3.1. Digital Recording Strategy
The complexity of the site required digital recording technologies able to capture the irregular geometry of the surfaces with a metric accuracy suitable for producing different types of deliverables. Additional constraints were time limitations and access to specific parts of the site.
The on-site survey was carried out in two phases using digital photogrammetry and laser scanning. The project was georeferenced with ground control points (GCPs) measured with an Emlid Reach RS2 receiver connected to Sicili@net, a positioning network by Sezione di Catania Osservatorio Etneo INGV (
Figure 6 and
Figure 7).
Digital recording was conducted with a multi-scale approach. The use of RTK GNSS allowed the measuring of the coordinates of a set of points distributed around the entire complex in the Italian reference system RDN ETRF2000 (2008.0). The undulation value from ellipsoid to orthometric elevation was calculated using the Italian geoid ITALGEO2005.
A drone mission was executed to capture a photogrammetric block (470 images), including normal and convergent images, which were then processed with Agisoft Metashape to produce a digital orthophoto with centimeter-level resolution, which was then digitized in CAD to obtain a site map. Site levels were determined from the photogrammetric point clouds.
A second manual flight was carried out around the cistern. In this case, the photogrammetric block has a geometry that provides the horizontal surfaces (such as in the flight on the entire site) and the external elevations. The use of a drone also allowed us to record those parts facing the sea, which are also more subject to erosion. Photogrammetric processing provided a high-resolution orthophoto of the cistern in the cartographic plane and orthophotos of the external elevations. A dense point cloud and a textured 3D model are also available.
The control points measured with the GNSS receiver allowed the georeferencing of both photogrammetric projects, with RMSE values lower than ±4–5 cm being obtained. In the case of the flight capturing the entire area, 19 control points were included in the photogrammetric project, resulting in RMSE values of about ±2–3 cm for the east and north, whereas the RMSE along the elevation was about ±3–4 cm.
Scans were acquired and registered using targetless methods (ICP), whereas ground control points were used to georeference the consolidated point cloud (
Figure 8). Scans were registered among themselves with an overall error of about 0.7 cm, then control points were added to the project, resulting in an overall georeferencing error of ±2–3 cm. The photogrammetric project around the cistern had a higher level of detail, and some control points were also added from the registered laser scans. The overall RMSE for this project was about ±1.5–2 cm.
A 360 video was also acquired to have visual documentation during the restitution phase, in which some details could not be clear from laser scanning and photogrammetric deliverables. The camera used was an Insta360 One RS.
3.2. Results of the Documentation of the Cistern
‘Documentation of cultural heritage, broadly defined, includes two main activities: namely, the capturing of information regarding monuments, buildings, and sites, including their physical characteristics, history, and problems; and the process of organizing, interpreting, and managing that information’ [
14]. Both of the above activities were applied on the cistern of the Royal Citadel and will be briefly described in this chapter. ‘The documentation process of the remains plays an important role in the site’s future. It contributes to assessing the values and significance of the heritage in question; guiding the conservation process; providing a tool for monitoring and managing heritage while creating an essential record; and communicating the character and importance of heritage’ [
14].
Apart from outdated site maps, no digital documentation is available on the Royal Citadel site. Because of the complex’s large size, the documentation campaign focuses on a smaller part, namely, the cistern.
The documentation of the remains of the cistern contributes to the understanding of its building techniques and evolution throughout time. As the historical background of the cistern is unknown, hypotheses concerning its past result from its documentation. In addition, the documents form a reference point to which further monitoring or documentation campaigns can be compared. From the information on the point clouds, plans, sections, and elevations were created for the cistern. These drawings, made with the software AutoCAD, give a greater insight into the dimensions and structures of the building (
Figure 9).
The created drawings further serve as a base map on which additional informative layers can be added. A first map with a secondary layer estimates the completed fortification; this was created with information from ancient maps. By overlapping current and ancient plans, additional remains of the site were recognized, which currently are not indicated as protected remains of the site (
Figure 5). Examples are a part of the ‘Porta Grazia Ravelin’ and part of the ‘San Diego Falsa Braga’’.
To get a better understanding of the remains, a material and damage analysis was carried out. Those mappings are visually represented on the base drawings of the documentation campaign. Within the scope of this article, we have opted only to present one example per identified sub-category.
The material study distinguished several categories, from which the first category includes the different types of masonry (
Figure 10 and
Figure 11). The different bonds and materials used for the masonry help us understand the building techniques and evolution. Furthermore, the identified types of masonry can be cross-referenced with the masonry of other remains on-site to examine similarities.
A second category is the plasters, which appear to be a former finishing layer of the building. Also, more recent plaster layers are distinguished from the original ones here. A third category of materials is the decorative elements used for the building, with, for example, horizontally placed stone elements, which are also seen on the other remains of the fortification. Another addition to the building is the vegetation with which the remains are covered. The last category is the architectural elements present on the site.
The damage analysis was carried out in a similar way, namely by categorizing different changes in condition. The approach to classifying these changes was executed in line with the 2008 ICOMOS damage atlas [
15], as well as the consequent European Technical standards on the Conservation of cultural property and cultural heritage, which include important updates [
16,
17] (
Figure 12 and
Figure 13).
The first category is structural damage. The cistern is already strongly devastated as half of the roof and the south wall are scattered on the ground. The pattern and location of cracks give more information on how the remains are further deteriorating and could help establish structural consolidation plans.
A second category is detachment, which is caused by the crystallization process due to the high content of salt in the air and the direct contact with salt water. This phenomenon is seen in all types of materials, such as mortars, bricks, and the local natural stone.
The third category is features induced by material loss, which is caused by high and intense erosion. The remaining categories are discoloration, biological colonization, and incompatible materials.
The material and damage mappings serve as a valuable source of information as the obtained information is helpful in the creation of a treatment strategy. Furthermore, the drawings gained from the documentation campaign serve as the first digital documentation of the cistern. In the case of further neglect and deterioration, it serves as a testimony of the building and its architectural features.
From the documentation process, some conclusions were drawn. First, because of the high level of erosion caused by direct contact with seawater and the strong winds, the cistern is rapidly crumbling. The south wall and parts of the roof have already collapsed. The further collapse of the building can be evaluated through the mapping of the crack patterns and previously crumbled parts. From those mappings, the walls are collapsing towards the sea.
Secondly, the survey gave an insight into the cistern’s past. The recent building materials observed at the cistern testify to the use of the building in recent history. This is confirmed by damage caused by human activity, namely the black crust. This black crust is visible on the remaining ceiling of the ruin and is caused by industrial/polluting use of the interior.
As no written information is available on the cistern, its construction date is also unknown. However, similar building materials and architectural features were found between the cistern and other remains on-site; this might signify that the cistern was built around the same period as the fortification.
Finally, the documentation contributed to a better understanding of the cistern’s architectural features. Additionally, more information about the building was gained by combining the digital survey with other sources. These few sources concern drawings and pictures. To give a first example, the drawings/photos helped us understand the complete shape of the building, which showed that there used to be a south wall at the waterline. The remains of the south wall’s foundation were identified by overlapping the old plan and the recently generated drawing. The wall’s foundation is located underwater and, therefore, hard to identify on-site.
A second example concerns the traces, which indicate a connection between the cistern and the S. Stefano counterguard. Those traces were found on two illustrations dating from the 20th century. The recent materials’ presence could confirm this hypothesis at the location of the connecting infrastructure. Examples of those materials are the grey-colored plasters and recent brick additions. A concluding hypothesis could be that an additional shelter was constructed to support the active industry when small industries were active on-site.
The documentation of the site further helped in understanding its past, character, and fragilities. These are reflected in the values of the site, which are important to understand in creating a future for the site. The massive walls, up to six meters thick, testify to the great defensive architecture. In addition, the construction techniques resilient to destructive wars and earthquakes contribute to this significant architectural value.
Among others, the massive walls, ramparts, and the citadel’s star shape create the military feeling of the site. Therefore, this feeling and awareness are of great importance as it gives a great insight into ancient defense systems. The military feeling of the massive fortification, in combination with the fragile landscape and the beautiful Strait of Messina, further contributes to its great aesthetical value.
Answers concerning the workings of the cistern were not reached through the digital documentation of the ruin. However, the documentation of the site has contributed to understanding its construction techniques, weaknesses, and values. Further actions that could help to understand how the water was stored and used within the cistern include the study and comparison of similar case studies.