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21.
The Chtouka-Massa area in Southern Morocco has shown an increase in water scarcity during the last decades, caused mainly by withdrawal of water resources aggravated by agricultural intensification and climate change impacts. To better understand the changes of groundwater quality, a sampling campaign was conducted in many wells during March 2015 and compared to historical chemical data from the hydraulic basin agency, as well as previous studies performed at Ibn Zohr University. All data were used to assess the spatial-temporal evolution of nitrate and salinity relevant to the recent sampling. This paper describes the current state of groundwater quality in the Chtouka-Massa zone with an overview of different sources of water mineralization and the nitrate evolution in an agricultural area. Our results indicate a general increase in mineralization from the north to the south, and from the east to the west. The plain, dominated by farms, shows a relatively high conductivity (up to 2000 μS/cm), while in both costal area and Anti-Atlas Mountain the water salinity shows a gradient increase from the north to the south. However, the highest electrical conductivity is observed along the Massa River. The water type is bicarbonate, chloride, and sodium for farm samples, while from the other parts, it is mostly dominated by chloride and sodium. The spatial-temporal analysis of nitrates generally shows an increasing trend. However, the levels remain overall lower than the limit. The temporal evolution of control points set by the hydraulic agency shows a decreasing trend decline that can be explained by the improvement of agriculture practices, including the conversion towards drip irrigation mode. Different chemical tracers highlighted some processes involving the changes of mineralization of groundwater (e.g., irrigation water return, marine intrusion, and water/rock interaction). The results will be used to improve water management in this area showing water quality degradation.  相似文献   
22.
In order to understand initial conditions that promote the first occurrence of a Microcystis aeruginosa bloom and to evaluate its toxic potential, we studied spatio-temporal dynamics of phytoplankton, including Microcystis, microcystins concentrations, the relative proportion of potentially microcystin producing cells and physicochemical parameters in the recently setup Moroccan reservoir “Yaacoub Al Mansour.” High summer temperatures, thermal stability, hydrological stability of the water column and the decrease of nutrient contributions seem to be the major environmental factors responsible of this first bloom occurrence. Despite the low cellular abundance, high microcystins concentrations, associated with low percentage of toxic strains, were measured. Thus, microcystins analysis and associated management of the reservoir are necessary from the beginning of the setup and can help managers to find the better environmental strategy against early cyanobacteria proliferations.  相似文献   
23.
The Bou Madine ore deposit is located SW of Jbel Ougnat, the easternmost inlier of the Anti-Atlas Pan-African belt in Morocco. The host rocks are high-K calc-alkaline volcanic rocks, that are part of the Neoproterozoic Tamerzaga-Timrachine Formation (TTF, lower PIII). The TTF consists of ignimbrites of rhyolitic to dacitic compositions, andesite flows and hypovolcanic bodies (andesite dykes and rhyolite chonoliths) emplaced along N160°E tension gashes associated with a regional N30°E sinistral fault system. The mineralization is related to a high enthalpy geothermal system, eventually evolving into a low temperature epithermal system. A regional propylitisation (T around 260 °C) overprinted the TTF rocks prior to the emplacement of the mineralization. There were two main hydrothermal stages. During the first stage, massive veins with pyrite, arsenopyrite and minor pyrrhotite and cassiterite were formed. The veins were emplaced along N160°E-trending en echelon joints related to N120°E dextral arrays. A quartz-sericite-pyrite alteration overprinted the propylites around the veins (“bleached haloes”), at temperatures up to 300–310 °C. The second stage of mineralization was coeval with dextral re-activation of the N160°E veins, in relation with a NE-ward shift of the shortening direction. First, polymetallic sulphides (sphalerite, chalcopyrite, stannite, galena) were deposited at temperatures 260 °C. Younger quartz veinlets contain arsenopyrite and minor micrometre-size sulphides and sulpho-salts, hosting the precious metals. This was the low temperature epithermal stage (≈150 °C), in relation with invading meteoric water.  相似文献   
24.
Stochastic Environmental Research and Risk Assessment - An adequate characterization of the temporal features of background seismicity, namely after removal of temporally and spatially clustered...  相似文献   
25.
Résumé

La variabilité du climat, une gestion non optimale de la ressource en eau et l'intensification des activités anthropiques pourraient être les trois facteurs majeurs menaçant les écoulements et l'état de la ressource en eau dans les sous-bassins algériens. C'est le cas du bassin de la Tafna dans la partie occidentale de l'Algérie. Ce bassin est situé dans une région au climat semi-aride. Outre l'influence des précipitations, nous examinerons dans cet article la contribution possible d'autres facteurs (géologiques, topographiques et anthropiques) à la variabilité des écoulements dans le bassin de la Tafna. Pour cela, en plus de l'analyse du régime pluviométrique et des débits, nous avons choisi d'analyser le baseflow index ou BFI et les débits de base. Cinq sous-bassins de la Tafna, où des données journalières de pluie et de débit étaient disponibles sur la période 1976–2006 ont été étudiés. L'analyse, qui a distingué deux sous-régions déterminées par la topographie: les bassins d'altitude et ceux de plaine, montre que, selon leur contexte géologique, les sous-bassins ont des comportements différents en terme d'écoulement. Les zones en altitude présentant un écoulement de base et un BFI plus importants que les bassins de plaine. Ceci peut être relié à la nature lithologique des formations, les bassins d'altitude présentant une composante karstique importante. Les analyses de tendance/rupture sur les précipitations annuelles ne montrent aucune tendance significative sur la période 1976–2006. On note une baisse des débits moyens annuels uniquement sur deux stations en altitude (significatives aux seuils 1 et 10% respectivement). Une tendance à une diminution significative des débits de base est obtenue sur deux bassins d'altitude et un bassin de plaine (au seuil 1 ou 5%). La baisse du BFI est significative au seuil 1% pour seulement une station d'altitude. Ceci serait le signe d'une baisse du stock dans les bassins d'altitude. La modification des écoulements de base sur certains sous-bassins de la Tafna serait donc imputable à des causes, notamment de nature anthropique, ne relevant pas d'une diminution de la pluviométrie.

Editeur Z.W. Kundzewicz; Editeur associé M. Lang

Citation Bakreti, A., Braud, I., Leblois, E., et Benali, A. 2013. Analyse conjointe des régimes pluviométriques et hydrologiques dans le bassin de la Tafna (Algérie Occidentale). Hydrological Sciences Journal, 58 (1), 1–19.  相似文献   
26.
On March 20th, 2006, a moderate earthquake (Mw = 5.2) struck the Laalam (NE-Algeria). The damage was centred in the Laalam village where four deaths, 68 injured and more than 40 housing units destroyed making dozens of peoples homeless. Damage and casualties are directly related to an earthquake-induced landslide occurred at 10 km far from the epicenter (ISC relocation). The landslide rupture, mapped by using a ground based survey, is striking NE-SW along a 1-km length rupture with a 45 cm of lateral displacement. The rupture plan is dipping 40° at the surface and showing horizontal striations. A 75 cm of pre-2006 lateral displacement is also observed indicating a repetitive behaviour of the landslide. The last time where the landslide was activated extends back to 1974 following another moderate earthquake. This landslide reminds us the high level hazard of induced ground failures due slope instabilities in mountainous zones of seismically active areas.  相似文献   
27.
Modeling techniques have the power to predict land use change. Our research had three main aims: firstly, to compare and contrast the predictive performance of individual models versus consensus methods; secondly, to compare the different consensus methods; and finally, to compare their predictive performance for generalized and marginal land uses in the environment in the study area. Seven individual models were used to generate the suitability maps for each type of land use in Zahrez El Gharbi (Algeria), characterized by the suitability values for their occurrence. Seven consensus methods were created by combining the individual models. The predictive performance of the individual models and of the consensus methods was assessed by calculating the area under the curve (AUC). For each type of land use, the predictive quality of the consensus methods was considerably better than that of the individual models. The weighted averages method (WA) proved the most efficient of the seven consensus methods. The types of land use have a significant influence on the predictive quality, in that the AUC values increase in line with increases in the marginality of the particular type of land use. The improvements in predictive quality achieved by consensus methods in general and the weighted averages method (WA) in particular would substantially resolve the different sources of uncertainties resulting from the use of individual models and from the environmental characteristics of the different types of land use.  相似文献   
28.
When running a groundwater flow model, a recurrent and seemingly subsidiary question arises at the starting step of computations: what value of acceleration parameter do we need to optimize the numerical solver? A method is proposed to provide a practical estimate of the optimal acceleration parameter via a geostatistical analysis of the spatial variability of the logarithm of the transmissivity field Y. The background of the approach is illustrated on the successive over-relaxation method (SOR) used, either as a stand-alone solver, or as a symmetric preconditioner (SSOR) to the gradient conjugate method, or as a smoother in multigrid methods. It shows that this optimum acceleration factor is a function of the standard deviation and the correlation length of Y. This provides an easy-to-use heuristic procedure to estimate the acceleration factors, which could even be incorporated in the software package. A case study illustrates the steps needed to perform this estimation.  相似文献   
29.
Sulfur isotope data measured on samples of galena from the main Mississippi Valley-type prospects of the eastern Beni Snassen belt preclude an igneous source for sulfur, pointing instead to a sedimentary source. Negative δ34S values are interpreted to being derived from bacteriogenic reduction of Jurassic seawater sulphate. Positive δ34S values are considered to be hydrothermal sulfide transported with metal-bearing fluid. Mixing of these two fluids resulted in the deposition of the Pb ore.  相似文献   
30.
Geotechnics has a significant contribution in the construction engineering and natural risks, by providing for many useful data to direct the regional planning and prevent catastrophes. The geotechnical cartography became imperative to satisfy the intensive requirement of data concerning the soil and the basement, which initiated the urban development, often anarchistic. Indeed the cartography in geotechnics is a very complex task, because information concerning the soil and the basement are diverse. Due to its coastal and touristic position, Bejaia is one of the promising cities of Algeria. The site, on which the city is erected, is as an amphitheater where the sea is the scene. Indeed, Bejaia is located on a site surrounded by mountains on the three sides, north-south -west and it faces the sea on the east, its extension requires the use of lands with broken topography, and lead to appearance of new urban zones. These were built without consulting the experts in the field of the civil engineering, particularly geotechnics. This article presents the geotechnical cartography of Bejaia city; which shows the preliminary results of the zone of study, based on existing geotechnical, geological and topographic data.  相似文献   
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