Survey and Photogrammetric Restitution of Monumental Complexes: Issues and Solutions—The Case of the Manfredonic Castle of Mussomeli
The latest results obtained through photogrammetric restitution enhanced by GNSS (Global Navigation Satellite System) RTK (Real-Time Kinematic) survey achieved increased levels of accuracy. These survey solutions are used to rapidly obtain a detailed model with an excellent level of accuracy (centim...
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| Format: | Article |
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MDPI AG
2019-02-01
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| Series: | Heritage |
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| Online Access: | https://www.mdpi.com/2571-9408/2/1/50 |
| _version_ | 1819168337804918784 |
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| author | Andrea Scianna Marcello La Guardia |
| author_facet | Andrea Scianna Marcello La Guardia |
| author_sort | Andrea Scianna |
| collection | DOAJ |
| description | The latest results obtained through photogrammetric restitution enhanced by GNSS (Global Navigation Satellite System) RTK (Real-Time Kinematic) survey achieved increased levels of accuracy. These survey solutions are used to rapidly obtain a detailed model with an excellent level of accuracy (centimetric) with cheaper equipment. However, the contour conditions are not always favorable for obtaining the best results in a simple way. The work presented in this paper shows the survey and the photogrammetric restitution of the Manfredonic Castle of Mussomeli in Sicily, developed as a part of the PON NEPTIS European Project, aimed at the valorization of Cultural Heritage (CH). This case is a typical example of a complex survey carried out in an impervious environment where traditional survey procedures are totally useless or require a longer amount of time and great effort if a high level of accuracy is requested. In this case, considering the natural conditions of the site, the only way to perform the task has been the use of photogrammetric restitution based on UAV (unmanned aerial vehicle) technologies and GNSS survey. The precision obtained from the results allowed us to create a geometric 3D reconstruction of the monumental complex of the castle for the valorization of the site, which was the main goal of the whole process. The procedure that is the focus of this work is a test of rapid 3D CH survey and documentation in an impervious environment. |
| first_indexed | 2024-12-22T19:02:00Z |
| format | Article |
| id | doaj.art-8a74d314c2454ee78afb4fb08f6261df |
| institution | Directory Open Access Journal |
| issn | 2571-9408 |
| language | English |
| last_indexed | 2024-12-22T19:02:00Z |
| publishDate | 2019-02-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Heritage |
| spelling | doaj.art-8a74d314c2454ee78afb4fb08f6261df2022-12-21T18:15:55ZengMDPI AGHeritage2571-94082019-02-012177478610.3390/heritage2010050heritage2010050Survey and Photogrammetric Restitution of Monumental Complexes: Issues and Solutions—The Case of the Manfredonic Castle of MussomeliAndrea Scianna0Marcello La Guardia1ICAR-CNR (High Performance Computing and Networking Institute—National Research Council of Italy) at GISLab c/o D’Arch, Polytechnic School of University of Palermo, 90128 Palermo, ItalyICAR-CNR (High Performance Computing and Networking Institute—National Research Council of Italy) at GISLab c/o D’Arch, Polytechnic School of University of Palermo, 90128 Palermo, ItalyThe latest results obtained through photogrammetric restitution enhanced by GNSS (Global Navigation Satellite System) RTK (Real-Time Kinematic) survey achieved increased levels of accuracy. These survey solutions are used to rapidly obtain a detailed model with an excellent level of accuracy (centimetric) with cheaper equipment. However, the contour conditions are not always favorable for obtaining the best results in a simple way. The work presented in this paper shows the survey and the photogrammetric restitution of the Manfredonic Castle of Mussomeli in Sicily, developed as a part of the PON NEPTIS European Project, aimed at the valorization of Cultural Heritage (CH). This case is a typical example of a complex survey carried out in an impervious environment where traditional survey procedures are totally useless or require a longer amount of time and great effort if a high level of accuracy is requested. In this case, considering the natural conditions of the site, the only way to perform the task has been the use of photogrammetric restitution based on UAV (unmanned aerial vehicle) technologies and GNSS survey. The precision obtained from the results allowed us to create a geometric 3D reconstruction of the monumental complex of the castle for the valorization of the site, which was the main goal of the whole process. The procedure that is the focus of this work is a test of rapid 3D CH survey and documentation in an impervious environment.https://www.mdpi.com/2571-9408/2/1/50CHUAVmonumental complexphotogrammetrysurvey3D model |
| spellingShingle | Andrea Scianna Marcello La Guardia Survey and Photogrammetric Restitution of Monumental Complexes: Issues and Solutions—The Case of the Manfredonic Castle of Mussomeli Heritage CH UAV monumental complex photogrammetry survey 3D model |
| title | Survey and Photogrammetric Restitution of Monumental Complexes: Issues and Solutions—The Case of the Manfredonic Castle of Mussomeli |
| title_full | Survey and Photogrammetric Restitution of Monumental Complexes: Issues and Solutions—The Case of the Manfredonic Castle of Mussomeli |
| title_fullStr | Survey and Photogrammetric Restitution of Monumental Complexes: Issues and Solutions—The Case of the Manfredonic Castle of Mussomeli |
| title_full_unstemmed | Survey and Photogrammetric Restitution of Monumental Complexes: Issues and Solutions—The Case of the Manfredonic Castle of Mussomeli |
| title_short | Survey and Photogrammetric Restitution of Monumental Complexes: Issues and Solutions—The Case of the Manfredonic Castle of Mussomeli |
| title_sort | survey and photogrammetric restitution of monumental complexes issues and solutions the case of the manfredonic castle of mussomeli |
| topic | CH UAV monumental complex photogrammetry survey 3D model |
| url | https://www.mdpi.com/2571-9408/2/1/50 |
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