Food and feeding ecology of juvenile albacore, Thunnus alalunga, off the Bay of Biscay: a case study     

Pusineri  C.; Vasseur  Y.; Hassani  S.; Meynier  L.; Spitz  J.; Ridoux  V. 《ICES Journal of Marine Science》2005,62(1):116-122

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A Miniature Seismic Reflection System for Evaluation of Concrete Linings     

F. P. Hassani  A. Sadri  M. Momayez 《Pure and Applied Geophysics》1997,150(3-4):677-691

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Physicochemical and biological treatability studies of urban solid waste leachate     

A. Torabian  A. H. Hassani  S. Moshirvaziri 《International Journal of Environmental Science and Technology》2004,1(2):103-107

In this research, physical, chemical and biological treatability of Tehran solid waste leachate was studied. Results indicate that the amount of COD for the fresh raw leachate of Tehran is equal to 66,608 mg/l. The leachate is transferred to an equalization tank for storage and pH control process. After neutralization, leachate is introduced to an up flow and down flow anaerobic reactor. The effluent of anaerobic reactor is conducted to a sequencing batch reactor. Sequence batch reactor (SBR) effluent was pumped in to sand and activated carbon filters, after chemical coagulation and clarification. Results showed that anaerobic reactor with detention time of 3 days had a 35% COD removal and increasing the detention time to 4.5 days would improve the COD removal to 45%. Nutrient adjustment with phosphorus and nitrogen increased the initial 23% efficiency of sequence batch reactor to 44%. The effluent COD of SBR reactor was 21,309 mg/l. Recycling of aerobic reactor effluent with incoming feed to anaerobic reactor reduced the anaerobic reactor influent COD to 20,000 mg/l and this caused 53% and 57% COD removal in the anaerobic and aerobic effluent, respectively. The total systems COD performance increased to 80% and SBR effluent COD eventually reduced to 4,000 mg/l. Coagulation, flocculation and sedimentation processes were practiced to make the 4,000 mg/l effluent COD comply with environmental standards of Iran. The optimum coagulant found to be ferric chloride with the dosage of 50 mg/l at pH of 12, which reduced 10% of COD to an amount of 3,676 mg/l. The effluent was stored in a tank and then pumped in to pressure sand filter and afterwards to activated carbon filter. The COD removal was three and 90% for sand and activated carbon filters, respectively. The total process reduced the remaining COD to 36 mg/l, which is in compliance with environmental standards of Iran.  相似文献   

Geotechnical assessment of the bearing capacity of coal mine floors     

A. Afrouz  F. P. Hassani  M. J. Scoble 《Geotechnical and Geological Engineering》1988,6(4):297-312

Summary This investigation concerns 3 longwall faces having variable strata and mining conditions, but supported by 202 tonnes hydraulic 6-leg chocks. Bearing capacity tests along the faces were conducted to evaluate the factors influencing floor deformation and failure. The effect of size, shape and perimeter of the base plates, thickness of the floor layer, time and moisture on the ultimate bearing capacity of the floor was measured and discussed. Application of this work is the prediction of stability and support performance of face ends, as well as the design of support systems and ground control on production faces.  相似文献   

Hydro-mechanical evaluation of stabilized mine tailings   总被引：3，自引：0，他引：3  

A. Mohamed  M. Hossein  F. Hassani 《Environmental Geology》2002,41(7):749-759

. In this study, mine tailings waste was stabilized using a combination of lime, fly ash type "C", and aluminum. Treated samples were subjected to mineral identification for evaluating the formation of ettringite and gypsum. Also, unconfined compression, hydraulic conductivity, and cyclic freeze and thaw tests were performed to evaluate the hydro-mechanical properties of the stabilized samples. Experimental results have shown that the application of lime and fly ash type "C" to high sulfate content tailings has improved its plasticity, workability, and volume stability. Moreover, upon addition of aluminum to lime and fly ash in a sulfate-rich environment, ettringite and calcium sulfo-aluminate hydrate are formed in these samples. Application of 5% lime, 10% fly ash type "C", in combination with 110 ppm aluminum, resulted in the formation of a solid monolith capable of producing more than 1,000 kPa of unconfined compressive strength, and reduced tailings permeability to 1.96᎒^–6 cm s^–1, which is less than the recommended permeability of 10^–5 cm s^–1 by most environmental protection agencies for reusability of solidified/stabilized samples. The permeability of the treated tailings samples remained below the recommended permeability, even after exposing the treated samples to 12 freeze and thaw cycles. Therefore, based on the experimental results, it is concluded that treatment of high sulfate-content tailings with lime and fly ash, combined with the availability of aluminum for reactions, is a successful method of solidifying highly reactive mine tailings.  相似文献   

Feasibility study of water purification using vertical porous concrete filter     

M. M. Taghizadeh M.Sc.  A. Torabian  M. Borghei  A. H. Hassani 《International Journal of Environmental Science and Technology》2007,4(4):505-512

Cheapest and simplest techniques of filtration systems are required for rural water treatment in developing countries. Using a filter made of blocks for the water treatment enables us to make porous concrete filter and use it vertically. It is expected that the required area would decrease by more than 70 % if porous concrete filters were used vertically. The operation and backwash mode would be simpler than using horizontal sand filters as filters made of blocks would be used instead. The feasibility study focused on finding adequate materials, compositions and methods of making a block with enough resistance to water pressure, sufficient porosity for water transformation and using inexpensive and available materials. A pilot study was performed to determine an appropriate thickness of filter. Testing the porous filter in another pilot study using the low overflow rate of river water showed biological growth in that media and an adequate efficiency of about 90–100 % was obtained for decreasing the coliform bacteria. The required backwash water was 2.9 % of total treated water.  相似文献   

A local-scale groundwater flow model for groundwater resources management in Dakhla Oasis,SW Egypt   总被引：1，自引：1，他引：0  

A.?M.?EbraheemEmail author  S.?Riad  P.?Wycisk  A.?M.?Sefelnasr 《Hydrogeology Journal》2004,12(6):714-722

Dakhla Oasis is located in the Western Desert of Egypt. Groundwater exploited from the Nubian Sandstone aquifer is the only available water resource in this area. This resource has been heavily exploited since 1960, which has led to a substantial decline in the potentiometric surface of the aquifer. A regional numerical groundwater flow model, calibrated under unsteady-state conditions, has been developed and used to investigate the hydrodynamic impacts of different groundwater management options on the potentiometry of the aquifer. To account for local details and to allow a precise analysis of pumping and the resulting drawdown in Dakhla Oasis, a local-scale model was developed by refining the grid cells in the calibrated regional model. The local-scale model gave a detailed picture about the expected drawdown due to the different groundwater management options in the next 100 years. The simulated results indicated that the planned increase in groundwater extraction will have a major impact on groundwater flow patterns in the whole area located southwest of Dakhla Oasis.

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Resumen El oasis Dakhla está situado en el gran desierto occidental de Egipto. El agua subterránea que se extrae del acuífero de roca arenosa nubia es la única fuente de agua disponible en esta área. Este recurso ha sido explotado en medida considerable desde 1960. Este hecho he causado una disminución sustancial en la superficie potenciométrica del acuífero. Se ha desarollado un modelo de flujo de agua subterránea numérico regional calibrado bajo condiciones de estado variable. Este modelo se ha utilizado para investigar el impacto hidrodinámico que diferentes opciones de manejo de aguas subterráneas tienen sobre la potenciometría del acuífero. Se desarolló un modelo de escala local mediante el refinamiento de las células de malla en el modelo regional calibrado con el objecto de involucrar los detalles locales y de permitir un análisis preciso del bombeo y disminución del nivel de aqua resultante en el oasis Dakhla. El modelo de escala local proporcionó un imagen detallada de la disminución de nivel esperada según las diferentes opciones de manejo de agua subterranea en los próximos 100 años. Los resultados simulados indican que el incremento de extración planificado en la agua subterránea tendrá un gran impacto en el patrón de flujo de agua subterranea en toda el area ubicada al suroeste del oasis de Dakhla.

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Résumé Loasis de Dakhla est située dans la partie occidentale du désert dÉgypte. La seule source deau disponible dans la région provient de lexploitation de laquifère gréseux de Nubian. Cette ressource a largement été exploitée depuis 1960, résultant en la diminution significative de la surface piézométrique de laquifère. Un modèle numérique découlement régional de leau souterraine, calibré en régime transitoire, a été développé et utilisé afin détudier les impacts hydrodynamiques de différents scénarios de gestion de laquifère sur la surface piézométrique. Afin dinclure les particularités locales et de réaliser une analyse précise du pompage et du rabattement qui y est associé dans lOasis de Dakhla, un modèle local découlement a été développé en raffinant le maillage dans le modèle régional préalablement calibré. Le modèle local découlement fournit une image détaillée du rabattement prévu pour les cent prochaines années selon les différents scénarios de gestion de laquifère. Les résultats obtenus par simulation numérique indiquent que laugmentation prévue dans lexploitation de leau souterraine aura un impact majeur sur les patrons découlement de leau souterraine dans toute la région située au sud-ouest de loasis de Dakhla.

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Role of Fracturing in the Organization of the Karst Features of Azrou Plateau (Middle Atlas,Morroco) Studied by Remote Sensing Imagery     

Faiza Menjour  Toufik Remmal  Mustapha Hakdaoui  Fouad El Kamel  Kawtar Lakroud  Fouad Amraoui  Iz-Eddine El Amrani El Hassani  Benjamin Van wyk de vries  Pierre Boivin 《Journal of the Indian Society of Remote Sensing》2017,45(6):1015-1030

Karst formation geometry can be controlled by fractures and faults, and by other lithologies. Here we show the organization of kastic collapse features related to structures and to extensive basaltic lava flows in the Middle Atlas of Morocco. A lineament map of major faults and fractures has been created for the Middle Atlas using Landsat 7 ETM⁺ satellite images. This shows a dominant NE–SW regional direction and less prominent NNW–SSE and ENE–WSE directions. All these directions coincide with the alignments of karstic depressions that have formed in the Liassic limestones. The basaltic flows covering these formations on the Middle Atlas limestone plateau, have allowed the generation of cryptokarst, geometrically organized a long these major lineament directions. Karst landforms probabaly existed before the eruption of the lavas, but there were partly invaded by intrusions and volcanism. The extensive basaltic flows allowed for increased infiltration, and subsurface water flow, increasing the rate of kast formation after eruptions. Some basins show evidence of increased subsidence after lava emplacement (Aguelmam Sidi Ali Lake) and some maar-like craters also have subsided after eruption, by karts formation. We lay out the structural and lithological controls on Karstic formation in an intraplate volcanic field based on limestones and evaporites.  相似文献   

Seismic performance and damage incurred by monolithic concrete self-centering rocking walls under the effect of axial stress ratio     

Abouzar Jafari  Mohammad Reza Ghasemi  Habib Akbarzadeh Bengar  Behrooz Hassani 《Bulletin of Earthquake Engineering》2018,16(2):831-858

Self-centering rocking walls offer the possibility of minimizing repair costs and downtimes, and also nullify the residual drift after seismic events, thanks to their self-centering properties. In this paper, the effect of axial stress ratio on the behavior of monolithic self-centering rocking walls is investigated by utilizing a developed finite element model. To verify the validity of the finite element model, results and observed damage in the model are compared with those of a full-scale wall test. The axial stress ratio is varied from 0.024 to 0.30 while keeping the other structural parameters constant. For qualitative damage evaluation, the observed damage in the model compared with expected damage states of desired performance levels. In order to evaluate the incurred damage quantitatively, the amount of crushing and damage in the wall is calculated by utilizing several ratios (crushing ratio and damage ratio). Furthermore, seismic response factors (i.e., μ, R and C_d) are calculated for different axial stress ratio values. The obtained results showed that, in order to satisfy the requirements of desired performance levels, the maximum axial stress ratio should be approximately within the range of 0.10–0.15. In addition, the maximum overall damage ratio and crushing ratio are suggested to be less than 5%. For axial stress ratio higher than 0.15, the flag-shaped pattern of hysteresis curves completely disappeared and the variation of displacement ductility is less sensitive to axial stress ratio. Considering the maximum axial stress ratio limited to 0.150, values of 4 and 3.5 are conservatively proposed as a period-independent response modification factor and displacement modification factor of the investigated structural wall, respectively.  相似文献   

Modelling wind-erosion risk in the Laghouat region (Algeria) using geomatics approach     

Djouher Saadoud  Mohamed Saïd Guettouche  Mohamed Hassani  Francisco José Martin Peinado 《Arabian Journal of Geosciences》2017,10(16):363

Wind-erosion risk is a challenge that threatens land development in dry-land regions. Soil analysis, remote sensing, climatic, vegetal cover and topographic data were used in a geographic information system (GIS), using multi-criteria analysis (MCA) to map wind-erosion risk (R_we) in Laghouat, Algeria. The approach was based on modelling the risk and incorporating topographic and climatic effects. The maps were coded according to their sensitivity to wind erosion and to their socio-economic potential, from low to very high. By overlapping the effects of these layers, qualitative maps were drawn to reflect the potential sensitivity to wind erosion per unit area. The results indicated that severe wind erosion affects mainly all the southern parts and some parts in the north of Laghouat, where wind-erosion hazard (H_we) is very high in 43% of the total area, and which was affected mainly by natural parameters such as soil, topography and wind. The results also identified features vulnerable to R_we. The product of the hazard and the stake maps indicated the potential risk areas that need preventive measures; this was more than half of the study area, making it essential to undertake environmental management and land-use planning.  相似文献