Next Article in Journal
Architects’ Perception of Quality of Life—Impact, Practice, and Barriers
Next Article in Special Issue
A Conservation Strategy for the Sanatorio Carlos Duran Cartín in Costa Rica
Previous Article in Journal
Impact of Solar Shading on Façades’ Surface Temperatures under Summer and Winter Conditions by IR Thermography
Previous Article in Special Issue
Towards Transdisciplinary Heritage Assessment: An Analysis of the Use of Landscape Study Methods as a Holistic Toolbox for Cultural Site Characterisation in the Spanish Context
 
 
Font Type:
Arial Georgia Verdana
Font Size:
Aa Aa Aa
Line Spacing:
Column Width:
Background:
Article

Use of Unmanned Aerial Vehicle Technology in the Protection of Goods of Cultural Interest (GCIs): The Case of the Castle of Cala (Huelva, Spain)

by
Gina M. Núñez-Camarena
1,2,
Rafael Herrera-Limones
1,2 and
Álvaro López-Escamilla
1,2,*
1
Institute of Architecture and Building Sciences, School of Architecture, University of Seville, Av. Reina Mercedes 2, 41012 Seville, Spain
2
Research Group Transhumancias HUM-965, University of Seville, 41012 Seville, Spain
*
Author to whom correspondence should be addressed.
Architecture 2024, 4(2), 247-266; https://doi.org/10.3390/architecture4020015
Submission received: 22 February 2024 / Revised: 19 April 2024 / Accepted: 24 April 2024 / Published: 30 April 2024

Abstract

:
Currently, the use of modern technologies, such as UAVs, allows for a detailed analysis of the protection of Sites of Cultural Interest (BICs) in Spain. Cala Castle in Huelva is selected for this study, which is one of the most important medieval fortifications in the mountainous region and was rehabilitated between 2003 and 2011. After a decade of its architectural rehabilitation, the use of this new UAV technology will allow the creation of a database of the property and its surroundings, made up of a series of 3D models and photogrammetric studies of the territory. This analysis allows us two complementary readings to the original study: on the one hand, to characterize the natural and landscape context of Cala Castle, and on the other, to identify the pre-existence of a series of historic buildings, which have historically articulated this region. The 3D models obtained provide relevant graphic information. The current state of the BIC allows this space to be considered for reactivation as a social space at the regional level. The visuals of the regional environment allow us to identify that the most recent growth has been articulated longitudinally along the N-630 highway, this infrastructure being the backbone of the nucleus. As a pilot test, the beginning of this graphic and visual database (3D) at a regional level will provide a valuable tool for the conservation and registration of built heritage, given that it seeks to incorporate other fortifications that make up Banda Gallega with the aim of defining a sustainable development strategy at county level.

1. Introduction

1.1. Initiation of the Research and Intervention

The archaeological and architectural research was conducted in 2001 and 2003, respectively (Proyecto de Intervención Arqueológica and Proyecto Básico, respectively), financed by the Consejería de Cultura de la Junta de Andalucía (Figure 1).
The project required archaeological baselines and extensive and complex in situ data acquisition (Figure 2), which proved essential in the analysis of what was then no more than a ruin.
During the whole process of documentation, data acquisition, and study, the criteria of the Krakow Charter of 2000 up to the Charter of the Restoration [1] were taken into account.

1.2. Pre-Intervention Status

The fortified enclosure was in a state of general ruin (Figure 3).
The walls and the towers lacked both the crowning element and the upper area. The archaeological work suggested the existence of continuous protection on the outside, both on the walkway and on the towers, as it was not possible to document the existence of pinnacles and merlons. There was a great deal of damage to the masonry of the walls and towers, with large cavities and missing material. The main gate did not exist, as the adjoining wall had been destroyed. There were also remains of the two staircases that would have led to the coastal walkway, but they were in a ruinous state.
The castle was heavily infilled inside, with collapsed material, and there was also an accumulation of material from the destruction of the castle’s internal structures. The backfill undoubtedly exerted a damaging pressure on the structure from the point of view of stability. The walls and the areas adjacent to the ramparts were severely affected by wild vegetation and accumulated materials. There was also a multitude of parasitic plant sprouts and extensive damage to the walls.

1.3. Justification for the Solution Adopted in the Project

Although the general state of the castle posed numerous problems regarding certain constructive aspects, there was sufficient data to begin the study of its comprehensive restoration, which required the repair of the damage and the valuation of the monumental complex by means of large-scale volumetric recovery, as well as the recovery of those documented elevations.
This is why, in the “Basic Project” of 2004 (Figure 4), the Krakow Charter of 2000 [2] is applied; in this and within the enumeration of the “principles for the conservation and restoration of built heritage”, it is established (in its paragraph nº 4) that:
“Reconstruction in “building style” of entire parts of the building should be avoided. The reconstruction of very limited parts of architectural significance may exceptionally be accepted if it is based on precise and indisputable documentation. If the incorporation of more extensive spatial and functional parts is necessary for the proper use of the building, the language of current architecture must be reflected in them.”
On the other hand, in this type of architectural study, there are constructive issues more typical of the scale of the architectural detail, and others more typical of the territorial scale (Figure 5).
This double scale, macro, and micro, shows the difficulty of interventions on heritage assets. In short, the lines of action that are specified (already in the 2008 Execution Project) are, with respect to the general volumetry, the following:
  • Recovery of the three sections of walls (located in the N.W., S.W., and S.E.) facing the population, which constitute the collective memory of its past: the ethnographic atavism of the citizens (Figure 6). This operation will be developed by means of a constructive language that allows a double reading of the BIC:
    (a)
    From the point of view of their integration into the environment–territory–landscape, the materials used, textures, and general tones shall not differ from the pre-existing ones.
    (b)
    From the point of view of the authenticity and integrity of the building, the different languages can be clearly differentiated so that no undesirable mimicry effects occur, even over the years.
  • The section of wall between towers A and C (facing N.E.) is considered to have its “back turned” to the town that protects the castle and “facing” the hillside with the steepest slope and most distant perspective and, on the other hand, with the aim of achieving the originality of the existing historical remains and thus having a spatial recovery with different materials to the pre-existing ones and conserving the state of “ruin” (obviously after appropriate structural–constructive consolidation) according to archaeological criteria. This action is reflected in the incorporation of a footbridge (Figure 7), thus allowing continuity in the coastal walkway at its original heights (according to the hypotheses of use) and recovering the pre-existing virtual volumetry.
Having made the previous contextualization, it is important to point out that the use of recent technologies does not imply the eradication of traditional studies in the analysis of the territory and its associated historical properties. For this reason, the general objective of this research work seeks to highlight the importance of incorporating the use of innovative technologies such as multirotor UAVs in the collection of data associated with a historical and heritage asset, in this case, taking as a case study the Castle of Cala (Huelva, Spain).
From the analysis conducted, the aim is to build a database at the regional level, which will be composed of a series of 3D models and photogrammetric studies of the territory. In a first phase, this tool will be the basis for recording data necessary for the conservation and registration of the built heritage that is part of the Galician Band, together with its natural environment. The above will streamline the obtaining of data for the development of sustainable strategies at the regional level.

1.4. Use of Innovative Tools in the Conservation and Protection of Heritage

Currently, BIM technology and GISs (Geographic Information Systems) are tools that are used in the development of research in architecture, engineering, urban planning, and construction, as well as in archaeology and the rehabilitation of buildings [3,4].
BIM (Building Information Modeling) refers to a set of working methodologies and tools characterized by the use of information in a coordinated, coherent, computable, and continuous way [5]. In this case, various methodologies associated with architecture and engineering, allow the important development of big data applied in the construction of buildings, as well as in their rehabilitation [6,7]. BIM databases may or may not be made up of a variety of comprehensive information such as spreadsheets, photographs, cartography, images and raster, etc., which must be processed to drive project management as required [8].
Finally, this technology provides a model of the building and its environment, based on the information extracted from the big data, to manage the construction of the building, its maintenance, or rehabilitation [9,10,11].
Several authors agree that a GIS facilitates the management, manipulation, and analysis of spatially referenced data, through which complex planning and management problems can be solved [3,12].
The GIS constitutes a database with geographic information, which is associated with a graphic identifier of a digital map [3], resulting in the generation of maps, reports, graphs, etc. [13] multiplying the analytical variables focused on territorial analysis [14]. Currently, research into the efficient operationalization of BIM and GISs has been increasing exponentially due to the possibilities of both technological tools [15,16]. Linked to the use of BIM and GIS technologies, the application of information obtained from UAVs has become of great interest [9,17]. UAVs intensively generate large amounts of points and information, resulting in the generation of point clouds that can vary in their properties, depending on the number of returns and/or the density of the vegetation or urban plan [17,18].
It is important to note that the versatility of the system allows working and defining the flight paths of the UAVs (Pix4D Capture in free version for programming the flight path), and the procedure can also be carried out in reverse; the flight path is designed within the programme, and the region of interest is indicated, defining the maximum altimetry required according to the type of flight path information [17].
The different typology of existing drones leads to the choice of a specific type as the most suitable for the recognition and observation of an asset of cultural interest. Specifically, the multirotor drone is presented as the most suitable. The possibilities offered by this type of UAV are clearly more advantageous than those of a fixed-wing UAV, for example. However, if the area to be studied is larger than one hectare or if the terrain is very uneven or requires observation from a high altitude, the fixed-wing UAV is the most suitable. Currently, most of the cultural assets to be studied are buildings or remains of small cities. In this sense, the predominant and most widely used typology is the multirotor UAV.
In the field of inspection [19] and observation, the use of UAVs is becoming more common, as well as in activities related to public safety [20,21]; territory mapping with different applications [22,23,24], such as agriculture [25] and mining [26]; or in inspections of public works or power lines [27].
In the field of cultural property registration, photogrammetry [28,29], which allows 3D models to be obtained, stands out. This new application of UAVs and data processing makes the use of these new technologies possible, concluding in an application to the study of archaeological [30] and heritage properties [31]. Thus, throughout this article, the use of UAVs applied to territorial analysis is shown, focusing on the territorial analysis of a heritage property, such as the Castle of Cala.
For the methodological development of the analysis of the Castle of Cala, it is convenient to specify the main characteristics, advantages, and disadvantages of the several types of UAVs (Table 1), to establish the relevance of the use of the multirotor UAV in the 3D survey of our case study.
The creation of a 3D digital model applied to heritage elements through the use of UAVs can have different objectives, although the main one is to provide essential information in the development of urban policies, as well as in land use planning [32,33]. As for the analysis of historic buildings, the creation of 3D digital models provides digital documentation [34,35,36] for the perfect conservation and reconstruction of heritage and for the support of educational programs [37], as well as for those aimed at the dissemination of heritage [38,39].
Although UAVs are presented as a complement to the use of LIDAR technology [31,40], on occasions, as in the case of the analysis of Cala Castle, they offer better results [24,41,42] since when we analyze a heritage element associated with the territory, these elements are often located in places that are difficult to access [43].
From its landscape aspect, due to the historical importance of the territory where the Castle of Cala is located and the role of Fortaleza in the regional territory, it is mentioned that in 2000, the Council of Europe adopted the European Landscape Convention (henceforth ELC) which warned of the need to integrate the landscape and its values in urban policies, as well as in cultural, environmental, agricultural, social, and economic policies [44,45,46,47,48]. In this sense, the Government of Spain, in 2012, approved the National Plan for Cultural Landscapes (PNPC), where this concept was defined as “the result of the interaction between people and the natural environment over time, whose expression is a territory perceived and valued for its cultural qualities, the product of a process, and a corner stone of a community’s identity” [49].

2. Case Study: The Castle of Cala

2.1. Andalusian Defensive Architecture

According to the P.A.D.A. (Plan for Andalusian Defensive Architecture), belonging to the General Directorate of Cultural Heritage of the Department of Culture of the Andalusian Regional Government, the defensive architecture of the Andalusian Autonomous Community constitutes a heritage of exceptional quality, due to “its historical condition as a frontier between kingdoms and civilizations” [50]. In addition, and since a multitude of landmarks still survive in the Andalusian landscape, it can be seen how towers, castles, walls, etc., are witnesses to a jurisdictional and logical reality of implantation in the physical environment.
Specifically, within the P.A.D.A., a number of objectives are prioritized, including:
  • Registering properties for computer processing using GIS-type applications, thus allowing databases to be associated with cartographic documentation and systematizing data processing.
  • To carry out conservation and restoration actions applying a methodology based on knowledge, through research processes and previous studies, and in the adaptation of projects to the characteristics and circumstances of each building.

2.2. Location and Territorial Articulation

The Castle of Cala is located in the province of Huelva, at the western end of the Sierra Morena and in the low mountain ranges [51,52]. The heritage density of this region is notable for important constructions, including a series of fortified elements (towers and castles), which are representative of 13th century military architecture. Historically, it belongs to the Banda Gallega (part of the defensive system of the Kingdom of Seville against possible Portuguese attacks). Between the castles of Cala, Real de la Jara, and Santa Olalla de Cala, a triangular visual control was established, which was strategic, given its proximity to the territories of the Order of Santiago [53], and the crossing of the Vía de la Plata was of vital importance for its regional consolidation.
The fortress stands on a 650 m. high hill, with a small plateau at its summit. The surrounding landscape corresponds to a meadow, and at its feet, the fertile plain of the river Cala stretches out. The complex is small in size and totally isolated from the town, and was probably used to house a small military garrison [52,54,55].
Cala Castle is irregular in outline but tends to be rectangular in shape. It is an enclosure enclosed by a wall of varying width, ranging from 1.93 to 2.16 m. It has a quadrangular tower at each corner and intermediate semicircular towers on three sides (Figure 8). It has a convex shape on the two longest sides, with the intermediate towers predominating, but the sides have a rectilinear layout between the towers [56,57].
There is a main gate located to the south, bounded by two perpendicular walls and a probable continuous machicolation, with two arches (semicircular and pointed) and a barrel vault; there is also a secondary gate (postern) located to the west, with an internal semicircular arch and an external pointed arch of granite ashlars framed by a rectangular slump, Between the arches, there is a barrel vault of granite ashlars, with “levelling” of courses of brick.
There are two interior staircases, attached to the walls: one near the main doorway attached to the SE side, which ascends in a NE direction, landing at the corner formed by the sides and the tower, and another, next to the postern, which is attached to the NW side of the wall and ascends in a SW direction.
The walls are built with two walls of faced masonry, with the intervening cavity filled with earth, clay, stones, and lime mortar. The sides of the walls are built on the rocky outcrop. In any case, the construction system is similar to that of other mountain fortresses such as Encinasola, Torres, Cortegana, Cumbres de San Bartolomé, Cumbres Mayores, and Santa Olalla.
The orography, as well as the course of the water have been especially important and have marked the territory. These characteristics have defined communications throughout history, as well as the location of populations in the territory [54,58]. The fortifications and their location are reflected in the cartography produced during the 17th, 18th, and 19th centuries [59,60,61]. The characterization of the territory presents a clear east–west arrangement, where the topography of the Hercynian folds orders them in a northeast–southeast direction towards the eastern end (Figure 9).
The Christian repopulation from the second half of the 13th century onwards had a large Galician–Leonese component; the Christian conquest assigned this territory to the land of Seville, creating from the 14th century onwards the so-called Banda Gallega [62,63]. Its historical definition defines it as the design of a border defence system made up of castles and fortifications [64] against Portugal in its wars with Castile [65,66]. The concentration of a rural population was the basis for the ruins of the current castles such as those of Cumbres Mayores, Cala, Santa Olalla de Cala, Cumbres de Enmedio, or Cumbres de San Bartolomé [57].
The fortifications are an example of defensive architecture, typical of this territory, such as the Castle of Cala. Its first traces date back to the Islamic period, during the Christian conquest; the Islamic enclosures were built at the end of the 13th century, and in the defensive programme against the kingdom of Portugal, the fortifications and towers of the so-called Banda Gallega stand out.
The historical importance of this group of Andalusian fortifications is still valid; therefore, the castles of the Banda Gallega have been catalogued as an Asset of Cultural Interest (BIC).

3. Methodology

Given the objective of this research, in which the analysis deals with the current situation of Cala Castle, a DJITMMAVICTM 2 Pro multirotor UAV was used. Furthermore, this UAV was considered due to the interest in surveying the castle through photogrammetry, which allowed us to produce a 3D reconstruction of Cala Castle and its territorial surroundings.
With regards to its characteristics, the work tool has omnidirectional vision systems and an infrared detection system, and a fully stabilized 3-axis gimbal with a camera with a 1st CMOS sensor (jointly developed by DJI and Hasselblad) that shoots 4K video and allows 20-megapixel photos to be obtained. It also offers DJI signature technologies such as obstacle sensing and intelligent flight modes like hyperlapse, activetrackTM 2.0, quickshot, panorama, and an advanced pilot assistance system. The Mavic 2 Pro boasts a maximum flight speed of 72 km/h and a maximum flight time of 31 min.
To take the images, the multirotor UAV was equipped with a non-metric camera with a 1/2.3″ CMOS sensor [67] and a 24–48 mm lens (35 mm format equivalent).
Subsequently, this set of images taken at different positions in the study area were processed using the 3D reconstruction software: Agisoft PhotoScan [68,69,70]. From this software, a Digital Orthophoto Map (DOM) and Digital Elevation Model (DEM) were automatically structured, with surveys that allowed us to obtain a 3D model of the Castillo de Cala and part of the territorial envelope where it is located.
Agisoft PhotoScan allows 3D models to be obtained automatically without the use of control points. This software allows the initial images to be arbitrary [71] and to be taken at any angle and position, as long as there is a minimum overlap of 70% between them. If this method of 3D model reconstruction is compared with that used by a 3D laser scanner, this method is very efficient and good results are obtained at a low cost [72], taking into account that the objective of this experimental model will be to obtain a photogrammetric reconstruction, where a high precision in terms of the coordinates of the points is not necessary [72].
For the development of this pilot experience, two analyses of the case study were considered. These studies were developed in two types of UAV flight. On the one hand, a first broad and general reconnaissance was carried out to contextualize the castle with respect to its urban and territorial environment, in order to determine, therefore, what visual impact the visitor has; and on the other hand, a second reconnaissance was carried out covering a smaller area of the urban and territorial environment, in order to be able to document the castle in more detail.

3.1. General Reconnaissance: Flight No. 1

A data collection flight was made with a trajectory from the castle to the population centre, inspecting an approximate area of 341,544 m2 (Table 2). In order to cover this route, the images were taken by positioning the camera at an angle of 90° with respect to the ground line.
The objective of this first data collection was to obtain a Digital Elevation Model (DEM) to determine the visual impact of the castle on its surroundings. To do this, the software was used, and the images obtained from the UAV were positioned consecutively, looking for common points in each shot, which is why it is important to have a 70% overlap between them.
Subsequently, high-quality, smoothly filtered depth maps and a very dense point cloud of more than 72 million points were generated. With the processing of these data, the DEM was obtained from the elaboration of the high-quality mesh model. To conclude this section, it should be noted that the DEM was processed with an error of 6.3 m (Figure 10), which is considered acceptable considering the purpose of this research, as well as the extent of the mapped area (Figure 10).

3.2. Detailed Reconnaissance: Flight No. 2

The work carried out sought to document the castle, so its survey area was limited to a smaller perimeter than the previous flight, considering an area of 12,750 m2 (Table 3). For this purpose, a double-mesh route was made, i.e., the multirotor UAV makes two meshes perpendicular to each other, taking the images at an angle of 70° and focusing on the central point of the mesh.
The objective of this second data collection was to obtain a 3D Digital Model, which would allow the documentation of this heritage building. To do this, following the same process as before, the images obtained from the UAV were aligned to subsequently generate depth maps with high quality, soft filtering, and a dense point cloud, generated from more than 72 million points. From this point cloud, a mesh was created (Figure 11), which, in turn, allowed the creation of a tessellation model.
It is important to note that this model was processed with an error of 0.97 m (Figure 12), which is considered a sufficient error because the purpose of creating the model is not applied for specific measurements but for visual documentation of the current state of the BIC.

4. Results

4.1. Digital Elevation Model

The process explained above allows corroboration of the Digital Elevation Model (Figure 13) developed.
The first reading of the photogrammetric analysis allows us to refer to the surface of the territory that was covered with the first flight (341,544 m2); the DEM has allowed us to identify a series of territorial elements that today continue to form part of the county identity to which the Castle of Cala belongs (Figure 14).
Topographically, the DEM shows that there is a considerable slope between the castle (UAV take-off point) and the current urban centre, with a distance of 93 m between both points. This height has allowed, throughout various historical processes, a complete view of the natural boundaries that delimit the region. At the same time, small valleys of the holm oak forest of the Dehesa de San Francisco can be identified, which allows livestock farming activities to be maintained.
The resolution of the DEM makes it possible to identify the permanence and continuity in the use and layout of the old historical roads. The old silver road towards the castles of Cumbres, as well as part of the 13.4 km [72] of transhumant paths (livestock trails) in the municipality of Cala are also identified. With the historical background of these paths, their continuity makes them properties that intrinsically carry with them an important heritage load at a regional level.

4.2. Three-Dimensional Model of Cala Castle

The processing and treatment of the aerial images allows us to obtain, in addition to the 3D model, a series of images (Figure 15) that allow us to document and carry out technical tasks related to the dissemination of heritage (Figure 16), with great quality and breadth and a high level of detail.
On the other hand, the 3D models provide graphic information on the current state of the BIC (Figure 17). Therefore, the use of UAVs is presented as part of new technologies applied to the analysis of heritage buildings (Figure 18), and is a complementary methodology to a series of rigorous scientific studies prior to the rehabilitation of this fortress (photographic survey, mapping of the current situation of the building, sampling, topographic survey) allowing the development of various studies in different periods of time and with different objectives.
Today, the use of UAVs in the field of heritage analysis allows the generation of 3D models and complements the collection of information on historical and heritage properties, with the aim of establishing strategies focused on the maintenance, conservation, and enhancement of the fortresses of the defensive strip of Galicia (Figure 19).
In the research work carried out for Cala Castle, the creation of the 3D model allowed us to study the current situation of both the building and the territory where it is located. For this reason, the work carried out constitutes a part of the database of heritage interest, which will later be continued with the castle of Cumbres Mayores (rehabilitated and in use) and the castle of Cumbres de San Bartolomé, studying its importance from the point of view of sustainability, which will again constitute future research work through the application of UAV technologies.
For this reason, it is considered that for this database to have a use and application, not only in the academic, scientific, and governmental sphere, the local society must be involved and consider it as part of the generation of information about the property, so that the collaborative strategies around the heritage properties are “local bottom up”, which can later be transferred to the county level.

5. Conclusions

The research work conducted supports the hypotheses on the suitability of modifying what already exists, as opposed to the production of new built elements. As a result of the 3D survey of the building, it is possible to appreciate the situation in which the refurbishment was conducted more than a decade ago. At the same time, the walkways are in perfect condition. In addition, the members of the team made a physical tour. Due to the lack of maintenance, and because of their location outside, the boxes containing the electrical installations must be checked by a technician.
To construct the relief under which this asset of cultural interest is located, the use of photogrammetry was necessary to obtain the 3D models. Regarding the survey of the surroundings of the castle, it can be recognized that the view that dominates the region is still preserved, a historical value that gave a hierarchy to the Castle of Cala with respect to the rest of the buildings in the region. While the photogrammetric survey allows us to recognize that the territory still preserves remains and traces of the continuity of traditional activities such as agriculture, this can be identified through the natural exploitation of the pastures for pigs, sheep, and goats, without forgetting that the cork industry is a determining factor in local economic development.
Firstly, it should be noted that, compared to the use of traditional surveys, the data collection time was reduced. For the dimensions of the Castle of Cala, it is shown that the use of UAVs is more practical than the use of LIDAR technology, as the use of UAVs allowed access to the surroundings of the Castle of Cala in a more agile way. As there is no maintenance, nature has once again covered the marked paths to access the castle and the surrounding area.
As a result of the work conducted, it can be affirmed that the use of innovative technologies such as UAVs is contributing to the recovery of built properties that form part of Spain’s heritage. With this first phase as a pilot experience conducted in the Castle of Cala, it is identified that the construction of a database at a regional level represents an opportunity to record specific data for each property analyzed.

Author Contributions

Conceptualization, G.M.N.-C., R.H.-L. and Á.L.-E.; Data curation, G.M.N.-C., R.H.-L. and Á.L.-E.; Writing—original draft, G.M.N.-C., R.H.-L. and Á.L.-E. The handling of the drone was the responsibility of Á.L.-E. All authors participated in data collection and analysis. All authors have read and agreed to the published version of the manuscript.

Funding

This research received no external funding.

Institutional Review Board Statement

Not applicable.

Informed Consent Statement

Not applicable.

Data Availability Statement

Data are contained within the article.

Conflicts of Interest

The authors declare no conflict of interest.

References

  1. Instituto Juan de Herrera. Documentos Internacionales: Carta de Atenas, Carta de Venecia, Carta Del Restauro, Carta de París, Carta de Amsterdam, Carta de Nairobi, Carta de Toledo y Carta de Ravello. In Cuadernos del Instituto Juan de Herrera de la Escuela de Arquitectura de Madrid; 28.01; Instituto Juan de Herrera: Madrid, Spain, 1998. [Google Scholar]
  2. ICOMOS. Carta De Cracovia 2000 Principios Para La Conservación Y Restauración Del Patrimonio Construido; ICOMOS: Paris, France, 2000. [Google Scholar]
  3. Hidalgo Sánchez, F.M. Interoperatividad Entre SIG y BIM Aplicada Al Patrimonio Arquitectónico, Exploración de Posibilidades Mediante La Realización de Un Modelo Digitalizado de La Antigua Iglesia de Santa Lucía y Posterior Análisis; Universidad de Sevilla: Seville, Spain, 2018. [Google Scholar]
  4. Pepe, M.; Alfio, V.S.; Costantino, D. UAV Platforms and the SfM-MVS Approach in the 3D Surveys and Modelling: A Review in the Cultural Heritage Field. Appl. Sci. 2022, 12, 12886. [Google Scholar] [CrossRef]
  5. Coloma Picó, E. Tecnologia BIM per Al Disseny Arquitectònic; Universitat Politècnica de Catalunya: Barcelona, Spain, 2011. [Google Scholar]
  6. Raguseo, E. Big Data Technologies: An Empirical Investigation on Their Adoption, Benefits and Risks for Companies. Int. J. Inf. Manag. 2018, 38, 187–195. [Google Scholar] [CrossRef]
  7. Pinto Puerto, F.S. La Tutela Sostenible Del Patrimonio Cultural a Través de Modelos Digitales BIM y SIG Como Contribución Al Conocimiento e Innovación Social. PH Boletín Del Inst. Andal. Del Patrim. Histórico 2018, 26, 27–29. [Google Scholar] [CrossRef]
  8. Tibaut, A.; Zazula, D. Sustainable Management of Construction Site Big Visual Data. Sustain. Sci. 2018, 13, 1311–1322. [Google Scholar] [CrossRef]
  9. Rebolj, D.; Tibaut, A.; Čuš-Babič, N.; Magdič, A.; Podbreznik, P. Development and Application of a Road Product Model. Autom. Constr. 2008, 17, 719–728. [Google Scholar] [CrossRef]
  10. Gandomi, A.; Haider, M. Beyond the Hype: Big Data Concepts, Methods, and Analytics. Int. J. Inf. Manag. 2015, 35, 137–144. [Google Scholar] [CrossRef]
  11. Mandičák, T.; Behúnová, A.; Mésároš, P.; Knapčíková, L. Current State of Knowledge—Based Systems Used in Architecture, Engineering and Construction. TEM J. 2020, 9, 716–721. [Google Scholar] [CrossRef]
  12. Llopis, J.P. Sistemas de Información Geográfica Aplicados a La Gestión Del Territorio, 2nd ed.; Editorial Club Universitario: San Vicente, Alicante, Spain, 2008. [Google Scholar]
  13. Olaya, V. Sistemas de Información Geográfica. Cuad. Int. Tecnol. Para el Desarro. Hum. 2009, 8, 15. [Google Scholar]
  14. Ferreira-Lopes, P.W.; Rolazem, J.F.M. Historical sdi, thematic maps and analysis of a complex network of medieval towers (13th–15th century) in the moorish strip. Int. Arch. Photogramm. Remote Sens. Spat. Inf. Sci. 2018, XLII–4, 177–183. [Google Scholar] [CrossRef]
  15. Zhu, J.; Wright, G.; Wang, J.; Wang, X. A Critical Review of the Integration of Geographic Information System and Building Information Modelling at the Data Level. ISPRS Int. J. Geo-Inf. 2018, 7, 66. [Google Scholar] [CrossRef]
  16. Pamart, A.; Abergel, V.; de Luca, L.; Veron, P. Toward a Data Fusion Index for the Assessment and Enhancement of 3D Multimodal Reconstruction of Built Cultural Heritage. Remote Sens. 2023, 15, 2408. [Google Scholar] [CrossRef]
  17. Mangiameli, M.; Muscato, G.; Mussumeci, G.; Milazzo, C. A GIS Application for UAV Flight Planning. IFAC Proc. Vol. 2013, 46, 147–151. [Google Scholar] [CrossRef]
  18. Petras, V.; Petrasova, A.; Jeziorska, J.; Mitasova, H. Processing uav and lidar point clouds in grass gis. Int. Arch. Photogramm. Remote Sens. Spat. Inf. Sci. 2016, XLI-B7, 945–952. [Google Scholar] [CrossRef]
  19. Zollini, S.; Alicandro, M.; Dominici, D.; Quaresima, R.; Giallonardo, M. UAV Photogrammetry for Concrete Bridge Inspection Using Object-Based Image Analysis (OBIA). Remote Sens. 2020, 12, 3180. [Google Scholar] [CrossRef]
  20. Haarbrink, R.; Koers, E. Helicopter UAV For Photogrammetry And Rapid Response. Int. Achives Photogramm. Remote Sens. Spat. Inf. Sci. Belgium 2006, XXXVI, 2–5. [Google Scholar]
  21. Nikulin, A.; de Smet, T.; Baur, J.; Frazer, W.; Abramowitz, J. Detection and Identification of Remnant PFM-1 ‘Butterfly Mines’ with a UAV-Based Thermal-Imaging Protocol. Remote Sens. 2018, 10, 1672. [Google Scholar] [CrossRef]
  22. Madurapperuma, B.; Lamping, J.; McDermott, M.; Murphy, B.; McFarland, J.; Deyoung, K.; Smith, C.; MacAdam, S.; Monroe, S.; Corro, L.; et al. Factors Influencing Movement of the Manila Dunes and Its Impact on Establishing Non-Native Species. Remote Sens. 2020, 12, 1536. [Google Scholar] [CrossRef]
  23. Kameyama, S.; Sugiura, K. Effects of Differences in Structure from Motion Software on Image Processing of Unmanned Aerial Vehicle Photography and Estimation of Crown Area and Tree Height in Forests. Remote Sens. 2021, 13, 626. [Google Scholar] [CrossRef]
  24. Frodella, W.; Elashvili, M.; Spizzichino, D.; Gigli, G.; Adikashvili, L.; Vacheishvili, N.; Kirkitadze, G.; Nadaraia, A.; Margottini, C.; Casagli, N. Combining InfraRed Thermography and UAV Digital Photogrammetry for the Protection and Conservation of Rupestrian Cultural Heritage Sites in Georgia: A Methodological Application. Remote Sens. 2020, 12, 892. [Google Scholar] [CrossRef]
  25. Xiang, H.; Tian, L. Development of a Low-Cost Agricultural Remote Sensing System Based on an Autonomous Unmanned Aerial Vehicle (UAV). Biosyst. Eng. 2011, 108, 174–190. [Google Scholar] [CrossRef]
  26. Liu, X.; Chen, P.; Tong, X.; Liu, S.; Liu, S.; Hong, Z.; Li, L.; Luan, K. UAV-Based Low-Altitude Aerial Photogrammetric Application in Mine Areas Measurement. In Proceedings of the IEEE 2012 Second International Workshop on Earth Observation and Remote Sensing Applications, Shanghai, China, 8–11 June 2012; pp. 240–242. [Google Scholar] [CrossRef]
  27. Li, Z.; Liu, Y.; Walker, R.; Hayward, R.; Zhang, J. Towards Automatic Power Line Detection for a UAV Surveillance System Using Pulse Coupled Neural Filter and an Improved Hough Transform. Mach. Vis. Appl. 2010, 21, 677–686. [Google Scholar] [CrossRef]
  28. Zarnowski, A.; Banaszek, A.; Banaszek, S. Application of Technical Measures and Software in Constructing Photorealistic 3D Models of Historical Building Using Ground-Based and Aerial (UAV) Digital Images. Rep. Geod. Geoinform. 2016, 99, 54–63. [Google Scholar] [CrossRef]
  29. Orihuela, A.; Molina-Fajardo, M.A. Uav Photogrammetry Surveying for Sustainable Conservation: The Case of Mondújar Castle (Granada, Spain). Sustainability 2021, 13, 24. [Google Scholar] [CrossRef]
  30. Muñoz-Nieto, A.L.; Rodriguez-Gonzalvez, P.; Gonzales-Aguilera, D.; Fernandez-Hernandez, J.; Gomez-Lahoz, J.; Picon-Cabrera, I.; Herrero-Pascual, J.S.; Hernandez-Lopez, D. UAV Archaeological Reconstruction: The Study Case of Chamartin Hillfort (Avila, Spain). ISPRS Ann. Photogramm. Remote Sens. Spat. Inf. Sci. 2014, II–5, 259–265. [Google Scholar] [CrossRef]
  31. Xu, Z.; Wu, L.; Shen, Y.; Li, F.; Wang, Q.; Wang, R. Tridimensional Reconstruction Applied to Cultural Heritage with the Use of Camera-Equipped UAV and Terrestrial Laser Scanner. Remote Sens. 2014, 6, 10413–10434. [Google Scholar] [CrossRef]
  32. Zwirowicz-Rutkowska, A.; Michalik, A. The Use of Spatial Data Infrastructure in Environmental Management:An Example from the Spatial Planning Practice in Poland. Environ. Manag. 2016, 58, 619–635. [Google Scholar] [CrossRef] [PubMed]
  33. Kim, J.; Moon, H.; Jung, H. Drone-Based Parcel Delivery Using the Rooftops of City Buildings: Model and Solution. Appl. Sci. 2020, 10, 4362. [Google Scholar] [CrossRef]
  34. Remondino, F.; Rizzi, A.; Girardi, S.; Petti, F.M.; Avanzini, M. 3D Ichnology—Recovering Digital 3D Models of Dinosaur Footprints. Photogramm. Rec. 2010, 25, 266–282. [Google Scholar] [CrossRef]
  35. El-Hakim, S.; Gonzo, L.; Voltolini, F.; Girardi, S.; Rizzi, A.; Remondino, F.; Whiting, E. Detailed 3D Modelling of Castles. Int. J. Archit. Comput. 2007, 5, 199–220. [Google Scholar] [CrossRef]
  36. Akca, D.; Remondino, F.; Novák, D.; Hanusch, T.; Schrotter, G.; Grün, A. Recording and Modeling of Cultural Heritage Objects with Coded Structured Light Projection Systems. In 2nd International Conference on Remote Sensing in Archaeology; Institute of Geodesy and Photogrammetry, ETH Zurich: Zürich, Switzerland, 2006; pp. 375–382. [Google Scholar] [CrossRef]
  37. Marić, I.; Šiljeg, A.; Domazetović, F. Geospatial Technologies in 3D Documentation and Promotion of Cultural Heritage—Example of Fortica Fortress on the Island of Pag. Geod. Glas. 2019, 53, 19–44. [Google Scholar] [CrossRef]
  38. Brumana, R.; Oreni, D.; Alba, M.; Barazzetti, L.; Cuca, B.; Scaioni, M. Panoramic UAV Views for Landscape Heritage Analysis Integrated with Historical Maps Atlases. Geoinform. FCE CTU 2012, 9, 39–50. [Google Scholar] [CrossRef]
  39. Pádua, L.; Adão, T.; Hruška, J.; Marques, P.; Sousa, A.; Morais, R.; Lourenço, J.M.; Sousa, J.J.; Peres, E. UAS-Based Photogrammetry of Cultural Heritage Sites: A Case Study Addressing Chapel of Espírito Santo and Photogrammetric Software Comparison. In ACM International Conference Proceeding Series; Association for Computing Machinery: New York, NY, USA, 2018; pp. 72–76. [Google Scholar] [CrossRef]
  40. Pereira, L.G.; Fernandez, P.; Mourato, S.; Matos, J.; Mayer, C.; Marques, F. Quality Control of Outsourced LiDAR Data Acquired with a UAV: A Case Study. Remote Sens. 2021, 13, 419. [Google Scholar] [CrossRef]
  41. Kršák, B.; Blišťan, P.; Pauliková, A.; Puškárová, P.; Kovanič, L.; Palková, J.; Zelizňaková, V. Use of Low-Cost UAV Photogrammetry to Analyze the Accuracy of a Digital Elevation Model in a Case Study. Measurement 2016, 91, 276–287. [Google Scholar] [CrossRef]
  42. Dubbini, M.; Curzio, L.I.; Campedelli, A. Digital Elevation Models from Unmanned Aerial Vehicle Surveys for Archaeological Interpretation of Terrain Anomalies: Case Study of the Roman Castrum of Burnum (Croatia). J. Archaeol. Sci. Rep. 2016, 8, 121–134. [Google Scholar] [CrossRef]
  43. Enríquez, C.; Jurado, J.M.; Bailey, A.; Callén, D.; Collado, M.J.; Espina, G.; Marroquín, P.; Oliva, E.; Osla, E.; Ramos, M.I.; et al. The UAS-Based 3D Image Characterization of Mozarabic Church Ruins in Bobastro (Malaga), Spain. Remote Sens. 2020, 12, 2377. [Google Scholar] [CrossRef]
  44. Jones, M.; Stenseke, M. (Eds.) The European Landscape Convention Challenges of Participation, 1st ed.; Landscape Series, 13; Springer: Dordrecht, The Netherlands, 2011. [Google Scholar] [CrossRef]
  45. Zoran V., A. European Landscape Convention. Zb. Rad. 2015, 49, 457–467. [Google Scholar] [CrossRef]
  46. Rodríguez Martínez, F. Convención Europea Del Paisaje. Cuad. Geográficos La Univ. Granada 1999, 29, 157–170. [Google Scholar]
  47. Yolanda, J.O. La Convención Europea Del Paisaje. Desarrollos Prácticos. Cuad. Geogr. 2008, 43, 20–31. [Google Scholar]
  48. Prieur, M.; Sánchez Sáez, A.J. La Convención Europea Del Paisaje. Rev. Andal. De Adm. Pública 2003, 50, 19–34. [Google Scholar]
  49. Herrero-Tejedor, T.R.; Arqués Soler, F.; López-Cuervo Medina, S.; de la O Cabrera, M.R.; Martín Romero, J.L. Documenting a Cultural Landscape Using Point-Cloud 3d Models Obtained with Geomatic Integration Techniques. The Case of the El Encín Atomic Garden, Madrid (Spain). PLoS ONE 2020, 15, e0235169. [Google Scholar] [CrossRef]
  50. Junta de Andalucía. Plan de Arquitectura Defensiva de Andalucía (PADA); Junta de Andalucía: Andalusia, Spain, 2009. [Google Scholar]
  51. Fernández Cacho, S.; Fernández-Baca, R.; Fernández, V. Paisajes y Patrimonio Cultural En Andalucía: Tiempo, Usos e Imágenes; Instituto Andaluz del Patrimonio Histórico (IAPH), Ed.; Consejería de Cultura, Junta de Andalucía: Sevilla, Spain, 2010. [Google Scholar]
  52. Molina Rozalem, J.F. Arquitectura Defensiva En Las Fronteras Del Reino de Sevilla Durante La Baja Edad Media Implantación Territorial de Las Fortificaciones y Análisis de La Banda Morisca; Universidad de Sevilla: Sevilla, Spain, 2014. [Google Scholar]
  53. Herrera Limones, R. Intervención En El Castillo de Cala ¿2001-2011?: La Transdisciplinariedad Para Un Hacer Arquitectónico Patrimonial. Rev. PH 2012, 20, 91–113. [Google Scholar] [CrossRef]
  54. Cumplido Rodríguez, C. Arquitectura Defensiva de La Banda Gallega: Castillo de Aracena & Castillo Del Cuerno; Universidad de Sevilla: Sevilla, Spain, 2019. [Google Scholar]
  55. Bomba, E.R.; Jimenez, T.R. El Castillo de Cala (Huelva): Nuevos Datos Sobre Su Cronología y La Evolución Constructiva de Las Edificaciones Bajomedievales de La Sierra de Huelva. In Proceedings of the VII Encuentro Arqueol. del suroeste Peninsula; Ayuntamiento de Aroche: Aroche, Spain, 2015. [Google Scholar]
  56. Fernández Cacho, S.; Fernández Salinas, V.; Hernández León, E.; López Martín, E.; Quintero Morón, V.; Rodrigo Cámara, J.M.; Zarza Balluguera, D. Sierra Morena de Huelva y Riveras de Huelva y Cala. Consejería de Cultura: Sevilla, Spain, 2010; pp. 463–479. [Google Scholar]
  57. Valverde Álvarez, E. Provincia de Huelva; Biblioteca Universal: Madrid, Spain, 1880. [Google Scholar]
  58. Bellin, J.N. Le Portugal et Ses Frontieres Avec l’Espagne; Chez M. Bellin: Paris, France, 1762. [Google Scholar]
  59. Instituto Geográfico Nacional. Andalucía. Mapas Generales. (1640–1650). 1994. Available online: https://www.ign.es/web/catalogo-cartoteca/resources/html/017044.html (accessed on 15 March 2024).
  60. Casquete de Prado Sagrera, N. Los Castillos de La Sierra Norte de Sevilla En La Baja Edad Media: Aproximación Histórica; Publicaciones de la Diputación Provincial de Sevilla. Sección Historia. Serie 1a 42; Diputación Provincial de Sevilla: Sevilla, Spain, 1993. [Google Scholar]
  61. Pérez Macias, J. La Banda Gallega; Universidad de Huelva: Huelva, Spain, 2016. [Google Scholar]
  62. Romero Bomba, E.; Rivera Jiménez, T. Los Castillos de La Banda Gallega: Aportaciones a Su Conocimiento Desde La Arqueología. In Paisajes, Tiempo y Memoria: Acercamientos a la Historia de Andalucía; Pérez Macías, J., Carriazo Rubio, J., Gavilán Ceballos, B., Eds.; Uhues Piblicaciones: Huelva, Spain, 2012; pp. 99–128. [Google Scholar]
  63. Duclos Bautista, G. Arquitectura Defensiva En La Frontera de Andalucía: Las Fortificaciones Abaluartadas de La Raya Con Portugal; Huelva, Spain, 2010. Available online: https://www.fortificacionesenlaraya.eu/ (accessed on 15 March 2024).
  64. Romero Bomba, E.; Rivera Jiménez, T.; Fondevilla Aparicio, J.J. Fortificaciones Bajomedievales de La Banda Gallega: Caracterización Del Itinerario Cultural Transfronterizo; Rivera Jiménez, T., Fondevilla Aparicio, J.J., Eds.; Junta de Andalucía, Consejería de Cultura: Sevilla, Spain, 2018. [Google Scholar]
  65. Garduza-González, S.; Gómez-Castañeda, F.; Moreno-Cadenas, J.A.; Ponce-Ponce, V.H. Prototipo Sensor de Imagen CMOS Con Arquitectura de Modulación a Nivel Columna. Ing. Investig. y Tecnol. 2016, 17, 237–250. [Google Scholar] [CrossRef]
  66. Barbasiewicz, A.; Widerski, T.; Daliga, K. The Analysis of the Accuracy of Spatial Models Using Photogrammetric Software: Agisoft Photoscan and Pix4D. E3S Web Conf. 2018, 26, 00012. [Google Scholar] [CrossRef]
  67. Gabriela, W.; Jakub, Ł. Use of Close-Range Photogrammetry and UAV in Documentation of Architecture Monuments. E3S Web Conf. 2018, 71, 00017. [Google Scholar] [CrossRef]
  68. Kaimaris, D.; Patias, P.; Sifnaiou, M. UAV and the Comparison of Image Processing Software. Int. J. Intell. Unmanned Syst. 2017, 5, 18–27. [Google Scholar] [CrossRef]
  69. Jebur, A.; Abed, F.; Mohammed, M. Assessing the Performance of Commercial Agisoft PhotoScan Software to Deliver Reliable Data for Accurate 3D Modelling. MATEC Web Conf. 2018, 162, 03022. [Google Scholar] [CrossRef]
  70. Li, X.Q.; Chen, Z.A.; Zhang, L.T.; Jia, D. Construction and Accuracy Test of a 3D Model of Non-Metric Camera Images Using Agisoft PhotoScan. Procedia Environ. Sci. 2016, 36, 184–190. [Google Scholar] [CrossRef]
  71. Sona, G.; Pinto, L.; Pagliari, D.; Passoni, D.; Gini, R. Experimental Analysis of Different Software Packages for Orientation and Digital Surface Modelling from UAV Images. Earth Sci. Inform. 2014, 7, 97–107. [Google Scholar] [CrossRef]
  72. Caminos Libres. Registro de Vias Pecuarias de Huelva. Available online: https://caminoslibres.es/inventarios-de-vas-pecuarias/registro-vias-pecuarias-de-andalucia/ (accessed on 15 March 2024).
Figure 1. Image of the archaeological intervention process.
Figure 1. Image of the archaeological intervention process.
Architecture 04 00015 g001
Figure 2. On-site data collection, 2001 (On the plan, the letters A–G indicate the points where the survey was carried out).
Figure 2. On-site data collection, 2001 (On the plan, the letters A–G indicate the points where the survey was carried out).
Architecture 04 00015 g002
Figure 3. Initial state, before the architectural intervention.
Figure 3. Initial state, before the architectural intervention.
Architecture 04 00015 g003
Figure 4. Project plan.
Figure 4. Project plan.
Architecture 04 00015 g004
Figure 5. Post-intervention photo, 2012.
Figure 5. Post-intervention photo, 2012.
Architecture 04 00015 g005
Figure 6. View of the parade ground: after the intervention, 2012.
Figure 6. View of the parade ground: after the intervention, 2012.
Architecture 04 00015 g006
Figure 7. Photograph of the catwalk, 2012.
Figure 7. Photograph of the catwalk, 2012.
Architecture 04 00015 g007
Figure 8. Northeast elevation, before the rehabilitation of the BIC, year 2000.
Figure 8. Northeast elevation, before the rehabilitation of the BIC, year 2000.
Architecture 04 00015 g008
Figure 9. Location of Cala Castle in cartography from the 17th century.
Figure 9. Location of Cala Castle in cartography from the 17th century.
Architecture 04 00015 g009
Figure 10. Camera positions and error estimators. The color indicates the error in Z, while the size and shape of the ellipse represent the error in XY.
Figure 10. Camera positions and error estimators. The color indicates the error in Z, while the size and shape of the ellipse represent the error in XY.
Architecture 04 00015 g010
Figure 11. Image of the generated mesh.
Figure 11. Image of the generated mesh.
Architecture 04 00015 g011
Figure 12. Camera positions and error estimators. The color indicates the error in Z, while the size and shape of the ellipse represent the error in XY.
Figure 12. Camera positions and error estimators. The color indicates the error in Z, while the size and shape of the ellipse represent the error in XY.
Architecture 04 00015 g012
Figure 13. Digital Elevation Model (DEM).
Figure 13. Digital Elevation Model (DEM).
Architecture 04 00015 g013
Figure 14. General survey of the territory.
Figure 14. General survey of the territory.
Architecture 04 00015 g014
Figure 15. South elevation; image obtained from the photogrammetric process, 2020.
Figure 15. South elevation; image obtained from the photogrammetric process, 2020.
Architecture 04 00015 g015
Figure 16. West elevation; image obtained from the photogrammetric process, 2020.
Figure 16. West elevation; image obtained from the photogrammetric process, 2020.
Architecture 04 00015 g016
Figure 17. Southwest elevation; image obtained from the photogrammetric process, 2020.
Figure 17. Southwest elevation; image obtained from the photogrammetric process, 2020.
Architecture 04 00015 g017
Figure 18. East elevation; obtained from the photogrammetric process, 2020.
Figure 18. East elevation; obtained from the photogrammetric process, 2020.
Architecture 04 00015 g018
Figure 19. Northwest elevation; image obtained from the photogrammetric process, 2020.
Figure 19. Northwest elevation; image obtained from the photogrammetric process, 2020.
Architecture 04 00015 g019
Table 1. Typology of UAVs.
Table 1. Typology of UAVs.
Features
Fixed wingAircraftIt is based on the fixed-wing principle for lift. May or may not have any propulsion system such as propellers or turbines.
Rotating wingHelicopterIts lift principle is based on rotating wings. The difference with multirotors is that it consists of a single sustaining rotor, which implies the existence of an anti-rotor.
MultirotorLike the helicopter, the multirotor bases its lift on the principle of rotating wings. The difference is that there is more than one rotor, making the anti-rotor unnecessary.
Advantages
Fixed wingAircraftGreater autonomy.
They can achieve higher travel speeds.
Rotating wingHelicopterIt allows stationary flights.
It has total freedom of movement in all three axes.
MultirotorGreater stability.
Greater mechanical simplicity compared to the helicopter.
Disadvantages
Fixed wingAircraftIt does not allow stationary flights.
Slow speed on course changes.
Rotating wingHelicopterLess autonomy.
Increased mechanical complexity, greater likelihood of breakdowns, and higher maintenance costs.
MultirotorReduced range compared to fixed-wing aircraft.
Increased mechanical complexity compared to fixed-wing aircraft
Table 2. Details of Flight No. 1.
Table 2. Details of Flight No. 1.
UAVMultirotor-DJI Mavic 2
Date27 June 2020
TypeGrid
Flight time16 min
Dimensions399 m × 856 m
Number of images315
Overlap80–70%
Camera angle90°
Altitude115 m
Path8011 m
Table 3. Details of Flight No. 2.
Table 3. Details of Flight No. 2.
UAVMultirotor-DJI Mavic 2
Date27 June 2020
TypeDouble Grid
Flight time14 min
Dimensions102 m × 125 m
Number of images330
Overlap80–70%
Camera angle70°
Altitude 30 m
Path2169 m
Disclaimer/Publisher’s Note: The statements, opinions and data contained in all publications are solely those of the individual author(s) and contributor(s) and not of MDPI and/or the editor(s). MDPI and/or the editor(s) disclaim responsibility for any injury to people or property resulting from any ideas, methods, instructions or products referred to in the content.

Share and Cite

MDPI and ACS Style

Núñez-Camarena, G.M.; Herrera-Limones, R.; López-Escamilla, Á. Use of Unmanned Aerial Vehicle Technology in the Protection of Goods of Cultural Interest (GCIs): The Case of the Castle of Cala (Huelva, Spain). Architecture 2024, 4, 247-266. https://doi.org/10.3390/architecture4020015

AMA Style

Núñez-Camarena GM, Herrera-Limones R, López-Escamilla Á. Use of Unmanned Aerial Vehicle Technology in the Protection of Goods of Cultural Interest (GCIs): The Case of the Castle of Cala (Huelva, Spain). Architecture. 2024; 4(2):247-266. https://doi.org/10.3390/architecture4020015

Chicago/Turabian Style

Núñez-Camarena, Gina M., Rafael Herrera-Limones, and Álvaro López-Escamilla. 2024. "Use of Unmanned Aerial Vehicle Technology in the Protection of Goods of Cultural Interest (GCIs): The Case of the Castle of Cala (Huelva, Spain)" Architecture 4, no. 2: 247-266. https://doi.org/10.3390/architecture4020015

APA Style

Núñez-Camarena, G. M., Herrera-Limones, R., & López-Escamilla, Á. (2024). Use of Unmanned Aerial Vehicle Technology in the Protection of Goods of Cultural Interest (GCIs): The Case of the Castle of Cala (Huelva, Spain). Architecture, 4(2), 247-266. https://doi.org/10.3390/architecture4020015

Article Metrics

Back to TopTop