Rodeos-Reservoir

Rodeos Reservoir

Background

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There are historical references since almost five hundred years ago that speak of the disasters suffered in the area due to these meteorological phenomena, including losses of human lives.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
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
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
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
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.
 

Photo of the irrigation hut and basin
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.

Photo view of the dam from upstream
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

  • Readjustment of the location of the dam axis, bringing it slightly forward, improving the incidence of the contact of the foundations on both hillsides.
  • Change in the construction procedure, going from compact concrete to conventional concrete, with readjustment of the geometry of the cross-section.

b) Modifications of the spillway and scour outlet.

  • Construction of a spillway of traditional design, as opposed to the one initially projected - stepped, convergent and non-vertical-.
  • Increase in the thickness of the basin slab, also having nominal reinforcement on the foundation rock.
  • Reduction in the scour outlet sections, giving them natural airing, avoiding the placing of suction pads.

c) Other modifications

  • Inclusion of the irrigation canal inlet that flowed on the left bank.
  • Change in the river diversion works (cofferdams and set of tubes on the right bank).
  • Increase in the width of the crest to act as replacement of paths connecting the banks, avoiding the bridge planned for the reservoir basin.

In December 1996 Additional Works Project I was drawn up, being approved in November 2001.

Photo of the Spillway upstream
Spillway upstream

Among the additional works included in the project, it is necessary to highlight the following:

  • Construction of 10 sediment storage dam on the same number of side gullies in order to reduce the silting up of the reservoir.
  • Correction of the Environmental Impact by means of treating both hillsides downstream, with plantations, drip irrigation network and a basin with a capacity for 6,000 m³ of water.
  • Works for surface drainage and protection on service roads and embankments.
  • Demarcation of the reservoir basin by means of ready-mixed concrete boundary marks.
  • External lighting and illumination.
  • Felling and stump extraction in the basin and transfer of plantations of the floodable area to the dam area.

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:


  • Construction of a cut-off wall to avoid a possible by-pass, in the event of flooding in the paleochannel of the River Mula.
  • Correction of the upstream slope of the hill using waterproof material to achieve its imperviousness.
  • Construction of a filter on the previous surface, by means of the installation of a geotextile with a draining and anti-polluting capacity.
  • Protection of this waterproof surface with a breakwater resistant to any waves that may occur in the reservoir.
  • Filling of the mining galleries with liquid concrete in order to seal them.
  • Reinforcement of the downstream hill filling to improve its stability regarding phenomena of headwater erosion, by means of flows and the substitution of filling materials.
  • Execution of observation wells downstream, for the control of the phreatic level in this area.

The works were completed in October 2000, and provisional acceptance was made in September 2001.
 

Access

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:


Characteristics

Location and geographical features of the river and the basin
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 the reservoir
DETAILS OF RODEOS RESERVOIR
Shore length
-
Reservoir surface area
158,08 ha
Reservoir volume
15,01 hm³

Details of the dam
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
-

Imágenes

Plano de situación del embalse de los Rodeos

Purpose

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.

Detail of Rodeos Reservoir
Enlarge image

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.

Diagram of the dams in the river Mula basin

Territorial and Administrative Context

Physical Characteristics of the Basin.

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.
 


Environmental Information.

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:


  • Mammals: the Granada hare (Lepus granatensis); the European rabbit (Oryctolagus cuniculus); the wood mouse (Apodemus sylvaticus); the house mouse (Mus musculus); the water vole (Arvicola amphibius); the weasel (Mustela nivalis).
  • Birds: the kestrel (Falco tinnunculus); the red-legged partridge (Alectoris rufa); the quail (Coturnix coturnix); the woodpigeon (Columba palumbus); the turtledove (Stretopelia turtur); the swift (Apus apus); the raven (Corvus corax); the magpie (Pica pica); the skylark (Alauda arvensis).
  • Amphibians: the common salamander (Salamander salamander); the common toad (Bufo bufo); the Iberian water frog (Rana perezi); the European tree frog (Hyla arborea).
  • Reptiles: the Iberian wall lizard (Pordacis hispanica); the common lizard (Lacerta lacerta); the eyed-lizard (Lacerta lepida); the green lizard (Lacerta viridis), Latastes viper (Vipera latasti).
  • Macro invertebrates: (Tubelaria; Decapoda; Amphipoda), insects such as Belostoma elongatum (Ephemeroptesa, Trichoptera, Heteroptera), the great diving beetle (Coloptera), flies and mosquitoes (Diptera).

Geology and Seismology.

Regional Geology.

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:

  • Upper Miocene

    They are a group of loamy materials, with few calcarenitic intercalations, of a marine nature, and which are attributed to the Tortonian and the Andaluciense ages using micropaleontological criteria.

    This Miocene period is represented by the following formations:

    - Formation of Lower Loams. (t1). These are calcareous loams of a greenish-grey colour and conchoidal fracture of very fine grain and of a massive nature, its stratification not being easily appreciated.

    - Formation of Upper Loams (t2). This appears on the roof with the previous formation, downstream from the boundary for the storage area, and so it is not wet by the reservoir, or if it is, not very much, but part of the dam has its foundations on it.

    They are loams somewhat more clayey than the lower ones, of a similar colour and have alternating centimetric levels of calcareous loams, which means that is easy to distinguish the stratification. They are less massive than the previous, and in some places layers of white fibrous gypsum appear, not very thick, of only a few millimetres in the natural downstream boundary, although about 2 km to the NE (Loma de las Yeseras) there are layers of gypsum of between 0.5 to 1.5 m thick, layers that have to wedge themselves or become narrower toward the area of the reservoir.

    The base or wall of this formation (in contact with the underlying Lower Loams) has been located in the calcarenite layer that appears in the ravine, although the transit between them is gradual, there being a stretch of slightly clayey loams, with intermediate characteristics. The roof of the formation does not appear in the area, but it can be affirmed that it is several hundreds of metres thick.

    - Calcarenite layers (ta). Inserted in the loams of the two previous formations we find hard strata more resistant to erosion, formed by decimetric to metric layers of calcarenites and calcareous microconglomerates, bioclastic limestones with gastropod shells and oyster lumachelles that alternate with calcareous loams in metric layers.

    These harder layers can reach a thickness of 6-8 m and are what make up the Mula valley ravine and the summits of the small surrounding mountain ridges.

     
  • Pliocene-Quaternary

    - Formation of rosy-coloured silts. This formation lies subhorizontal on the Miocene loams, the contact between both being an old eroded surface with strong relief, which means that contact varies between 0 to 50 m over the level of the River Mula.

    It is a heterogeneous formation, not consolidated, of gravels, conglomerates, fine silty sands, loamy silts and clayey loams.

    The gravels and conglomerates appear mainly in the lower part of the formation, resting on the Miocene loams, although there are also discontinuous levels in the upper part, corresponding to elongated bodies of fluvial paleochannel beds.

    The silty sands are of very fine grain, and have a characteristic rosy tone, being distinguished very well from a distance. (They are locally called arena bruja). Lastly, the clayey loams are yellowish and white in colour, not much consolidated and can at first sight be confused with the alteration loams of the loamy formations described. They are on the upper part of the formation.

    The thickness of the formation and its different lithologies is very variable, since its roof has been eroded. The maximum thickness observed was about 25 m, and that of its basal conglomerate part, about 15 m.

     
  • Quaternary.

    - Terraces. (q1, q2, q3). Three levels of terraces were observed in the Mula valley, located 3, 6 and 10 m approximately over the current level of the bed.

    Their main lithology is clayey loams, including pebbles that are not very abundant except on the base, where a thin discontinuous level of gravels can be found. The maximum thickness observed was about 4 m.

    - Alluvial. (qa). The current gravel deposits of the River Mula are mainly heterometrical ones with limestone pebbles, and to a lesser extent, silty sands, deposited in the convex part of the meanders. Their thickness, deduced from the probing data, did not exceed 2 m.

    - Wadi bed deposits. (qr). These are whitish loamy clays, coming from the alteration of the Miocene loams and deposited by the streams at the bottom of the wadis that end in the River Mula, which means these small valleys have a flat floor.

    - Alluvial fans. (qc). They are formed in the mouth of the wadis on a surface of terraces on the left riverbank of the Mula upstream from the ravine. They are less than 1 m thick.
     
  • Structure and Fracturation

    The formations of the Upper Miocene or “Post-mantle Miocene” which, in the area, are more than 1,000 m thick, are laid out forming a monocline series dipping uniformly between 15º and 25 º to the SE or SSE. The direction of the dip varies between 140º and 170º, that is, downstream of the River Mula, so that the oldest materials (t1 formation) appear toward the tail end of the reservoir, and the most recent (t2 formation) toward the downstream boundary for the storage area.

    Over the previous ones lies, subhorizontal, the formation of rosy-coloured Plio-Quaternary sands (pq formation) whose lower limit is an old eroded surface, with strong paleo-relief, which means that its base is at a different level according to the place. The formation fills and makes the paleo-relief and its upper part uniform, frequently cemented and resistant to erosion, of current morphologies of hills with a flat summit.

    The previous materials lie, also discordant, on Miocene loams and in some cases, on the rosy-coloured silts of the pq formation.

    Fracturation is very not very significant. The loamy formations behave plastically to the tectonic activity, there not being hardly any fractures in them. In the calcarenite layers (ta), fractures are more frequent, with a maximum vertical fault of 2.2 m, NE-SO and subvertical dips of about 30º to the NO.

    Landslides are not very frequent and they involve small volumes of material.

     


     

Geology and Geotechniques of the Storage Area Upstream of the dam.

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:

  • Upper Miocene Loamy Formations

    - Lower loams. (T1). They correspond to the upper part of the t1 formation described above. Their highest part is formed by slightly sandy grey loams that behave in a compact way, no alterations being detected deep down.

    - Calcarenitic Layers. (Ta). Four hard layers were detected, inserted between the upper and lower loams, the thickest being 6.0 m.

    They are micritic limestones and fossiliferous sandy limestones, lumachellic limestones and grey calcarenites of thick grain, the latter lithology prevailing. They are quite compact, except in some thin stretch of lumachellic limestones, which are more porous and may present symptoms of incipient Karstification.

    - The percentage of hard layers in comparison with the total number of layers is low, approximately 30%, giving the terrain greater rigidity.

     
  • Upper Loams. (T2).

    They correspond to the t2 formation described above. The content of gypsum in the downstream boundary for the storage area is somewhat higher than usual, but is insignificant regarding possible phenomena of swelling due to hydration-dehydration. These loams are slightly more changeable than the Lower ones, changing to light brown loamy clays.
  • Plio-Quaternary silt formation

    . Gravels and conglomerates. (Pg). In the base of this formation and sometimes inserted in its lower part, there are usually discontinuous layers of gravels and conglomerates. Their thickness can vary a lot in just a few metres, existing rather abrupt lateral contacts with the rosy-coloured silts that lie above and to the side. The maximum thickness observed is 2.50 m.

    These materials are quite constantly present in the base of the formation, although they are not always found, and so, in these places, rosy-coloured silts lie on the Tertiary loams.

    They are conglomerates of heterometrical pebbles, mainly limestone, although some of them are made of quartz, pudding stone, ophite, etc., usually included in a loamy-clayey matrix very often strongly cemented by carbonates, and so being highly compact and resistant.

    Due to their loamy matrix, they should be considered impervious.
    - Sands and rosy-coloured loams (P1). They are fine sands, loamy-silty clays and loams that correspond to old flood plain fluvial deposits. They are not much consolidated, unless they have been cemented later.
     
  • Quaternary fluvial deposits

    - Terraces and alluvial deposits. (Qa). They are the current alluvial deposits and terraces of the River Mula. They are loamy clays and sands that include heterometrical pebbles, very abundant, the percentage of matrix clearly prevailing.
    They can be found on the valley floor and have a maximum thickness of about 3.00 m.

    Recent wadi bed deposits and coverings.

    - Silts and loams. (Qr). This refers to the materials coming from the recent alteration of the substratum, whether transported or not. They are deposits that are not very thick (1 m maximum) of clayey loams and plastic silts, which flow easily when saturated.

    - Silt sediments. (Qc). They are the same materials as above, but very recently have experienced a short transport, in the form of mud outflows, in favour of the slope. They are located on the upper part of the left hillside of the valley and are not very thick.

    - Hillside erosion. (Q1). They are collusions and alluviums formed by loamy clays with angular calcarenite pebbles. They are not very thick, around 1 m, and are on the middle part of the right hillside.


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.

 

Seismology.

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.

Situation

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

 

Certificación ENS media
Certificación ISO 27001