1. Introduction
Water is an essential component of our planet, playing a vital role in the development and growth of civilizations. Since the dawn of humanity, mankind has utilised water as an energy source, including but not limited to fulling mills, watermills, and irrigation wheels. Hydraulic force is ubiquitous across civilizations in different fields, such as agriculture, transport, and mining [
1]. Its application in mining has been crucial for supply, mineral washing, and ultimately removing waste materials from mines [
2,
3].
Driving the necessary resources to initiate mining operations required a well-defined hydraulic system, allowing water collection and supply to the main mining centres. This technology is often based on canals comprising a large-extent drainage system and water reservoirs. Some of them are locally known for being part of ancient cart tracks, the
carriles—
corrugus, referred to by Pliny the Elder [
4]—as they are locally known [
5], constitute a network through which water flowed by gravity to the main mining areas during Roman times [
6]. The first works on Roman gold mining in the Northwest Iberia that managed to decipher the magnitude of this extraordinary hydraulic work were undertaken by Lewis and Jones [
7] and Jones and Bird [
8]. These authors identified some remains of this intricate mining complex, such as the coined Montefurados (i.e., Montefurado tunnel) and other unique hydraulic elements of Roman mining, such as the kilometre-long network of canals directed to Las Médulas mine, which they detailed in its final section, as well as a set of water reservoirs associated with mining activities.
The first systematic works were carried out to understand the Roman’s mining context, in which the gold mining operations were developed in Northwest Iberia (
Figure 1A). Scientific research was mainly focused on the archaeological and mining study of one of the largest Roman mining complexes of international relevance, the gold mine of Las Médulas [
9,
10]. Internationally recognised for its archaeological importance, this mine was designated a UNESCO World Heritage Site in 1997 [
11,
12,
13]. However, the hydraulic network was excluded from this declaration, despite its relevance for the development of mining activities and probably, given the enormous spatial extent of the network, exceeding 700 km, which comprises the regions of La Cabrera and Montes Aquilianos-Teleno [
14].
Although not included in the Las Médulas World Heritage site, the mine’s canal system is the subject of considerable ongoing scholarly attention. Early in the new millennium, Sánchez-Palencia and Sastre-Prats [
5] summarised the existing state of knowledge about the Las Médulas hydraulic system identifying seven canals from La Cabrera and two more from Valdueza, with these authors acknowledging that their exact number “is little less than impossible to know, given the poor state of conservation of their layout” (p. 241). The maximum length of this hydraulic network would exceed 147.2 km (ca. 100 miles according to Pliny the Elder’s testimony), constituting at least a system between 80 and more than 100 km between its northern and southern slopes of the Montes Aquilianos-Teleno, respectively [
15].
The first modern attempts to map the hydraulic network were made in 2004, revealing around 600 km of canals. New research has since uncovered up to 700 km of canals [
14,
16]. These maps were generated using known sections of the canal as control points and Geographic Information Systems to extrapolate a possible trajectory from point to point [
17]. However, due to the assumptions of the model, specifically that the slope of a canal remains constant along its entire length, this method can lead to non-physical results, such as the prediction that the water would have been running uphill in some sections of the canals. Variations in canal slope are, in fact, present (from 0.15 to as much as 0.40%; [
16]) across the hydraulic network. The canal slope depends on the local orography and lithology; of the presence of available water resources in the area; and which section is being supplied (i.e., upper, middle, and lower) within the mining complex framework [
18].
Initially, the mapping of the hydraulic system relies on historical aerial photography from the “Vuelo Americano (Serie B, 1956)” [
13,
19,
20,
21]. The scale of these images and the sparse vegetation due to the intense livestock farming activity in the area at the beginning of the last century allowed for the identification of many of the canal traces. However, the sparse contrast of the black-and-white images and the presence of the wooded regions made it difficult to study many sections of the hydraulic network, due to its large extent.
The development of airborne LiDAR and other geomatic aids such as Unmanned Aerial Vehicles (UAVs) to carry a variety of sensors has greatly improved our ability to investigate archaeological sites. In particular, they enable remarkably accurate mapping of archaeological features even where thick vegetation would prevent visual identification. Thus, such techniques have been employed successfully at several mining sites in Northwest Iberia to examine their hydraulic networks [
18,
22,
23]. Even more detailed mapping of this kind of site has been enabled by the introduction of Geographic Information Systems (GIS), which use digital terrain models (often generated from LiDAR data) to visualise geographic information [
17]. The large amounts and complexity of the data involved in GIS do limit its usefulness due to the risks of generalisation and difficulties of interpretation. However, this may be overcome with recent advances in artificial intelligence as described by Fernández-Alonso et al., who taught a neural network to identify mining remains from UAV-derived images [
24].
Additionally, the hydraulic infrastructure was essential to Roman gold mining operations and its construction has had a lasting impact on the surrounding landscapes, crucial for our understanding of the evolution of mining landscapes [
3]. Until now, there has not existed any detailed and complete open access digital cartography of the Roman hydraulic network.
This work provides a new and precise cartography of the Las Médulas hydraulic network. To achieve this goal, we implemented a novel methodology that enables a precise modelling of canal trajectories employing advanced geomatic techniques to pinpoint existing remains in combination with a Matlab trajectory-mapping script to fill in missing sections using digital terrain models.
The map provides answers to some questions that were still unanswered, such as the reason for the construction of an extensive hydraulic system, the variations in canal slope, and the interruptions observed in some canals across their length. In addition, the generated 3D map will serve as a tool to help in decision-making in managing the Las Médulas UNESCO World Heritage Site, as a basis for future research works, and to enhance the open access public diffusion of such an impressive piece of cultural heritage in Europe.
4. Material and Methods
To complete the new map of the Roman hydraulic network at the Las Médulas mining complex, a combination of techniques was necessary. Initially, a field campaign was undertaken to locate existing archaeological remains using GPS-RTK. Additionally, an extensive visual analysis was conducted based on aerial orthophotography from various flights, ranging from the “Vuelo Americano (Serie B, 1956)” to the most recent PNOA2020 (Plan Nacional de Ortofotografía Aérea), to detect possible traces. Then, a Matlab script was used to interpolate the possible routes of canals by a 2 m digital elevation model from Download Center of National Center for Geographic Information (
https://centrodedescargas.cnig.es/CentroDescargas/modelo-digital-terreno-mdt02-segunda-cobertura, accessed on 4 January 2024).
Canal remains were located using a GNSS receiver (GG04 plus Professional: Leica Geosystems, Leica Geosystems A.G., Heerbrugg, Switzerland) combined with the Leica GNSS network. The mountainous nature of the terrain in the study area means that 4G connectivity is not always stable, thus, to obtain RTK data, the Leica SMARTLINK system was used (
Figure 6). This satellite-based system enables extremely precise positioning (RMSxyz~8–10 cm).
The Matlab script is a straightforward script that automatically traces a constant-slope trajectory from a starting point defined by geographic coordinates. The slope can be positive or negative, depending on whether the trajectory follows an upstream or downstream path. This trajectory is plotted on a Digital Terrain Model (DTM), where a series of calculated points outline the determined path. A MDT02 was downloaded from the cartography download centre of the National Geographic Institute of Spain (available at:
https://centrodedescargas.cnig.es/CentroDescargas/index.jsp. Accessed on 26 August 2024). This digital model has a resolution of 2 × 2 m, and it was generated from LiDAR flights as part of the second coverage stage of Spain’s National Aerial Orthophotography Plan (PNOA). The coordinate reference system is EPSG25829, and orthometric altitudes are used.
The script requires three input parameters: the desired slope, a search radius for identifying the next point, and an approximate initial azimuth of direction. Once these parameters are set, the algorithm evaluates all elevations within the search radius across a wide arc (270°) in the direction of advance. By fitting a continuous function to the absolute elevations retrieved from the DEM, the script determines the theoretical direction that meets the specified slope condition. A new point along the trajectory is then established in this direction at the corresponding distance and theoretical elevation. Although the DEM’s actual elevation at that point may not precisely match the theoretical elevation, the algorithm consistently relies on accurate DEM altitudes for slope calculations, ensuring that the theoretical trajectory closely follows the DEM.
In addition to the DEM, the script utilises a slope and aspect digital models to prevent unexpected changes in direction. This issue arises because, for any given slope, there are always two possible uphill directions with the same positive gradient and two downhill directions with the same negative gradient. For slopes as gentle as those required for tracing Roman canal trajectories (typically around 0.15–0.40%), the angle between these opposing directions can approach 180°. To address this, the script selects the correct direction by identifying the path of minimum slope in the slope and aspect digital models closest to the azimuth of the previous segment.
Another challenge the script tackles is when a calculated point lands in a local minimum (such as a depression or sinkhole) or a local maximum (like the peak of a small hill) in the DEM. For example, if the downstream trajectory encounters a pool, all surrounding points will be higher, making it impossible to find a direction that satisfies the slope condition. In such cases, the script incrementally increases the search radius until it identifies a lower point that continues the descent. Similarly, for upstream paths, if a local maximum is reached, the search radius will be expanded until a higher point is found that meets the required slope.
After calculating the trajectory, the series of points can be exported as a polyline in Shapefile or DXF format using the MapTool Boox Matlab libraries. The resulting polyline typically spans 5 to 20 km. Users can overlay this polyline on aerial images to monitor and recognise traces or other indicators of the canal’s presence. This also allows for fine-tuning the slope through successive iterations.
5. Results
In this study, 41 canals were identified, mapped and distributed between La Cabrera (southwest) and El Bierzo (northeast) sectors, leading to a total length of 1110 km, including the observed and the interpolated traces (
Figure 7). All data were published opensource in Zenodo open repository [
55]. The canals were named according to the nearest town, including two letters that identify them, along with the elevation of the canal catchment area. If the canal reached Las Médulas, the letter “M” was included in the name. Additionally, the interpolated sections of the canals and the sections of the canals within Las Médulas are shown with a dashed line and include “_disc” in its name.
Table 1 summarises some key details of all 41 canals (identified according to their alphanumeric code) including their initial and final altitudes, their total lengths and average slopes.
The LB_M_1241 canal is the lengthiest complete observed canal, reaching 136.5 km to Las Médulas, but LB_M_1170 could be the longest with 145 km with our interpolated trace.
The La Cabrera zone contains 33 known canals; however, only 6 of them were used by the Romans to exploit Las Médulas (i.e., Mirador de Orellán, La Frisga, and Yeres sectors). The remainder relates to the satellite mines of the surrounding area (e.g., terraces and alluvial deposits) or do not even reach the vicinity of Las Médulas, ending in other mining sectors. Eight (three long-distance, three short-distance and two connecting water deposits in the mining area) of these canals end at the Llamas de Cabrera mining sector (Valdecorrales/La Petadura valleys), two in La Baña, two in Robledo de Losada and six in the Corporales area, among others. All these canals are treated in detail in this section. Regarding the El Bierzo area, eight canals were mapped, all of them running to Las Médulas. They supplied water to the oldest sectors located in the lower parts of the mine (e.g., La Frisga/Carucedo), while the more recent ones supplied water to the upper sectors of Las Médulas (e.g., Mirador de Orellán and surrounding areas).
In the La Cabrera area, six canals reach Las Médulas. In order from lowest to highest elevation, the first of them is the OD_M_645 canal. This canal captures water in the Cabrera River, near Odollo, at an altitude of approximately 645 m. This canal runs for 45 km with a mean slope of 0.160% and ends in the lower sectors of Las Médulas exploitation, between Salas de la Ribera and Yeres. Furthermore, this canal was used in other upstream exploitations, like the one in Santalavilla or near Llamas de Cabrera
The LO_M_933 canal is born near Losadilla, at 933 m of altitude, in the Cabrera River as the OD_M_645 canal, and enters the Médulas exploitations near the north of Yeres, with a total length of 97 km and an average slope of 0.150%.
The LB_M_1170 can be observed from the Valdecorrales Stream, in Llamas de Cabrera at 984 m a.s.l., reaching Las Médulas after 34 km. However, using the new Matlab tool, this canal could be extended to the Lake La Baña valley, where a canal was observed running in the direction of La Baña. In this case, this theoretical section of the canal could have been used in some exploitations, especially in the upper areas, like La Baña and Losadilla, but no remains were observed in the middle section between La Baña and Llamas de Cabrera. Considering all these sections as the same canal, the total length would ascend to 145 km, starting at 1170 m a.s.l. with an average slope of 0.216%, being, then, the longest canal of the Las Médulas hydraulic system. Likewise, our new tool provides extraordinary help during fieldwork and could be used in the future with the objective of finding any remains in this section that could confirm that this section really exists. Moreover, another of the big facilities that this tool provides is the interpolation of the trace when this is totally missed.
The LB_M_1241 canal is the longest complete canal and one of the best preserved that reaches Las Médulas. Born in the La Faeda Stream, in the locality of La Baña, runs for 136.5 km. The catchment area is located at 1241 m of elevation and reaches Las Médulas with an average slope of 0.222%. This canal was also used in other gold exploitations upstream at Pombriego and Santalavilla. The latter is located at Hortoloceños, La Guiana and Valparadille Stream valleys.
The TR_M_1334 canal is the second-largest complete canal of the Las Médulas hydraulic system, with 122 km and a mean slope of 0.293%. The catchment area is in the Truchillas River at 1334 m a.s.l. This river belongs to the Duero River basin, involving a transfer of water between hydrographic basins, as the Cabrera River belongs to the Miño-Sil basin, carrying out the basin transfer at the Puerto de Peña Aguda, in Corporales, and descending downstream to Las Médulas from here. This is one of the canals that supplied water to the Campo de Braña deposit, the highest reservoir used for the exploitation of the upper sectors of Las Médulas, at 976 m a.s.l. This canal could also be used in the same exploitations mentioned before for the LB_M_1241 canal, besides other minor exploitations that can be found near Iruela and Baillo, before the basin transfer. It is possible to observe two steps in the trace of this canal, one in the Valdecorrales Stream, at 1070 m a.s.l. approximately, and another in the Cabo River, at 1210 ma.s.l.
The OD_M_1282 canal is the highest one that goes to Las Médulas from the La Cabrera area. Water catchment is found at 1282 m a.s.l. in the La Sierra River. This canal presents two steps in its trace, one in the Valdecorrares Stream (as TR_M_1334), and the other in the next valley downstream. This canal was also used in Valparadille Stream valley exploitation and in the lowest areas of the Llamas de Cabrera exploitations. With an average slope of 0.435%, it ends up in the Rozana hill, at 1094 m a.s.l., after 43 km, although more research and fieldwork are needed to determine how the Romans guided this canal to Las Médulas. In this last valley, this canal runs over 40 m above what was proposed until now, verifying this fact with field points taken with high precision in obvious remains of the canal.
From El Bierzo sector, eight canals provide water to Las Médulas, the three highest and longest of them being especially important. Of these three canals, the lowest is the MV_M_895. This canal catchment is in Montes de Valdueza, in the Montes Stream, at 895 m a.s.l. It finds Las Médulas area near Orellán, at 762 m a.s.l. and presents an average slope of 0.176%. MV_M_917 also captures water in the Montes Stream, at 917 m a.s.l. This canal runs parallel with MV_M_895 until the end in Las Médulas, with practically the same slope of 0.178%. The main difference between these two canals is the area of Las Médulas they exploit. PS_M_1117 is the highest of these three canals. It collects water in Peñalba de Santiago, in del Aro Stream, at 1117 m a.s.l. This canal ends at Mirador de Orellán, at 942 m a.s.l., with an average slope of 0.258%. From El Bierzo sector, there are also five more canals supplying water to Las Médulas exploitation, but much smaller and water transportation capacity, collecting water in the streams near the area, and mainly used for working the lower sectors of the exploitation. These canals are CA_M_505, CA_M_516, CA_M_575_disc, CA_M_602_disc and VO_M_733.
Despite Las Médulas being the most significant exploitation in the area, there are other noteworthy exploitations in the Cabrera River basin that must also be considered, each with its own specific canals. One of them is in the Valdecorrales Stream valley in Llamas de Cabrera. In this region, there exists an extraordinary network of underground galleries in primary deposits, as well as hydraulic mining works, with a total of eight canals dedicated exclusively to this exploitation. The three main canals that supply water for the mining labours in this area are LL_1391, LL_1536 and LL_1664. Based on field observations, the high altitude of these canals and the terrain’s morphology suggests the presence of numerous snowfields that could have provided water for them, rather than being supplied from nearby streams. Additionally, we found evidence of a new, higher water deposit used in this area, situated at an altitude of 1645 m and supplied by the LL_1664 canal. Several minor canals were also mapped in this area, including LL_1329, LL_1363, LL_1448, LL_1414 and LL_1523. The OD_M_1282 canal was also employed in the lower areas of these exploitations.
The Santalavilla mine, another important site in the La Cabrera zone, was served by at least three canals: the OD_M_645, OD_625 and AM_889 canals. The OD_M_645 canal was explained before as one of the main canals of Las Médulas, reinforcing that Santalavilla mines are younger than the exploited sector of Las Médulas, suggesting the advancing mining works upstream; otherwise, canals would be destroyed. The OD_625 canal could have taken water from either the Cabrera River or the nearby Villarino Stream at 625 m a.s.l. Its main purpose was to exploit the lower areas of Santalavilla and was also used in surrounding exploitations at El Miédalo. It is 11.7 km long with an average slope of 0.185%. Something similar occurs with the AM_889 canal as with the LB_M_1170 canal. The main idea is that it starts in the Villarino Stream, at 705 m a.s.l. and with a total length of 16.8 km and an average slope of 0.252%; it was also used for the upper areas of the Santalavilla and nearby exploitations, like OD_625. However, another canal was found upstream of the Cabrera River, near Ambasaguas. This canal catches water at 889 m a.s.l. in the Santa Eulalia River and exploits some Cabrera River terraces northeast near Robledo de Losada. This canal can be found near Saceda, where any trace is lost, but, interpolating the trace from this point downstream, this can match the Santalavilla upper canal, existing the possibility that they are the same. In this case, this canal would be 47.7 km long with an average slope of 0.480%. Another canal that may have been used is the LL_734, which features a small pass carved into the rock near its catchment area in the Valdecorrales Stream valley. It has an average slope of 0.180% and extends northeast to Pombriego, covering 16 km.
In the Robledo de Losada exploitations, another canal was found. This canal, the EN_912, originates in Encinedo, along the Cabrera River, at an elevation of 912 m, and extends for 10.5 km to reach Robledo de Losada with an average slope of 0.186%. It exploits a small ditch near the terraces exploited by AM_889.
The Moyabarba site (LL_542) represents a lower canal that takes water from the Cabrera River, near Llamas de Cabrera, 542 m a.s.l. Along its length, it was used to work the higher terraces of the Cabrera River and the exploitations located in an ancient meander of the Sil River at A Medua. This canal spans 36 km with an average slope of 0.336%. Further downstream, at 511 m a.s.l., another canal, the LL_511, was constructed to exploit the lower terraces. The LL_551 canal closely follows the layout of LL_542, ending in the lower area of the same Sil River terrace, with a total length of 30 km and an average slope of 0.375%. These two canals exploited almost every terrace along the left margin of the Cabrera River. Two additional canals were constructed on the right margin of the Cabrera River to serve a similar purpose, while also exploiting areas near Pombriego. Like in the opposite margin, one canal was dedicated to the lower terraces (SA_526), and the other to the higher ones (LL_543). Both canals catch water from the Cabrera River. The SA_526 begins at an elevation of 526 m and ends in Pombriego, serving an exploitation located within the village itself, after covering 8.7 km with an average slope of 0.207%. The LL_543 canal starts at 543 m a.s.l. and extends for 13 km with an average slope of 0.2%, ending downstream from Pombriego and supplying water to two smaller exploitations. Therefore, it is also very likely that these canals reaching Las Médulas from the La Cabrera area, except for the OD_M_1282, were utilised in Pombriego’s exploitations, along with the LL_734 canal.
Two canals were mapped in Santa Eulalia de Cabrera. The SE_1014 canal starts in the village of Santa Eulalia itself, in del Pedracal Stream. This short canal, measuring only 1.5 km in length, exploits some terraces of the right margin of the Ricasa Stream. Due to its short run and the terrain’s morphology, this canal has an average slope of 3%. The other canal, the SE_1361, is located much higher, beginning at an elevation of 1361 m in del Argañal Stream. The main purpose of this canal was to supply water to an exploitation located in the Manzanedo Stream valley. This canal has a length of 14 km and an average slope of 0.838%.
The LL_749 is a small canal that catches water from the Valdecorrales Stream at an elevation of 749 m. The unique aspect of this canal is that, unlike the other canals that progress downstream along the right margin of the Cabrera River, it flows upstream towards minor exploitations located Northwest of Llamas de Cabrera. A rock-cut step is visible near the beginning of the canal.
Most of the canals and exploitations on the La Cabrera side are situated along the appropriate margin of the Cabrera River. However, two canals can be found on the left margin in La Baña. Between La Baña and Losadilla, there is a minor terrace exploitation served by the LB_1019, a small canal that diverts water from the Cabrera River. This canal is only 1.64 km long and has an average slope of 0.2%. The other canal, the LB_1179, originates at an altitude of 1179 m in the Lake Stream, very close to the LB_M_1170. This canal was used in an exploitation located just north of La Baña. It has a length of 6.4 km and an average slope of 0.196%.
Finally, five other minor canals are in Corporales, all of which draw water from the Eria River. The two upper canals, CO_1537 and CO_1501, originate at the river’s source, beginning at elevations of 1537 m and 1501 m, respectively. These canals have total lengths of 4.9 km and 4.3 km, with average slopes of 0.203% and 0.208%. They were directed towards a nearby, smaller exploitation. The CO_1434 canal also begins at the source of the Eria River, at an elevation of 1434 m, but follows a different path along the left margin of the Eria River. This canal has a length of 1.2 km, resulting in a steep slope of 4.320%. It was used for a minor exploitation located in the catchment area of the Mascariel Stream. The CO_1336 canal captures water at 1336 m a.s.l., passing north of the Castro de la Corona and supplying water to an exploitation located to the west of Corporales. This canal has a total length of 9 km and an average slope of 0.410%. The remaining two canals, CO_1251 and CO_1248, start at elevations of 1252 m and 1248 m, respectively. Their purpose was to supply water to an exploitation located a few kilometres downstream, corresponding to an old terrace of the Eria River, southwest of the current cemetery in Corporales. CO_1251 has a length of 4 km and an average slope of 0.102%, while CO_1248 measures 3.5 km in length with an average slope of 0.094%.
6. Discussion
The initial efforts to study the hydraulic network provided a comprehensive overview of the system, identifying a network spanning 600 km [
16]. The active participation of local municipalities, well-versed in the area’s heritage, facilitated further advancements in recent studies. This led to the discovery of additional segments that extended the network length to 700 km [
14,
16,
54]. However, the detailed mapping of the hydraulic network presented in this work has revealed the lack of a systematic approach to studying the Las Médulas hydraulic complex and the presence of interpretative errors in some sections. These errors primarily result from the extrapolation performed in the absence of fully preserved remains across the entire network and the presence of vegetation obscuring numerous sections, complicating their traceability over long distances. It has taken almost 20 years for this to be the first 3D map of the hydraulic infrastructure to provide a Google Earth map for diffusion purposes (the map can be downloaded from the
Supplementary Materials Section).
This methodology has facilitated a precise mapping of the hydraulic network, completing the lower exploitation sectors that had not been previously mapped [
14], which constitute the initial phases of upstream prospecting in the search for large deposits like Las Médulas. Fluvial terraces had a key role in the development of mining activity in the area. In fact, some terraces have been covered by slope debris deposits (
Figure 3D), forcing the removal of cover deposits down to the terraces. While the highest concentrations of secondary gold are in these fluvial terraces, owing to the continuous recycling process of geological materials during each river flood, extensive deposits like Las Médulas must have provided sufficient material (up to 90 Mm
3 of red conglomerates were exploited) to yield an appreciable amount of gold [
56].
Exploiting the Sil and Cabrera River terraces, particularly the latter, involved the construction of an astonishing hydraulic complex designed to exploit the system of unpaired stream terraces on both sides of the river, resulting from unequal downcutting through bedrock (
Figure 8).
The so-called Moyabarba site is an example of a preserved section of these lower canals driven towards terrace exploitation (
Figure 1B and
Figure 9), which had been erroneously associated with a specific structure for draining gold-bearing sands from the Cabrera River in this sector [
46].
The destruction of certain canals supplying Las Médulas suggests that mining activity moved upstream over time. This enables us to give relative ages to the mining operations in the area, with upstream works at Losadilla and La Baña likely to be newer than those found in the lowest sectors of Las Médulas.
Other recent maps of the Las Médulas hydraulic network show a single canal collecting water from the La Baña lake at the source of the Cabrera River [
16,
56]. However, the suggested arrangement requires an unnatural, uphill water flow. There are, in fact, two distinct canals at different elevations: a lower canal (LB_M_1170) collecting water from the Lake Stream (
Figure 10A) and an upper canal (LB _M_1241), several kilometres downstream, gathering water from the Faeda Stream, one of the Cabrera River’s many tributaries (
Figure 10B).
Before continuing to Las Médulas, both these canals were used to work terraces at various elevations in the headwater region of the Cabrera River (
Figure 11). The lower canal supplied water to the Cadabal mine, while the upper canal was used to exploit the gold deposits at the Reflejanos site. Sections of these canals appear to have been destroyed—leaving very few visible traces—once mining activities at these sites ceased, suggesting that these operations are more recent than those at Las Médulas.
Another contentious aspect of current maps concerns the water intake for canal TR_M_1334. Existing maps [
16,
57] propose that its intake was in the Lago valley. However, no evidence has been found to support this claim. Conversely, a large-block intake dam was observed in the Truchillas River, which, given its substantial year-round flow, could correspond to the intake point for this canal.
An important feature observed in the La Cabrera region is the modifications to adjust the gradient along the canals’ entire course. These gradient adjustments are designed to maintain a consistent slope of approximately 0.200% throughout the canal’s trajectory. In most cases, the canal slope tends to decrease close to the mining areas. Although this phenomenon is more widespread and shared throughout the hydraulic network than might initially be apparent, it is most clearly observed in the Bárcena Stream valley near the village of Castrillo de Cabrera (see
Figure 12). Such adjustments were likely corrections made to the canal’s alignment as the construction of the canals typically progressed from the mining areas toward the catchment zones [
13]. Therefore, observed steps suggest that it may be the result of the subsequent hydraulic system expansion to exploit far away satellite mines located in the river headwater areas.
These canals are characterised by a relatively constant gradient, with less than 0.5% variations in the headwater and midsections. Additionally, the canal width remains relatively uniform, averaging between 1.2 and 1.5 m, with minor variations observed in curved sections. Minor widths (<1 m) are often associated with secondary canals or those with short distances and minor importance from the mining viewpoint. This feature has previously been noted by Fernández-Lozano and Sanz-Ablanedo [
18] in another mining sector of Northwest Iberia, and it is also corroborated for the hydraulic system of Las Médulas. The design aimed to reduce water velocity at the canal’s maximum curvature by increasing its cross-sectional area, thereby preventing structural damage. Notably, the water depth in the canal never exceeds 0.15–0.20 cm, as confirmed by observations of specific sections where automatic regulation systems have been identified (see
Figure 13).
As previously mentioned, the three highest canals in the mapped sector of La Cabrera did not belong to the Las Médulas mining complex. Instead, these canals were used to exploit the Llamas de Cabrera mines. However, contrary to what has been suggested in previous studies [
16,
46], these canals collected water from nearby snowfields. This study has found no evidence of them collecting water from the Sierra River in the Montes Aquilianos region.
Current systematic studies have proposed the existence of two canals supplying water to the Campo de Braña reservoir from the El Bierzo and Cabrera areas [
13,
14]. This water reservoir exploited both the Medulillas de Yeres and Orellán sectors. However, the upper canal elevation from the Cabrera area (OD_M_1282) implies it runs from one valley to another to reach the Campo de Braña reservoir from the northern slope of the Montes Aquilianos. Unlike the suggested trajectories of this canal by Lewis and Jones [
7] and Matías-Rodríguez [
14], the latter forced its trace to coincide in elevation with the water reservoir; the identification of the accurate altitude of the canal (
Figure 14) would necessitate a system akin to that proposed by Sánchez-Palencia [
58] at Três Minas, likely involving siphons or other hydraulic regulation mechanisms such as a water deposit at the Rozana hill. Additionally, two potential scenarios are proposed. A first solution is that the canal could have supplied water to the Campo de Braña reservoir with a gradient of 1%, which contrasts with the primary observation of a slope reduction in the canal slope near Las Médulas. This increase in slope rate suggests that when it was necessary to avoid terrain obstacles, corrections in slope were common. Water from Campo de Braña could have been used for the mines east of Mirador de Orellán. Due to the dip slope to reach the mines, the Romans would have solved the problem by implementing a system of water structures (the Spanish term
valgones) to control water flow [
13]. If true, the highest canal collecting water in the Peñalba de Santiago area would have served to carry out the arrugia or Ruina Montium [
6] system using the water reservoir of La Horta. This might indicate a compromise solution implemented during the final stages of mining, necessitated by the increased demand for water in the mining operations. And the second solution would consist of a transfer of water from the nearby La Rozada mountain pass redirected to feed the lower Peñalba canal (PS_M_1117).
The hydraulic system of Las Médulas comprises more canals in the northern sector of El Bierzo. The lower canals, which have not been identified in previous studies until now [
13,
16,
56], were first used to exploit the terraces and lower sectors of Las Médulas (i.e., the La Frisga sector). As labour advanced towards the upper levels, the hydraulic system employed the three uppermost canals to bring water to the upper sectors of Las Médulas (i.e., Mirador de Orellán).
In the light of the above, we are ready to address the reasons for constructing such a large-scale, superb hydraulic system. One possible reason could be securing sufficient water, particularly during summer, to support mining activities. This hypothesis is one of the most widely accepted [
13]. However, in this study, we propose a second possibility, considering the large number of mining sites identified near the canals’ water intake points. The interest in exploiting mines in more distant areas could expand the hydraulic water collection network. Therefore, this could justify the construction of canals that exceed a hundred kilometres in length. If true, the Romans should have had a detailed organisation of mining activity before constructing the hydraulic system. This means that Romans led prospection works first to establish the area’s mining potential, as suggested by Sánchez-Palencia et al. [
59]. Mining works advanced using the natural drainage system from the lower terraces towards the more mountainous regions, from the mining area of Las Médulas, expanding towards satellite exploitations in the surroundings, which forced the development of a superb and vast hydraulic system.
