface reconstruction by separate surface generation. The development and reliability of these new approaches is discussed and investigated; and the results of various test procedures are presented. The technique of system pre-calibration involved the use of a mechanical device - a rotary table - to impart precisely repeatable rotations to the control frame and, separately, the object. The actual repeatability precision was tested and excellent results achieved, with standard deviations for the resected camera station coordinates of between 0.05 and 0.5 mm. In a detailed test case, actual rotations differed from the desired rotations by an average of 0.7" with a standard deviation of less than 2'. The image matching for the test case, from a set of forty-eight images, achieved a satisfactory final accuracy, comparable to that achieved in other similar work. The meaningful reconstruction of surfaces presented problems, although an acceptable rendering was achieved, and a thorough survey of current commercially available software failed to produce a package capable of all-round modelling from random 3-D data. The final analysis of the results indicated that digital photogrammetry, and this method in particular, are highly suited to accurate all-round surface measurement. The potential for automation - and, therefore, for near real-time results - of the method in the stages of image acquisition and processing, calibration, image matching and data visualisation is great. The method thus lends itself to industrial applications. However, the need for a robust and rapid method of surface reconstruction needs to be fulfilled. DA - 1999 DB - OpenUCT DP - University of Cape Town LK - https://open.uct.ac.za PB - University of Cape Town PY - 1999 T1 - Object reconstruction using close-range all-round digital photogrammetry for applications in industry TI - Object reconstruction using close-range all-round digital photogrammetry for applications in industry UR - http://hdl.handle.net/11427/17544 ER - | en_ZA |
| dc.identifier.uri | http://hdl.handle.net/11427/17544 | |
| dc.identifier.vancouvercitation | Davey JJ. Object reconstruction using close-range all-round digital photogrammetry for applications in industry. [Thesis]. University of Cape Town ,Faculty of Engineering & the Built Environment ,School of Architecture, Planning and Geomatics, 1999 [cited yyyy month dd]. Available from: http://hdl.handle.net/11427/17544 | en_ZA |
| dc.language.iso | eng | en_ZA |
| dc.publisher.department | School of Architecture, Planning and Geomatics | en_ZA |
| dc.publisher.faculty | Faculty of Engineering and the Built Environment | |
| dc.publisher.institution | University of Cape Town | |
| dc.subject.other | Digital photogrammetry | en_ZA |
| dc.title | Object reconstruction using close-range all-round digital photogrammetry for applications in industry | en_ZA |
| dc.type | Master Thesis | |
| dc.type.qualificationlevel | Masters | |
| dc.type.qualificationname | MSc (Eng) | en_ZA |
| uct.type.filetype | Text | |
| uct.type.filetype | Image | |
| uct.type.publication | Research | en_ZA |
| uct.type.resource | Thesis | en_ZA |
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