Sustainable development and international cooperation in the Eastern Nile Basin     

Salah El-Din Amer  Yacob Arsano  Atta El-Battahani  Osman El-Tom Hamad  Magdy Abd El-Moenim Hefny  Imeru Tamrat  Simon A. Mason 《Aquatic Sciences - Research Across Boundaries》2005,67(1):3-14

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An intercomparison between the GSWM, UARS, and ground based radar observations: a case-study in January 1993     

S. E. Palo  M. E. Hagan  C. E. Meek  R. A. Vincent  M. D. Burrage  C. McLandress  S. J. Franke  W. E. Ward  R. R. Clark  P. Hoffmann  R. Johnson  D. Kürschner  A. H. Manson  D. Murphy  T. Nakamura  Yu. I. Portnyagin  J. E. Salah  R. Schminder  W. Singer  T. Tsuda  T. S. Virdi  Q. Zhou 《Annales Geophysicae》1997,15(9):1123-1141

The Global-Scale Wave Model (GSWM) is a steady-state two-dimensional linearized model capable of simulating the solar tides and planetary waves. In an effort to understand the capabilities and limitations of the GSWM throughout the upper mesosphere and thermosphere a comparative analysis with observational data is presented. A majority of the observational data used in this study was collected during the World Day campaign which ran from 20 January to 30 January 1993. During this campaign data from 18 ground-based observational sites across the globe and two instruments located on the UARS spacecraft were analyzed. Comparisons of these data with the simulations from the GSWM indicate that the GSWM results are in reasonable agreement with the observations. However, there are a number of cases where the agreement is not particularly good. One such instance is for the semidiurnal tide in the northern hemisphere, where the GSWM estimates may exceed observations by 50%. Through a number of numerical simulations, it appears that this discrepancy may be due to the eddy diffusivity profiles used by the GSWM. Other differences relating to the diurnal tide and the quasi-two-day wave are presented and discussed. Additionally, a discussion on the biases and aliasing difficulties which may arise in the observational data is alos presented.  相似文献   

Recharging of contaminated aquifer with reclaimed sewage water     

M. M. Soliman  M. Nour El-Din  N. A. Hassan 《Environmental Geology》1995,25(3):211-213

About 40% of the water supply of Cairo, Egypt, is drawn from a groundwater reservoir located southeast of the Nile Delta. Several thousand shallow wells supply drinking water to the farmers from the same groundwater reservoir, which is recharged by seepage from Ismailia canal, the irrigation canal network, and other wastewater lagoons in the same areas. Sewage water lagoons were located at the high ground of the area, recharging contaminated water into the aquifer. Since the groundwater in this area is used for drinking purposes, it was decided to treat the sewage water recharging the aquifer for health reasons. In this paper a solution to the problem is presented using an injection well recharging good quality water into the aquifer. A pumping well located at a distance downstream is used to pump the contaminated water out of the aquifer. A three-dimensional solute transport model was developed to study the concentration distribution with remediation time in the contaminated zone.  相似文献   

Les minéralisations ferrifères du Sahara Algerien: le gisement de fer oolithique de Mecheri Abdelaziz (bassin de Tindouf)     

Salah Guerrak  Jean Jacques Chauvel 《Mineralium Deposita》1985,20(4):249-259

Résumé Le gisement de fer oolithique de Mecheri Abdelaziz (Famennien terminal du bassin de Tindouf), présente des caractères morphologiques et sédimentologiques qui permettent de penser que la minéralisation s'est mise en place dans des édifices deltaïques progradants.La minéralisation est complexe et comprend trois paragenèses principales; maghémite-magnétite, bavalite-hématite, bavalite-magnétite et quatre faciès types: faciès microconglomératique (FMC), faciès à oolithes dispersées dans une matrice détritique (FOD), faciès à oolithes dispersées dans une matrice non détritique (FOND) et faciès à oolithes jointives, cimentées (FOC).Les caractères des oolithes et de la mésostase montrent que les corps minéralisés résultent de l'accumulation d'oolithes, développées essentiellement par concrétionnement intrasédimentaire et ayant subi, avant le dépôt définitif, des phases alternantes d'oolithisation et de remise en suspension.Sur l'ensemble du gisement, les teneurs moyennes sont les suivantes: Fe total: 43,49%; SiO₂=13,66%; P₂O₅=2,31%; CaO=5,35%.En ce qui concerne la source du fer, il semble que la mise en place du minerai soit liée aux importantes réserves de quartzites ferrugineux situées dans le Précambrien du socle Réguibat, dont le stock métal initial a subi des remobilisations successives.

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The Mecheri Abdelaziz oolitic iron deposit (late Famennian of Tindouf Basin) shows morphological and sedimentological features of prograding deltaic sequences.The mineralization is complex and allows the recognition of 3 types of paragenesis: maghemite-magnetite, bavalite-hematite, bavalite-magnetite; and 4 types of facies: microconglomerate facies, oolites dispersed in a matrix with detritic elements, oolites dispersed in a matrix without detritic elements and oolites with cement.The comparison of oolites and matrix suggests that the orebodies are the result of oolites deposition, developed by intrasedimentary processes and before the final deposition, by alternating phases of oolitization and suspension.For the whole ore deposit, the main composition is: total Fe=43.49%; SiO₂=13.66%; P₂O₅=2.31%; CaO=5.35%.The major portion of iron was probably provided by continental leaching of the very important iron formations of the Precambrien Reguibat shield.

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Contribution of satellite altimetry data in the geophysical investigation of the Red Sea Region, Egypt     

Khaled H. Zahran  Salah Saleh 《Acta Geophysica》2006,54(3):303-318

Successful development of geodetic satellite missions has aroused new interest in determining global and regional gravity field based on satellite data. Satellite altimetry data enable direct determination of the geoid over sea regions. In Egypt, where land and marine geophysical data are inadequate because of rough topography and economic reasons, the use of satellite altimetry data is of special importance. The northern Red Sea region has been selected as a site for case study of the current research, after applying spectral analysis to reveal near-surface structure, the residual geoid of the studied region shows a good correlation with the known geologic features. Moreover, satellite-based gravity data enhance small-scale features and agrees well with land and marine gravity data. Thus, geoid undulation and satellite gravity data can be a complementary source of data to determine near-surface and deep structures.  相似文献   

Current motion and short-term deformations in the Suez–Sinai area from GPS observations     

Federica Riguzzi  Grazia Pietrantonio  Antonio Piersanti  Salah M. Mahmoud 《Journal of Geodynamics》2006,41(5):485-499

We analyze observations from eight GPS campaigns carried out between 1997 and 2005 on a network of 13 sites in the Suez–Sinai area, where separation between the African and the Arabian plates takes place. This is the key area to understand if and in which way Sinai behaves like a sub-plate of the African plate and the role played by seismic and geodetic (long-term) deformation release.Our analysis shows that, on average, the Suez–Sinai area motion, in terms of ITRF00 velocities, matches the African plate motion defined by the NNR-NUVEL-1A model.The horizontal principal strain rate axes estimated separately in the Gulf of Suez area and in the northern Sinai vary from compression across the Gulf (−2.2 ± 1.2) × 10⁻⁸ year⁻¹ to NE extension (1.0 ± 1.5) × 10⁻⁸ year⁻¹ in the North, showing the presence of two distinct domains, so that in our opinion Sinai cannot be considered simply a unique rigid block.The analysis of GPS baseline length variations shows short-term deformations across the Gulf of Suez, reaching up a maximum value of more than 1 cm in 8 years.Since current geodynamical models do not predict significant tectonic deformation in this area, we work under the hypothesis that a contribute may be expected by post-seismic relaxation effects. Under this hypothesis, we compare the baselines length variations with the post-seismic relaxation field associated with five major local earthquakes occurred in the area, testing two different viscoelastic models. Our results show that the detected short-term deformations are better modeled for viscosity values of 10¹⁸ Pa s in the lower crust and 10²⁰ Pa s in the asthenosphere. However, since the modeled post-seismic effect results modest and a certain amount of the detected deformation is not accounted for, we think that an improved modeling should take into account the lateral heterogeneities of crust and upper mantle structures.  相似文献   

Reliability-based design of spread footings on fibre-reinforced clay     

Assile Abou Diab  Shadi Najjar  Salah Sadek 《Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards》2018,12(2):135-151

The potential use of fibres in a number of geotechnical engineering applications is gaining more interest in the geotechnical community. A select application consists of the improvement of soft grounds to mitigate their problematic shear strength characteristics. Extensive experimental work has been reported on the response/behaviour of fibre-reinforced clay (FRC) and was recently complemented by several strength prediction models. The effectiveness of these models has not been thoroughly evaluated yet. The objectives of this study are to (1) quantify the model uncertainty of a newly developed FRC model that is aimed exclusively at predicting the “undrained” shear strength of FRCs, (2) combine the model uncertainty with other conventional sources of uncertainty to assess the reliability levels that are inherent in the ultimate limit state design of spread footings that rest on a top FRC layer underlain by weaker natural soft clay, and (3) recommend factors of safety that would ensure a target reliability level for these footings. Results indicate that the traditional safety factor of 3 should be used with caution as it may not be sufficient to yield the desired level of reliability, particularly for smaller footings, lower applied stresses, larger scales of fluctuation, and larger target reliability indices.  相似文献   

Late Cretaceous and Palaeocene clays of the northern Tunisia: potential use for manufacturing clay products     

Moufida Ben M’barek Jemaï  Narjess Karoui-Yaakoub  Ali Sdiri  Imed Ben Salah  Rim Azouzi  Joelle Duplay 《Arabian Journal of Geosciences》2015,8(12):11135-11148

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The Effect of the Modular Block Type on Segmental Walls in Soil Reinforced by Geogrid     

Eddine  Baaziz Salah  Mekki  Mellas 《Geotechnical and Geological Engineering》2021,39(5):3973-3980

The behavior of retaining walls in geosynthetic reinforced soil is complex and requires studies and research to understand the mechanisms of rupture, the behavior of the reinforcements in the soil and the behavior of the main elements of the system: reinforcement-wall-soil. Several researches have been done on the use of geosynthetics as backfill massive reinforcement material (experimental studies, numerical analysis, reduced models …). This parametric study was conducted to investigate the influence of modular blocks type on the behavior of reinforced soil segmental walls. A 3.6 m high wall is composed of modular blocks of earth sand reinforced with four geogrid layers was modeled. The properties of materials, the wall geometry, and the boundary conditions will be explained later. The finite difference computer program FLAC3D was used in this study. The results of this numerical study allowed deducing the importance of this parameter. The type of modular blocks has significant effect to decrease the values of lateral displacements of the wall and decreased tensile stress values in the layers of geogrid.

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Reliability-Based Design of Spatially Random Two-Layered Clayey Slopes     

Jaber  Reem  Najjar  Shadi  Sadek  Salah 《Geotechnical and Geological Engineering》2022,40(9):4563-4583

Geotechnical and Geological Engineering - Two-layered cohesive slopes are encountered in geotechnical applications involving embankments, dams, levees, and natural cut slopes. The reliability of...  相似文献