Non-destructive assessment of a buried rainwater cistern at the Carthusian Monastery ‘ Vall de Crist’ (Spain, 14th century) derived by microgravimetric 2D modelling

• Published in: Journal of cultural heritage 2007-04, Vol.8 (2), p.197-201
• Main Authors: Abad, Isabel Rodríguez, García, Francisco García, Abad, Irene Rodríguez, Blanco, Manuel Ramírez, Montalvá Conesa, Jose Luis, Marco, Javier Benlloch, Lladró, Rafael Capuz
• Format: Article
• Language: English
• Subjects: 2D modelling; Bouguer gravity anomalies; Carthusian Monastery ‘ Vall de Crist’; Cultural heritage; Microgravimetry; Restoration and maintenance
• ISSN: 1296-2074; 1778-3674
• DOI: 10.1016/j.culher.2006.10.009

The microgravity method is one of the geophysical tools used in engineering and environmental and archaeological researches, where the detection of subsurface cavities or buried structures is essential. In this study, this technique has been revealed to be an efficient and respectful tool for use in Cultural Heritage restoration studies, such as those carried out in the restoration of historical sites in which the elements to be examined are beneath a shallow coating of material. Therefore, the aim of this microgravimetric survey is to define the exact position and dimensions of a subsurface structure (rainwater cistern) through microgravity response of the medium. For this purpose, the subsurface structure of San Gerónimo Cloister of the Vall de Crist Carthursian Monastery (14th century) has been researched. This monastery was known to be the largest Carthusian Monastery in the region of Valencia (Spain) and one of the most remarkable of the ancient Corona de Aragón. A rectangular grid of microgravity measurement station points was designed to cover the entire surface of the cloister. In addition, a microgravimetric profile was acquired along a hillside close to the Carthusian buildings in order to obtain the density value of the medium. The study was performed using a LaCoste&Romberg D203 gravimeter to detect and to map the shallow subsurface rainwater cistern that probably exits beneath it. This gravimeter has a sensitivity of approximately 1 μgal (μgal = 1.10 −8 ms −2) and an accuracy of 3–5 μgal for relative gravity measurements. Two contour maps were calculated (observed gravity and Bouguer gravity values) in order to improve the interpretation results. On these maps we can observe the shape of the body that is causing the perturbation in gravity values. And what is more, it led us to deduce that the central area of the cavity is deeper than the border area. In addition, we can asses that the cavity is 8 m wide and 12 m long, and is symmetrical along its longitudinal axis, but not along its transversal axis. Also, a microgravimetric inversion was performed and the subsurface is split into 7 prisms and the depth and height of each is to be estimated separately. As a result of this inversion we can estimate that the ceiling of the cistern is located about 1 m under the cloister pavement and the cistern floor at a depth of 4 m. The cistern is slightly inclined towards one of its edges by about 20 cm. Finally, the 2D modelling derived by microgravimetric