Équipe 3: CAF

Manel, Cheriet, and Benzagouta Mohamed Said. 2016. “CONTROLE DES CARACTERISTIQUES PETROPHYSIQUES DES RESERVOIR CARBONATES: CAS DU CONIACIEN –SANTONIEN(SUD EST CONSTANTINOIS)”. Sciences & Technologie (N°43) : pp 27-40. Publisher's Version Abstract
Investigation on oil reservoirs is up to several approaches under different aspects. oilreservoir is dependent on several approaches in different aspects. Distinct settings may be considered for the qualitative and quantitative reservoir evaluation. Control on potential reservoir accumulation is related to permeability and poroslty, in addition to diagenetic and petrographic effects. ln the case study, the considered reservoir is dealing with Cretaceous Carbonate series of ConiacianSantonian age located in the South East of Constantine area (Sud-Est Constontinois). From exploration and evaluation point of view, the oil potential, in the cited area levels, remains almost unexplored. Based on logging and drilling collected data indicates that the approached level of Coniancian -Santonian age can be a tight type. Evidences is from the permeability which is ranging from 0.1 md to 50 md and porosity stretching from lYo up to 16%o. Thus, contribution of tectonic effect is minimized. In the same harmony is the diagenetic and petrographic attitude which is responsible for the compaction and lesser dissolution with occlusion mostly of the intergranular.
Fouad, DJAIZ, ATHAMENA Ali, and ATHAMENA Malika. 2014. “Importance des ressources hydriques et leurs impacts sur le développement durable dans le bassin de Timgad (Algérie nord orientale), ISSN 2170-1318,Décembre 2014”. Journal of Arid And Environment (AJAE) vol. 4 (n° 2) : pp 78-87. Publisher's Version Abstract
Located in the Aures mountains Foum Toub is characterized by an annual average rainfall of  800mm. The hydrology subordinate to the terrain is the direct consequence of surface waters and of snow melting from the heights of Chelia Mountain. The aim of the implantation of the Foum Toub backwater is to minimize the siltation phenomenon at the upstream of the Koudiate El Mdaour dam, to regularize the Rebaa creek flow which runs from south to north and to contribute to the irrigation of the Foum Toub plain. This study puts the emphasis on the mobilization of surface water resources, a policy of the Ministry of Agriculture and Rural Development with a view to rationalize the use and planning of this vital factor, i.e. water. The site selected for the construction of this structure is characterized by a waterproof marly substratum, favourable for implanting the dike and the basin. The clay-silty-gravelly material furniture localized in the depressions as well as sandstones are used as areas for the construction materials of this structure. Stability is one of the most important parameters to take into account for the choice of the site, so as to avoid any problem linked to the withdrawal-swelling phenomena on the banks of creek. However, the sliding possibility, however weak it is, can be generated on the left bank of the creek within deposit and recent silt. The choice of the site for the implantation of this hydraulic structure remains subject to laboratory tests.
The area of study belongs to the higher building of the base of Small Kabylie. It consists of several tectono-lithological units affected by a metamorphism épizonale to mésozonale of low pressure and high temperature. This last estimated at P=4-5 Kbar and T=650-700°C is underlined by the presence of the veins of leucozones and the myrmékite thus near to the field of partial fusion.
The structural draft shows the superposition of schisto-sandy units épizonales on units of higher rank. This area is overcome in its Western and Eastern part by formations of Oligo-Miocène-Kabyle.
The study of the syn-schistous deformation highlights an extensive component at vergency is and of the linéations of stretching of direction E - W (D1) with a virgation towards the NNE. This deformation induces the shape in arc marked by plans of schistosity and foliation resulting from the deformation (D2) due to the accommodation of the total overlapping of the building of Beni-Ferguène towards the NW. Alpine and eo-alpine post-schistous deformations of lower (Pt), at vergency East and South, are
highlighted.