The Segura River Basin is, amongst all those in the national territory and throughout history, the one that has suffered the greatest number of catastrophes as a result of the floods produced by rivers overflowing their banks.
There are historical references since almost five hundred years ago that speak of the disasters suffered in the area due to these meteorological phenomena, including losses of human lives. In the eighties there was a total of eight flood events which caused widespread damage to roads, farms and, most important of all, towns and villages.
During the 18th and 19th centuries some works were carried out in the Segura river basin in order to guarantee its maximum exploitation: this is the case of Puentes Reservoir, on the River Guadalentín, and Valdeinfierno Reservoir, on its tributary, Luchena.
View of Los Rodeos Dam downstream
At the beginning of the 20th century work started on the systematized construction of reservoirs at river headwaters, in accordance with a preliminary plan drawn up in 1887 by Mr. Ramón García and Mr. Luis Gaztelu to mitigate the devastating consequences of the Santa Teresa flood, occurred in 1875. From this period are Fuensanta and Cenajo reservoirs, on the Segura river, Talave and Camarillas reservoirs on the Mundo river; Alfonso XIII Reservoir on the River Quípar, Santomera Reservoir on Rambla Salada, La Cierva Reservoir on River Mula and Argos Reservoir on the River Argos.
The extension of the irrigation areas, especially in the Vega Baja and Vega Media of the Segura river caused the narrowing of the Segura river, reducing the capacity of the bed in some stretches to just 100 m³/s.
In May 1977 the “General Flood Control Plan of the Segura river Basin” was drawn up.
In July 1984 the “Specifications Sheet of Bases for the Contracting of Technical Collaboration Works in the Study of Los Rodeos Dam Project (Murcia)”.
Excavation of right abutment
The catastrophic floods suffered by the Community of Valencia and the Region of Murcia in July and October 1986 and 1987, led the Government to promulgating Royal- Decree Law 4/1987 of 13 November (BOE of 14 November 1987) in which urgent measures were adopted for repairing the damages caused by the floods in the aforementioned Autonomous Communities. This Flood Control Plan considered a total of 23 actions in the whole basin, including those of Los Rodeos Dam.
Excavation and initiation of concreting of central blocks
Basing themselves on the preliminary plan for the Flood Control Plan mentioned above, two boundaries for the storage area were studied; the one finally chosen and another upstream from it.
The geological-geotechnical characteristics of both boundaries were similar and the one downstream had a larger dam volume. However, the latter was chosen because the reservoir volume was approximately 5 times greater (15.8 million cubic metres as opposed to 3.3 million cubic metres), the capacity of the upper part of the boundary for the storage area being practically ineffective for flood abatement, which is the basic purpose of the dam.
The choice of dam type was based, in the first place, on excluding, a priori, the solutions of buttress and multiple arch dams, since, as the downstream boundary for the storage area was very open, this would entail a very high cost in formwork and greater difficulty in placing and compacting the concrete.
The alternatives of a roller compacted concrete (RCC) gravity dam and one of loose materials were studied.
The comparison of solutions resulted in the decision that the RCC gravity dam was more economic, which was chosen in the initial project.
Views of the spillway on the downstream face
In June 1993 the Directorate-General for Hydraulic Works awarded the contract for carrying out the works to the company Sacyr, S.A..
In December 1993 a “Construction Project Complementary Information” report was drawn up in which the depth of the foundations was justified and the possibility of reducing the convergence of the spillway discharge channel was indicated as well as that of altering the design of the stilling pool.
Irrigation hut and basin
The definitive adjudication of the works took place in May 1994, the document verifying readiness for construction being signed in June the same year.
As a result of the Dam Surveillance Report, the small scale test model and the characteristics of the foundations, Amendment I of the Project was requested, which was authorized in December 1995.
View of the dam from upstream
The alterations regarding the initial project can be divided into three main groups, the most significant ones being mentioned below:
a) Modifications of the dam structure
b) Modifications of the spillway and scour outlet.
c) Other modifications
In December 1996 Additional Works Project I was drawn up, being approved in November 2001.
Spillway upstream
Among the additional works included in the project, it is necessary to highlight the following:
Galleries and wells were discovered when carrying out the clearing works on a hill of the floodable area next to the left abutment of the dam body, which, due to the Quaternary fills of the hill, indicated the possible existence of a paleochannel, and so a flow of upstream-downstream seepage could occur forming a by-pass of the left dam abutment.
This led to a visit and report by the Dam Surveillance Service, and based on this, the drafting of a Project Amendment II was proposed, which was authorized in November 1998, the budget being validated in June 2001.
The actions of this Amendment referred to the waterproofing of the above-mentioned hill and are summarized below:
The works were completed in October 2000, and provisional acceptance was made in September 2001.
The access to the dam and reservoir area is along the MU-531 local road joining the towns of Alguazas and Campos del Río. From this local road, in the direction of Alguazas-Campos del Río, km 6.400, take the diversion, going south-west, to Los Rodeos reservoir, the access road being on the left bank of the reservoir. This access road is approximately 1,320 m long as far as the left abutment of the dam and is 6 m wide with two-way traffic, a transversal gradient of 2% toward the verge and 4% from the latter to the ditch. The road has 1 m verges, with ditches dug in the stretches where they are necessary
The access on the right embankment of the dam is along the N-344 main road until reaching the town of Las Torres de Cotillas. Once here, take the road west in the direction of Campos de Arriba as far as km 3 + 100 to Campos de Abajo. From here, take the road going north-west and about 4,000 m later you will find the right embankment of the reservoir.
Therefore, the dam has two accesses, one, on the left embankment, along the Alguazas road, and the other one on the right embankment, taking the turn-off from the road leaving the town of Las Torres Cotillas.
The location of the reservoir can be seen in the following map:
LOCATION OF THE RESERVOIR
|
|
---|---|
Province
|
Murcia |
Municipality
|
Las Torres de Cotillas and Alguazas |
River
|
Mula |
Hydrographic basin
|
Segura |
DETAILS OF THE RIVER
|
|
Length of the river
|
57,40 Km |
DETAILS OF THE BASIN
|
|
Surface area of the reservoir basin
|
647,29 km² |
Maximum altitude of the reservoir basin
|
1583 m |
DETAILS OF RODEOS RESERVOIR
|
|
---|---|
Shore length
|
- |
Reservoir surface area
|
158,08 ha |
Reservoir volume
|
15,01 hm³ |
BODY OF THE DAM
|
|
---|---|
Type
|
Gravity |
Old dam Materials
|
Mass concrete |
Upriver slope
|
Vertical and 0,75/1 (h/v) |
Downriver slope
|
0,75/1 (h/v) |
Height above course of river
|
30,50 m |
Level of crest (axis of road)
|
135,00 m, |
Crest length
|
295,00 m |
Crest width
|
6,75+2*1,0 m |
Total volume of concrete
|
92.000 m³ |
Total fabric volume
|
- |
SPILLWAY
|
|
Number of Spillways
|
1 |
Type of spillway
|
Fixed lip |
Location
|
Centre of the dam |
Position relevant to flow direction
|
Frontal |
Situation
|
On dam |
Closure type
|
- |
Number of openings
|
5 |
Free length of each opening
|
13,00 m |
Total free length
|
65,00 m |
Floodgate type
|
- |
The function of Los Rodeos Reservoir is that of flood abatement, its usual level being the same as or lower than the level of the scour outlets, and so the reservoir is functionally empty outside flood events.
The River Mula is a tributary on the right of the Segura river.
The graph enclosed shows an outline of the dams existing in the Mula river basin, where it can be seen that upstream from Los Rodeos Reservoir we have Pliego Reservoir and Doña Ana Reservoir – also as a retarding basin – and La Cierva Reservoir, and that there are no dams downstream.
The River Mula is a result of the confluence of various wadis and streams coming down from the mountain ranges of Burete, Lavia, Ceperos, Plaza de los Pastores and El Charco, in the municipal districts of Bullas and Cehegín. It flows to the north of the city of Mula and, shortly before reaching La Puebla, is joined by the River Pliego, which drain the northern slope of Sierra Espuña and the eastern one of Sierra del Cambrón. It flows through Albudeite and Campos del Río, is the boundary between the municipal districts of Alguazas and Las Torres de Cotillas, and flows into the Segura alter having flowed 64 km at a height of 62, 253.30 km from the source of the Segura river. The average gradient is 12.90 per thousand and its total basin area is 661 km².
The geographical structure of the basin is formed by plains and undulating reliefs, with scattered small hills and drainage through wadis and ravines that converge in two watercourses, the River Mula and the River Pliego. To the north, the territory is bordered by the Sierra de Ricote, and from the South-west to the South-east, by the Sierras del Cambrón, Espuña, La Muela and El Cura, the last two outside the district.
The centre or interior of the Basin shares a series of common characteristics. For example in Campos del Río, except in its northern area, Miocene deposits abound, mostly loamy ones, which have been highly eroded, thus resulting in the typical landscape of arid regions and, in short, of this basin, such as the landscape of badlands or ravines. The same occurs in Albudeite, where the highly uneven topography with numerous ravines, wadis, and gullies carved in those semi-impervious Miocene materials leads to a landscape of badlands. The loamy and clayey materials of Mula have also suffered that process. The fields of Pliego, located in the southern centre of the Mula Basin, next to the northern slope of Sierra Espuña, do not present this badland modelling. These lands have a similarly uneven topography, but are conditioned by their location on the southern slope of the Basin.
The River Mula is of a torrential nature, this feature being even more emphasised by the lack of vegetation and the loamy nature of its basin. Because of the steep gradient of the course, its floods are huge avalanches of water transporting a solid sediment load.
The catchment basin is located entirely within the province of Murcia, and the towns of Pliego, El Niño, Baños de Mula, Campos del Río, Yechar, Albudeite, Mula, and part of the built-up area of Bullas form part of its area.
Pliego, Doña Ana and La Cierva reservoirs are also situated within the basin.
As for Los Rodeos reservoir, the surface area of the catchment basin as far as its intersection with the dam, is 647.29 km² and the surface area of the storage area upstream the dam to the overfall spillway is 158.08 ha, with a corresponding volume of 15.01 million cubic metres.
The extreme aridity of the area means that the natural topsoil is scarce, xerophite and thermophile; it has been even more affected by human activity. Only stunted thickets of albardine, thyme and esparto grass are found in the eastern sector. Toward the west, thickets of rosemary and some patches of pines appear. Only in the mountainous areas that surround the District can we find pine groves. We must highlight the northern hillside of Sierra Espuña covered in gall-oaks, as well as Corsican pines, and also some holm-oak groves in the same area.
The main characteristic of the Mula river basin lands, being as it is an arid Mediterranean landscape, is the increasing use, in accordance with its topographical characteristics, of more lands for crop growing.
If the Mediterranean ecosystem is characterized by some not-so favourable factors for the development and maintenance of wooded masses in this district, due to the special characteristics of its climatology, a more unstable and vulnerable situation is reached due to the addition of the geomorphological, edaphic, ecological and negative anthropic factors. The latter contribute exceedingly to the disappearance of wooded areas.
Its fauna appears related to the plant formations that make up their natural habitat, being strongly interrelated. Among the species that inhabit the area in question, we can mention the following:
The Mula river basin is part of the Cordillera Bética-Rifeña mountain chain, a great geotectonical unit in the form of a wedge with its vertex orientated westwards, which closes in the so-called denominated Arco de Gibraltar and whose roots are hidden beneath the waters of the Mar de Alborán.
The mountain chain has its origin during the Lower and Middle Miocene, caused by the collision of the African and Iberian plates due to continental drift, the Alborán microplate playing an important role.
The area in question belongs to the Post-mantle Miocene of the unit known as Prebético Interno de la Cordillera Bética.
Lithostratigraphy: Lithologically-speaking, the materials appearing in the area in question, beginning with the oldest, are:
The geology of the storage area upstream of the dam coincides with that indicated in the section on regional geology.
Summarizing what has been said in the previous section, this area is made up of massive calcareous loams from the Upper Miocene with scarce, thin intercalations of sandy limestones, fossiliferous and calcarenite limestones, which produce the slight narrowings of the valley.
The layers of loams and calcarenites dip uniformly to the SE between 15º and 25º.
The upper parts of the valley hillsides are covered in a Plio-Quaternary formation of rosy-coloured silts, with clayey loams and some conglomerates, not very cemented, which lie subhorizontal and discordant on the Miocene, reaching a thickness of 25 m in some places.
Other materials present, not so thick, are three levels of clayey-loamy terraces, some gravels, alluvial deposits of sands and gravels with silty matrix and covered in clayey loams of alteration of the substratum in the form of wadi bed deposits and alluvial fans.
The materials of the storage area upstream of the dam are practically impervious.
Fracturation is not very frequent and its orientation corresponds to regional tectonic guidelines.
Landslides occurred in the area are not very relevant, in spite of the abruptness of the valley hillsides.
Geology and Geotechniques of the Natural Downstream Boundary for the Storage Area.
Stratigraphy.
This area is the result of the formation of Upper Loams and calcarenitic layers, although very near it, upstream, there are Lower Loams.
The valley floor is filled with terraces and recent alluvial deposits, while the hillsides are almost totally covered in Plio-Quaternary silts and loams, recent silty sediments and loams of alteration of the substratum.
The lithological units that form the downstream boundary are, from older to more recent, the following:
Geological structure of the layers..
- Tertiary rocks structure.
The lower and upper loams and the calcarenitic layers form a monocline series, dipping toward the SE between 20º and 25º, with some exceptions, and so the orientation of the layers is practically perpendicular to the river bed in the area of the downstream boundary for the storage area.
- Plio-Quaternary structure.
The formation of rosy-coloured silts, in many places with their base of gravels, lies on the Tertiary loams, the contact between both being an old eroded surface, more or less curved, and in general dipping toward the valley.
The inside layers are subhorizontal, except on the edges of the paleo-channels, where they can have dips of up to 30º toward their axis. The lateral changes of facies and lithology are very abrupt, a lower part of gravels and conglomerates being observed, a middle part of silts and an upper part of silty-loamy formation.
Los Rodeos reservoir is located within the municipal districts of Alguazas and Las Torres de Cotillas, for which Annex 1 of Seismoresistant Construction Regulations NCSR-02 establishes a basic seismic acceleration of 0.14 g, the aforementioned Regulation therefore being applicable.
On the other hand, the National Seismic System Accelerograph Network has installed a series of accelerographs in the area near the epicentres of the Bullas series (MU), many of which are connected via telephone with the IGN data reception and processing centre (Madrid). This allows to obtain the acceleration data from those accelerographs in a relatively short time following the detection of an earthquake.
The equipment connected by telephone are 18-bit resolution GEOSIG GSR-18 accelerographs with continuous updating of their internal clock through a GPS receiver.
The table below includes earthquakes higher than 3.5 (Richter scale) in the region of Murcia.
One of the most recent occurred on 06-06-2002, registering 4.6 on the Richter scale and with an intensity V.
The dam and reservoir are located within the municipal districts of Alguazas and Las Torres de Cotillas.
The coordinates of the point where the river Mula meets the reservoir comes as follows:
U.T.M. coordinates :
Reference system ETRS89. Time zone= 30
X=649.662
Y=4.212.009
Geographical coordinates (based on the Greenwich meridian):
X 38º 02' 39" West
Y 1º 17' 35" North