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The oil industry has, in the last decade, seen successful applications of nanotechnology in completion systems, completion fluids, drilling fluids, and in improvements of well constructions, equipment, and procedures. However, very few full field applications of nanoparticles as an additive to injection fluids for enhanced oil recovery (EOR) have been reported. Many types of chemical enhanced oil recovery methods have been used in fields all over the world for many decades and have resulted in higher recovery, but the projects have very often not been economic. Therefore, the oil industry is searching for a more efficient enhanced oil recovery method. Based on the success of nanotechnology in various areas of the oil industry, nanoparticles have been extensively studied as an additive in injection fluids for EOR. This book includes a selection of research articles on the use of nanoparticles for EOR application. The articles are discussing nanoparticles as additive in waterflooding and surfactant flooding, stability and wettability alteration ability of nanoparticles and nanoparticle stabilized foam for CO2-EOR. The book also includes articles on nanoparticles as an additive in biopolymer flooding and studies on the use of nanocellulose as a method to increase the viscosity of injection water. Mathematical models of the injection of nanoparticle-polymer solutions are also presented.
Technology: general issues --- nanomaterials --- pore throat size distribution --- mercury injection capillary pressure --- interfacial tension --- contact angle --- enhanced oil recovery --- surfactant --- nanoparticle --- chemical flooding --- nanocellulose --- cellulose nanocrystals --- TEMPO-oxidized cellulose nanofibrils --- microfluidics --- biopolymer --- silica nanoparticles --- nanoparticle stability --- reservoir condition --- reservoir rock --- crude oil --- nanoparticle agglomeration --- polymer flooding --- formation rheological characteristics --- polymer concentration --- recovery factor --- mathematical model --- nanoparticles --- foam --- CO2 EOR --- CO2 mobility control --- nanotechnology for EOR --- nanoparticles stability --- polymer-coated nanoparticles --- core flood --- EOR --- wettability alteration --- nanoparticle-stabilized emulsion and flow diversion --- n/a
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The oil industry has, in the last decade, seen successful applications of nanotechnology in completion systems, completion fluids, drilling fluids, and in improvements of well constructions, equipment, and procedures. However, very few full field applications of nanoparticles as an additive to injection fluids for enhanced oil recovery (EOR) have been reported. Many types of chemical enhanced oil recovery methods have been used in fields all over the world for many decades and have resulted in higher recovery, but the projects have very often not been economic. Therefore, the oil industry is searching for a more efficient enhanced oil recovery method. Based on the success of nanotechnology in various areas of the oil industry, nanoparticles have been extensively studied as an additive in injection fluids for EOR. This book includes a selection of research articles on the use of nanoparticles for EOR application. The articles are discussing nanoparticles as additive in waterflooding and surfactant flooding, stability and wettability alteration ability of nanoparticles and nanoparticle stabilized foam for CO2-EOR. The book also includes articles on nanoparticles as an additive in biopolymer flooding and studies on the use of nanocellulose as a method to increase the viscosity of injection water. Mathematical models of the injection of nanoparticle-polymer solutions are also presented.
nanomaterials --- pore throat size distribution --- mercury injection capillary pressure --- interfacial tension --- contact angle --- enhanced oil recovery --- surfactant --- nanoparticle --- chemical flooding --- nanocellulose --- cellulose nanocrystals --- TEMPO-oxidized cellulose nanofibrils --- microfluidics --- biopolymer --- silica nanoparticles --- nanoparticle stability --- reservoir condition --- reservoir rock --- crude oil --- nanoparticle agglomeration --- polymer flooding --- formation rheological characteristics --- polymer concentration --- recovery factor --- mathematical model --- nanoparticles --- foam --- CO2 EOR --- CO2 mobility control --- nanotechnology for EOR --- nanoparticles stability --- polymer-coated nanoparticles --- core flood --- EOR --- wettability alteration --- nanoparticle-stabilized emulsion and flow diversion --- n/a
Choose an application
The oil industry has, in the last decade, seen successful applications of nanotechnology in completion systems, completion fluids, drilling fluids, and in improvements of well constructions, equipment, and procedures. However, very few full field applications of nanoparticles as an additive to injection fluids for enhanced oil recovery (EOR) have been reported. Many types of chemical enhanced oil recovery methods have been used in fields all over the world for many decades and have resulted in higher recovery, but the projects have very often not been economic. Therefore, the oil industry is searching for a more efficient enhanced oil recovery method. Based on the success of nanotechnology in various areas of the oil industry, nanoparticles have been extensively studied as an additive in injection fluids for EOR. This book includes a selection of research articles on the use of nanoparticles for EOR application. The articles are discussing nanoparticles as additive in waterflooding and surfactant flooding, stability and wettability alteration ability of nanoparticles and nanoparticle stabilized foam for CO2-EOR. The book also includes articles on nanoparticles as an additive in biopolymer flooding and studies on the use of nanocellulose as a method to increase the viscosity of injection water. Mathematical models of the injection of nanoparticle-polymer solutions are also presented.
Technology: general issues --- nanomaterials --- pore throat size distribution --- mercury injection capillary pressure --- interfacial tension --- contact angle --- enhanced oil recovery --- surfactant --- nanoparticle --- chemical flooding --- nanocellulose --- cellulose nanocrystals --- TEMPO-oxidized cellulose nanofibrils --- microfluidics --- biopolymer --- silica nanoparticles --- nanoparticle stability --- reservoir condition --- reservoir rock --- crude oil --- nanoparticle agglomeration --- polymer flooding --- formation rheological characteristics --- polymer concentration --- recovery factor --- mathematical model --- nanoparticles --- foam --- CO2 EOR --- CO2 mobility control --- nanotechnology for EOR --- nanoparticles stability --- polymer-coated nanoparticles --- core flood --- EOR --- wettability alteration --- nanoparticle-stabilized emulsion and flow diversion
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The phenomenon of soil–structure interactions in marine environments has attracted great attention from coastal geotechnical engineers in recent years. One of the reasons for the growing interest is the rapid development of marine resources (such as in the oil and gas industry, marine renewable energy, and fish farming industry) as well as the damage to marine infrastructure that has occurred in the last two decades. To assist practical engineers in the design and planning of coastal geotechnical projects, a better understanding of the mechanisms of soil–structure interactions in marine environments is desired. This Special Issue reports the recent advances in the problems of structure–seabed interactions in marine environment and provides practical engineers and researchers with information on recent developments in this field.
Technology: general issues --- wave-seabed-structure interactions --- mesh-free model --- local radial basis function collocation method --- oscillatory liquefaction --- irregular wave --- sand --- void ratio --- disturbed state concept --- disturbance function --- constitutive model --- seepage failure --- critical hydraulic gradient --- excess pore pressure --- fluidization degree --- resuspension --- soil --- liquefaction --- fractional order --- cyclic mobility --- spudcan --- stiffness --- reduction --- finite element analysis --- dual-stage Eulerian-Lagrangian technique --- slope stability --- immersed tunnel --- solitary wave --- foundation trench --- numerical modeling --- scour --- marine structures --- numerical modelling --- sediment transport --- Biot's equations --- multiphase theory --- RANS equations --- seabed --- in situ test --- liquefied submarine sediments --- rheological characteristics --- pile jacking --- consolidation effect --- saturated fine-grained soil --- excess pore water pressure --- pile set-up --- side shear resistance --- hybrid Lagrangian-ALE method
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The phenomenon of soil–structure interactions in marine environments has attracted great attention from coastal geotechnical engineers in recent years. One of the reasons for the growing interest is the rapid development of marine resources (such as in the oil and gas industry, marine renewable energy, and fish farming industry) as well as the damage to marine infrastructure that has occurred in the last two decades. To assist practical engineers in the design and planning of coastal geotechnical projects, a better understanding of the mechanisms of soil–structure interactions in marine environments is desired. This Special Issue reports the recent advances in the problems of structure–seabed interactions in marine environment and provides practical engineers and researchers with information on recent developments in this field.
Technology: general issues --- wave-seabed-structure interactions --- mesh-free model --- local radial basis function collocation method --- oscillatory liquefaction --- irregular wave --- sand --- void ratio --- disturbed state concept --- disturbance function --- constitutive model --- seepage failure --- critical hydraulic gradient --- excess pore pressure --- fluidization degree --- resuspension --- soil --- liquefaction --- fractional order --- cyclic mobility --- spudcan --- stiffness --- reduction --- finite element analysis --- dual-stage Eulerian–Lagrangian technique --- slope stability --- immersed tunnel --- solitary wave --- foundation trench --- numerical modeling --- scour --- marine structures --- numerical modelling --- sediment transport --- Biot’s equations --- multiphase theory --- RANS equations --- seabed --- in situ test --- liquefied submarine sediments --- rheological characteristics --- pile jacking --- consolidation effect --- saturated fine-grained soil --- excess pore water pressure --- pile set-up --- side shear resistance --- hybrid Lagrangian–ALE method --- n/a --- dual-stage Eulerian-Lagrangian technique --- Biot's equations --- hybrid Lagrangian-ALE method
Choose an application
The phenomenon of soil–structure interactions in marine environments has attracted great attention from coastal geotechnical engineers in recent years. One of the reasons for the growing interest is the rapid development of marine resources (such as in the oil and gas industry, marine renewable energy, and fish farming industry) as well as the damage to marine infrastructure that has occurred in the last two decades. To assist practical engineers in the design and planning of coastal geotechnical projects, a better understanding of the mechanisms of soil–structure interactions in marine environments is desired. This Special Issue reports the recent advances in the problems of structure–seabed interactions in marine environment and provides practical engineers and researchers with information on recent developments in this field.
wave-seabed-structure interactions --- mesh-free model --- local radial basis function collocation method --- oscillatory liquefaction --- irregular wave --- sand --- void ratio --- disturbed state concept --- disturbance function --- constitutive model --- seepage failure --- critical hydraulic gradient --- excess pore pressure --- fluidization degree --- resuspension --- soil --- liquefaction --- fractional order --- cyclic mobility --- spudcan --- stiffness --- reduction --- finite element analysis --- dual-stage Eulerian–Lagrangian technique --- slope stability --- immersed tunnel --- solitary wave --- foundation trench --- numerical modeling --- scour --- marine structures --- numerical modelling --- sediment transport --- Biot’s equations --- multiphase theory --- RANS equations --- seabed --- in situ test --- liquefied submarine sediments --- rheological characteristics --- pile jacking --- consolidation effect --- saturated fine-grained soil --- excess pore water pressure --- pile set-up --- side shear resistance --- hybrid Lagrangian–ALE method --- n/a --- dual-stage Eulerian-Lagrangian technique --- Biot's equations --- hybrid Lagrangian-ALE method
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