Loading...
Search for: sedimentation
0.013 seconds
Total 99 records

    A new geochemical reactive transport model for sandstone acidizing

    , Article Computers and Geosciences ; Volume 166 , 2022 ; 00983004 (ISSN) Khojastehmehr, M ; Bazargan, M ; Sharif University of Technology
    Elsevier Ltd  2022
    Abstract
    Understanding the chemistry of sandstone acidizing is important in designing an effective treatment for subsurface rock formations. The complex chemistry of sandstone systems leads to the precipitation of minerals that contribute to formation damage. Thus, monitoring the concentration and location of precipitates is necessary. In this work, a continuum-scale sequential implicit LEA/PLEA reactive transport model is developed and programmed through coupling OpenFOAM and Reaktoro to improve the model prediction. The proposed LEA/PLEA models are compared for core acidizing simulations at relatively high and low Damköhler numbers. We found that the common assumption of kinetically-controlled flow... 

    Efficient back analysis of multiphysics processes of gas hydrate production through artificial intelligence

    , Article Fuel ; Volume 323 , 2022 ; 00162361 (ISSN) Zhou, M ; Shadabfar, M ; Huang, H ; Leung, Y. F ; Uchida, S ; Sharif University of Technology
    Elsevier Ltd  2022
    Abstract
    Natural gas hydrate, a crystalline solid existing under high-pressure and low-temperature conditions, has been regarded as a potential alternative energy resource. It is globally widespread and occurs mainly inside the pores of deepwater sediments and sediments under permafrost area. Hydrate production via well depressurization is deemed well-suited to existing technology, in which the pore pressure is lowered, the natural gas hydrate is dissociated into water and gas, and the water and gas are produced from well. This method triggers multiphysics processes such as fluid flow, heat transfer, energy adsorption, chemical reaction and sediment deformation, all of which are dependent on the... 

    Nanofluid preparation, stability and performance for CO2 absorption and desorption enhancement: A review

    , Article Journal of Environmental Management ; Volume 313 , 2022 ; 03014797 (ISSN) Tavakoli, A ; Rahimi, K ; Saghandali, F ; Scott, J ; Lovell, E ; Sharif University of Technology
    Academic Press  2022
    Abstract
    In recent years, the importance of capturing CO2 has increased due to the necessity of minimizing climate change and the detrimental effects of CO2 emissions from industrial processes. CO2 absorption, as one of the most mature carbon capture technologies, has been improved by introducing nanosized particles into liquid absorbents. Nanofluids have been the subject of interest in many studies recently due to their tremendous impact on absorption. This review comprehensively examines the CO2 absorption behavior for nanofluids through the investigation of different absorption systems. Potential mechanisms for improving the absorption/regeneration performance of nanoabsorbents as well as the... 

    Slope stability of an unsaturated embankment with and without natural pore water salinity subjected to rainfall infiltration

    , Article Yantu Lixue/Rock and Soil Mechanics ; Volume 43, Issue 8 , 2022 , Pages 2136-2148 ; 10007598 (ISSN) Sadeghi, H ; Kolahdooz, A ; Ahmadi, M. M ; Sharif University of Technology
    Biodiversity Research Center Academia Sinica  2022
    Abstract
    Natural soils contain a certain amount of salt in the form of dissolved ions or electrically charged atoms, originated from the long-term erosion by acidic rainwater. The dissolved salt poses an extra osmotic water potential being normally neglected in laboratory measurements and numerical analyses. However, ignorance of salinity may result in overestimation of stability, and the design may not be as conservative as thought. Therefore, this research aims to first experimentally examine the influence of pore water salinity on water retention curve and saturated permeability of natural dispersive loess under saline and desalinated conditions. Second, the measured parameters are used for... 

    Clay-plug sediment as the locus of arsenic pollution in Holocene alluvial-plain aquifers

    , Article Catena ; Volume 202 , 2021 ; 03418162 (ISSN) Kumar, S ; Ghosh, D ; Donselaar, M. E ; Burgers, F ; Ghosh, A. K ; Sharif University of Technology
    Elsevier B.V  2021
    Abstract
    Shallow aquifers in many Holocene alluvial basins around the world have in the last three decades been identified as arsenic pollution hotspots, in which the spatial variation of natural (or: geogenic) arsenic concentration is conditioned by the meandering-river geomorphology and the fluvial lithofacies distribution. Despite the large amount of publications on the specifics of the pollution, still many uncertainties remain as to the provenance and processes that lead to arsenic enrichment in aquifers. In this paper, arsenic in abandoned and sediment-filled meandering-river bends (or: clay-plugs) is highlighted as a primary source of aquifer pollution. The combination of high organic-carbon... 

    Effect of microstructure on shear strength and dilatancy of unsaturated loess at high suctions

    , Article Canadian Geotechnical Journal ; Volume 57, Issue 2 , February , 2020 , Pages 221-235 Ng, C. W. W ; Sadeghi, H ; Jafarzadeh, F ; Sadeghi, M ; Zhou, C ; Baghbanrezvan, S ; Sharif University of Technology
    Canadian Science Publishing  2020
    Abstract
    To investigate the influences of microstructure changes on dilatancy of unsaturated loess at high suctions, a direct shear box device using the vapour equilibrium technique was used. Through conducting two series of direct shear tests on both intact and recompacted loess specimens and also investigating microstructural changes using the mercury intrusion porosim-etry (MIP) technique, a linear increase in dilatancy with suctions ranging from 8 to 230 MPa can be identified at different net stresses. The enhanced dilatancy observed is mainly attributed to desiccation-induced high suctions as the reduction in void ratio due to enhancement of suction was negligible. A macrovoid ratio, eM, may be... 

    Influence of lakebed sediment deposit on the interaction of hypersaline lake and groundwater: A simplified case of lake Urmia, Iran

    , Article Journal of Hydrology ; Volume 588 , 2020 Sheibani, S ; Ataie Ashtiani, B ; Safaie, A ; Simmons, C. T ; Sharif University of Technology
    Elsevier B.V  2020
    Abstract
    Lake Urmia, which was once the second-largest saline lake in the world, has been shrinking dramatically. Moreover, Lake Urmia has become supersaturated with total salinity averaging more than 350 g/l. Salt precipitation and dissolved materials brought by inflowing rivers have formed a layer of sediment with low hydraulic conductivity on the lakebed. Considering the flat bathymetry of Lake Urmia, we conducted a series of numerical simulation scenarios to study the groundwater flow pattern in the vicinity of the hypersaline Lake Urmia using COMSOL Multiphysics®. In the first step, we performed the simulations in steady-state conditions. Secondly, we simulated the lake level fall in 10 years at... 

    Appraising the impacts of SiO2, ZnO and TiO2 nanoparticles on rheological properties and shale inhibition of water-based drilling muds

    , Article Colloids and Surfaces A: Physicochemical and Engineering Aspects ; Volume 581 , 2019 ; 09277757 (ISSN) Esfandyari Bayat, A ; Shams, R ; Sharif University of Technology
    Elsevier B.V  2019
    Abstract
    In recent decades, utilizing of water-based muds (WBMs) in drilling oil and gas wells is ever increasing comparing to oil-based muds and synthetic-based muds due to the lower environmental issues. However, the main drawbacks with WBMs are rheological properties inefficiency and shale swelling which have caused attentions turn to improvement of WBMs’ rheological properties. In this study, the effects of various nanoparticles (NPs) namely titanium dioxide (TiO2), silicon dioxide (SiO2), and zinc oxide (ZnO) on improving rheological properties and shale recovery rate of a WBM sample at two temperatures (25 and 50 °C) were investigated. The concentrations of NPs in the base mud were set at 0.01,... 

    Selective withdrawal optimization in a multipurpose water use reservoir

    , Article International Journal of Environmental Science and Technology ; Volume 16, Issue 10 , 2019 , Pages 5559-5568 ; 17351472 (ISSN) Aghasian, K ; Moridi, A ; Mirbagheri, A ; Abbaspour, M ; Sharif University of Technology
    Center for Environmental and Energy Research and Studies  2019
    Abstract
    Dam construction in arid and semiarid regions is generally related to the risk of increased salinity, due to water passage in contact with salty formations. Hence, it is important to take reservoir thermal and salinity stratification into account in operational rules. In the present study, a simulation–optimization model was developed to determine the amount of water release from various outlets to discharge the brine from hypolimnion layer considering the downstream water quality limitations. The most appropriate time, rate, and concentration to release brine were determined based on water consumption conditions and downstream water demand and river ecology characteristics. The proposed... 

    The power of environmental observatories for advancing multidisciplinary research, outreach, and decision support: the case of the minnesota river basin

    , Article Water Resources Research ; Volume 55, Issue 4 , 2019 , Pages 3576-3592 ; 00431397 (ISSN) Gran, K. B ; Dolph, C ; Baker, A ; Bevis, M ; Cho, S. J ; Czuba, J. A ; Dalzell, B ; Danesh Yazdi, M ; Hansen, A. T ; Kelly, S ; Lang, Z ; Schwenk, J ; Belmont, P ; Finlay, J. C ; Kumar, P ; Rabotyagov, S ; Roehrig, G ; Wilcock, P ; Foufoula Georgiou, E ; Sharif University of Technology
    Blackwell Publishing Ltd  2019
    Abstract
    Observatory-scale data collection efforts allow unprecedented opportunities for integrative, multidisciplinary investigations in large, complex watersheds, which can affect management decisions and policy. Through the National Science Foundation-funded REACH (REsilience under Accelerated CHange) project, in collaboration with the Intensively Managed Landscapes-Critical Zone Observatory, we have collected a series of multidisciplinary data sets throughout the Minnesota River Basin in south-central Minnesota, USA, a 43,400-km2 tributary to the Upper Mississippi River. Postglacial incision within the Minnesota River valley created an erosional landscape highly responsive to hydrologic change,... 

    Geotechnical characterization and collapsibility of a natural dispersive loess

    , Article Engineering Geology ; Volume 250 , 2019 , Pages 89-100 ; 00137952 (ISSN) Sadeghi, H ; Kiani, M ; Sadeghi, M ; Jafarzadeh, F ; Sharif University of Technology
    Elsevier B.V  2019
    Abstract
    During preliminary investigation phase of the national Chabahar-Zahedan railway line, serious geotechnical problems including non-uniform settlements, tensile cracks, and local collapse were reported in parts of the path near the coastline. A follow-up field investigation revealed that the in-situ soil at construction site has a metastable structure being sensitive to saturation and loading. Therefore, a comprehensive series of physical, chemical, electro-chemical, and geotechnical tests were conducted to classify and characterize the soil properties and behavior in its natural state. The natural soil was classified as a clayey loess with moderately dispersive to dispersive characteristics.... 

    Effect of an obstacle on the depositional behaviour of turbidity currents

    , Article Journal of Hydraulic Research ; Volume 57, Issue 1 , 2019 , Pages 75-89 ; 00221686 (ISSN) Farizan, A ; Yaghoubi, S ; Firoozabadi, B ; Afshin, H ; Sharif University of Technology
    Taylor and Francis Ltd  2019
    Abstract
    Turbidity currents are responsible for much of the sedimentation in reservoirs. In order to control these flows, various methods such as placing an obstacle in their path have been proposed. In this study, the effect of inlet sediment concentration and obstacle height on the behaviour of turbidity currents is investigated experimentally. For this purpose, some experiments were carried out with different inlet concentrations and various obstacle heights. Velocity and concentration profiles were measured using an acoustic Doppler velocimeter. To examine the depositional behaviour of turbidity current, suspended sediment flux was calculated using velocity and concentration profiles of the... 

    Experimental study of obstacle effect on sediment transport of turbidity currents

    , Article Journal of Hydraulic Research ; Volume 56, Issue 5 , 2018 , Pages 618-629 ; 00221686 (ISSN) Abhari, M. N ; Iranshahi, M ; Ghodsian, M ; Firoozabadi, B ; Sharif University of Technology
    Taylor and Francis Ltd  2018
    Abstract
    The effects of an obstacle on the suspended load transport rate of supercritical turbidity currents were investigated experimentally. A Vectrino velocity meter was used to measure velocity and sediment concentration profiles. The effects of important parameters including inlet discharge, mean inlet sediment concentration and obstacle height on suspended load transport rate were investigated. In the upstream velocity profiles, the obstacle generates the reflected and the interface regions in addition to the wall and the jet regions. The average amount of suspended load transport rate downstream of the obstacle decreases to about 92%. This confirms the depositional behaviour of turbidity... 

    Effect of an obstacle on the depositional behaviour of turbidity currents

    , Article Journal of Hydraulic Research ; 2018 , Pages 1-15 ; 00221686 (ISSN) Farizan, A ; Yaghoubi, S ; Firoozabadi, B ; Afshin, H ; Sharif University of Technology
    Taylor and Francis Ltd  2018
    Abstract
    Turbidity currents are responsible for much of the sedimentation in reservoirs. In order to control these flows, various methods such as placing an obstacle in their path have been proposed. In this study, the effect of inlet sediment concentration and obstacle height on the behaviour of turbidity currents is investigated experimentally. For this purpose, some experiments were carried out with different inlet concentrations and various obstacle heights. Velocity and concentration profiles were measured using an acoustic Doppler velocimeter. To examine the depositional behaviour of turbidity current, suspended sediment flux was calculated using velocity and concentration profiles of the... 

    Experimental study on the interfacial instability of particle-laden stratified shear flows

    , Article Journal of the Brazilian Society of Mechanical Sciences and Engineering ; Volume 40, Issue 4 , April , 2018 ; 16785878 (ISSN) Khavasi, E ; Firoozabadi, B ; Sharif University of Technology
    Springer Verlag  2018
    Abstract
    Turbidity currents are one of the more frequently observed types of stratified flows. In these currents, the density difference is created as a result of suspended particles. The interfacial instability of turbidity current is studied experimentally in the present research. Both Kelvin–Helmholtz and (asymmetric) Holmboe instabilities are observed during the experiments; the first one was downstream, and the second one was upstream of the obstacle. Kelvin–Helmholtz instability is observed by approximately zero (phase) speed with respect to the mean flow. With the aim of measuring spectral distribution of velocity fluctuations, the effects of some parameters are studied on interfacial waves;... 

    Experimental investigation of slip velocity and settling distribution of micro-particles in converging–diverging microchannel

    , Article Microsystem Technologies ; Volume 23, Issue 8 , 2017 , Pages 3361-3370 ; 09467076 (ISSN) Shirinzadeh, F ; Saidi, M. H ; Davari, A ; Sharif University of Technology
    Springer Verlag  2017
    Abstract
    An experimental test bed based on single particle tracking techniques is employed in order to investigate the velocity domain, slip velocity, and settling distribution of micro-particles in low-Reynolds number poiseuille flow in converging–diverging microchannel. Three-dimensional velocity domain of particles are studied in the presence of walls and compared with the particle-free fluid. The results show that the velocity of particles moving near the side walls of microchannel decreases about 30 % compared to those moving at the centerline. Furthermore, the effects of converging–diverging geometry on sedimentation of micro-particles are considered. The results show an average decrease of... 

    Heat transfer and entropy generation analysis of hybrid graphene/Fe3O4 ferro-nanofluid flow under the influence of a magnetic field

    , Article Powder Technology ; Volume 308 , 2017 , Pages 149-157 ; 00325910 (ISSN) Mehrali, M ; Sadeghinezhad, E ; Akhiani, A. R ; Tahan Latibari, S ; Metselaar, H. S. C ; Kherbeet, A. S ; Mehrali, M ; Sharif University of Technology
    Elsevier B.V  2017
    Abstract
    The heat transfer characteristics and entropy generation rate of hybrid graphene-magnetite nanofluids under forced laminar flow that subjected to the permanent magnetic fields were investigated. For this purpose, a nanoscale reduced graphene oxide-Fe3O4 hybrid was synthesized by using graphene oxide, iron salts and tannic acid as the reductant and stabilizer. The thermophysical and magnetic properties of the hybrid nanofluid have been widely characterized and thermal conductivity has shown an enhancement of 11%. The experimental results indicated that the heat transfer enhancement of hybrid magnetite nanofluid compared to the case of distilled was negligible when no magnetic field was... 

    Evaluation of permeable pavement responses to urban surface runoff

    , Article Journal of Environmental Management ; Volume 187 , 2017 , Pages 43-53 ; 03014797 (ISSN) Kamali, M ; Delkash, M ; Tajrishy, M ; Sharif University of Technology
    Academic Press  2017
    Abstract
    The construction of permeable pavement (PP) in sidewalks of urban areas is an alternative low impact development (LID) to control stormwater runoff volume and consequently decrease the discharge of pollutants in receiving water bodies. In this paper, some laboratory experiments were performed to evaluate the efficiency of a PP subjected to sediment loadings during its life span. Simple infiltration models were validated by the laboratory experiments to evaluate the trend and extend of PP infiltration capacity throughout the life of the pavement operation. In addition, performances of the PP in removing total suspended solids (TSS) and selective nutrient pollutants such as NO3 −, NH4 + and... 

    Experimental investigation of the effect of inlet concentration on the behavior of turbidity currents in the presence of two consecutive obstacles

    , Article Journal of Waterway, Port, Coastal and Ocean Engineering ; Volume 143, Issue 2 , 2017 ; 0733950X (ISSN) Yaghoubi, S ; Afshin, H ; Firoozabadi, B ; Farizan, A ; Sharif University of Technology
    American Society of Civil Engineers (ASCE)  2017
    Abstract
    Turbidity currents are often the main processes of sediment transport in deep waters and reservoirs. To prevent sedimentation in critical locations, various methods, such as placing solid obstacles in the path of these flows, have been proposed. In the present study, the effect of inlet concentration on the behavior of turbidity currents in the presence of two consecutive triangular obstacles was investigated experimentally. For this purpose, a series of laboratory experiments were conducted with various inlet concentrations. In each experiment, velocity and concentration profiles were measured using an acoustic Doppler velocimeter. The velocity of the current head and local Froude number... 

    Effect of specimen preparation techniques on dynamic properties of unsaturated fine-grained soil at high suctions

    , Article Canadian Geotechnical Journal ; Volume 54, Issue 9 , 2017 , Pages 1310-1319 ; 00083674 (ISSN) Ng, C. W. W ; Baghbanrezvan, S ; Sadeghi, H ; Zhou, C ; Jafarzadeh, F ; Sharif University of Technology
    Canadian Science Publishing  2017
    Abstract
    The seismic response of soil depends on proper evaluation and use of soil dynamic properties, including shear modulus and damping ratio at various strain levels. Despite extensive studies on the shear modulus and damping ratio of saturated soils, research on the dynamic properties of unsaturated fine-grained soils — especially at high suction — is limited. This study aims to investigate the dynamic properties of loess at a variety of initial states resulting from different specimen preparation techniques (reconstituted, recompacted, and intact) and their evolutions due to suction-induced desiccation. Results of resonant column tests show that at initial states, the specimen preparation...