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  • 1
    Online Resource
    Online Resource
    Bentham Science Publishers Ltd. ; 2018
    In:  Letters in Organic Chemistry Vol. 15, No. 12 ( 2018-11-14), p. 1007-1011
    In: Letters in Organic Chemistry, Bentham Science Publishers Ltd., Vol. 15, No. 12 ( 2018-11-14), p. 1007-1011
    Type of Medium: Online Resource
    ISSN: 1570-1786
    Language: English
    Publisher: Bentham Science Publishers Ltd.
    Publication Date: 2018
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  • 2
    Online Resource
    Online Resource
    Springer Science and Business Media LLC ; 2020
    In:  Scientific Reports Vol. 10, No. 1 ( 2020-05-08)
    In: Scientific Reports, Springer Science and Business Media LLC, Vol. 10, No. 1 ( 2020-05-08)
    Abstract: The photocatalytic activity of the ZnO NRs/CuO composite film was investigated by using both experimental and numerical methods. The ZnO NRs/CuO composite film exhibits significantly enlarge absorption range to visible-light and suppress the recombination rate of the photogenerated electron-hole pairs, which can be well utilized as a photocatalyst. The ZnO NRs/CuO composite film also presents good stability, and reusability, and durability for photo-decomposition purpose. The optimal ZnO NRs/CuO composite film contains 1μ-thick of CuO film and 10 nm-thick of ZnO NRs film. The donor concentration in ZnO NRs film should be lower than 10 16  cm −3 . The short circuit current density of the optimal composite film is 25.8 mA/cm 2 resulting in the calculated pseudo-order rate constant of 1.85 s −1 . The enhancement in degradation efficiency of this composite film is attributed to the inner electric field and large effective surface area of ZnO NRs film.
    Type of Medium: Online Resource
    ISSN: 2045-2322
    Language: English
    Publisher: Springer Science and Business Media LLC
    Publication Date: 2020
    detail.hit.zdb_id: 2615211-3
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  • 3
    Online Resource
    Online Resource
    Ho Chi Minh City University of Technology and Education ; 2022
    In:  Journal of Technical Education Science , No. 69 ( 2022-04-28), p. 26-35
    In: Journal of Technical Education Science, Ho Chi Minh City University of Technology and Education, , No. 69 ( 2022-04-28), p. 26-35
    Abstract: Con lắc ngược quay là hệ thống phi tuyến và là mô hình phổ biến trong các ứng dụng kiểm chứng kỹ thuật điều khiển. Hệ con lắc ngược quay đại diện cho một lớp các hệ thống under – actuated. Trong bài báo này, tác giả ứng dụng bộ điều khiển hồi tiếp tuyến tính hóa vào ra với đối tượng hệ con lắc ngược quay, để đánh giá độ ổn định của hệ thống. Mô phỏng được thực hiện trong môi trường Matlab/Simulink cho thấy thông số điều khiển được tìm kiếm thông qua giải thuật di truyền làm hệ thống cân bằng tại vị trí thẳng đứng hướng lên. Thuật toán điều khiển được xây dựng trong môi trường Matlab/Simulink thông qua vi điều khiển STM32F407VG Discovery. Kết quả thực nghiệm được trình bày để đánh giá độ ổn định, tính hiệu quả của bộ điều khiển mà tác giả xây dựng.
    Type of Medium: Online Resource
    ISSN: 2615-9740
    Language: Unknown
    Publisher: Ho Chi Minh City University of Technology and Education
    Publication Date: 2022
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  • 4
    Online Resource
    Online Resource
    Wiley ; 2016
    In:  International Journal for Numerical Methods in Fluids Vol. 82, No. 11 ( 2016-12-20), p. 730-747
    In: International Journal for Numerical Methods in Fluids, Wiley, Vol. 82, No. 11 ( 2016-12-20), p. 730-747
    Abstract: Anisotropic diffusion phenomenon in fluids is simulated using smoothed particle hydrodynamics (SPH). A new SPH approximation for diffusion operator, named anisotropic SPH approximation for anisotropic diffusion (ASPHAD), is derived. Basic idea of the derivation is that anisotropic diffusion operator is first approximated by an integral in a coordinate system in which it is isotropic. The coordinate transformation is a combination of a coordinate rotation and a scaling in accordance with diffusion tensor. Then, inverse coordinate transformation and particle discretization are applied to the integral to achieve ASPHAD. Noting that weight function used in the integral approximation has anisotropic smoothing length, which becomes isotropic under the inverse transformation. ASPHAD is general and unique for both isotropic and anisotropic diffusions with either constant or variable diffusing coefficients. ASPHAD was numerically examined in some cases of isotropic and anisotropic diffusions of a contaminant in fluid, and the simulation results are very consistent with corresponding analytical solutions. Copyright © 2016 John Wiley & Sons, Ltd.
    Type of Medium: Online Resource
    ISSN: 0271-2091 , 1097-0363
    URL: Issue
    Language: English
    Publisher: Wiley
    Publication Date: 2016
    detail.hit.zdb_id: 245720-9
    detail.hit.zdb_id: 1491176-0
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  • 5
    Online Resource
    Online Resource
    AIP Publishing ; 2017
    In:  Physics of Fluids Vol. 29, No. 8 ( 2017-08-01)
    In: Physics of Fluids, AIP Publishing, Vol. 29, No. 8 ( 2017-08-01)
    Abstract: Ocean-scale sediment dispersion and sedimentation problems are studied using the Smoothed Particle Hydrodynamics (SPH). A SPH formulation based on a mixture model for two-phase flows is developed to investigate the problem. The sediment mass transport via the settling advection and the turbulent diffusion of the suspended sediment are fully accounted for in the current SPH model. The simulations are carried out in an opened boundary domain with a unidirectional underlined current, with relevant deposition/re-suspension boundary conditions on the seafloor. The factors influencing the sedimentation process, such as the hindering and the bottom shear stress effects, are also considered. The simulation results reveal that the sediment convection near the sediment source location is caused by both the ocean current and secondary density driven flows that are created by the concurrent settling motion of suspended sediment particles, while the downstream sediment transport in the far field is only driven by the ocean current. The peak sediment concentration in the ambient ocean water is found to correlate with the sediment release rate, and the settlement rate is inversely proportional to the initial height of the disturbed sediment.
    Type of Medium: Online Resource
    ISSN: 1070-6631 , 1089-7666
    Language: English
    Publisher: AIP Publishing
    Publication Date: 2017
    detail.hit.zdb_id: 1472743-2
    detail.hit.zdb_id: 241528-8
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  • 6
    In: Physics of Fluids, AIP Publishing, Vol. 31, No. 10 ( 2019-10-01)
    Abstract: A Smoothed Particle Hydrodynamics (SPH) formulation and implementation of the classical two-phase mixture model are reported, with a particular focus on the turbulent sediment transport and the sediment disturbances generated by moving equipment operating near or on the seabed. In the mixture model, the fluid-particle system is considered to be an equivalent medium whose evolution is described by a set of equations for the mixture continuity and momentum conservation, with the particle volume fraction being tracked by a transport equation. The governing equations are adapted to a Lagrangian, weakly-compressible SPH framework, the turbulence is modeled by a Reynolds-averaged Navier-Stokes approach, and adaptive boundary conditions for shear stress and turbulent quantities are implemented to account for laminar or turbulent local flow conditions. The complex rheological behavior of clay sediment/water mixtures is modeled using a volume fraction, shear rate-dependent viscosity which accounts for the existence of a yield stress. Hence, the proposed work encompasses several challenging modeling aspects: turbulence, non-Newtonian fluid behavior, sediment transport, and fluid-structure interactions. It is then illustrated on diverse cases of interest: a fluid-particle mixture column release, its subsequent turbulent transport and return to a hydrostatic equilibrium, the settling of particle clouds and two cases of particle-driven gravity currents, and their comparisons with available results. Finally, SPH simulation results for the disturbance of a bed of clay sediment/water mixture induced by a moving plate are reported and compared with experiments performed in our laboratory. The proposed SPH two-phase mixture model agrees well with the existing results considered in this study.
    Type of Medium: Online Resource
    ISSN: 1070-6631 , 1089-7666
    Language: English
    Publisher: AIP Publishing
    Publication Date: 2019
    detail.hit.zdb_id: 1472743-2
    detail.hit.zdb_id: 241528-8
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  • 7
    Online Resource
    Online Resource
    AIP Publishing ; 2020
    In:  AIP Advances Vol. 10, No. 4 ( 2020-04-01)
    In: AIP Advances, AIP Publishing, Vol. 10, No. 4 ( 2020-04-01)
    Abstract: Ceramic membranes have great potential for water treatment and filtering applications. However, one of the drawbacks of ceramic membrane filtration is its low permeability due to small functioning nanometer pore size. Increasing the membrane permeability without impairing its filtration function is, therefore, a crucial and practical problem. From hydrodynamical perspectives, keeping the inlet radius of membrane pores unchanged but only re-defining the pore geometry also could help to improve the permeate flow rate. In this paper, the membrane permeability with corrugated pores is investigated via hydrodynamical simulations using smoothed particle hydrodynamics. For a given corrugation length, it is found that there exists a range of values of the corrugation amplitude in which the membrane permeability is enhanced and a peak value is also achieved. On expanding the corrugation length, the range of the corrugation amplitude for permeability enhancement is larger and its permeability is further improved. The ratio of the corrugation amplitude to the corrugation length is found to be the key factor for permeability enhancement.
    Type of Medium: Online Resource
    ISSN: 2158-3226
    Language: English
    Publisher: AIP Publishing
    Publication Date: 2020
    detail.hit.zdb_id: 2583909-3
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  • 8
    Online Resource
    Online Resource
    AIP Publishing ; 2018
    In:  Physics of Fluids Vol. 30, No. 2 ( 2018-02-01)
    In: Physics of Fluids, AIP Publishing, Vol. 30, No. 2 ( 2018-02-01)
    Abstract: Technical activities to collect poly-metallic nodules on a seabed are likely to disturb the top-layer sediment and re-suspend it into the ambient ocean water. The transport of the re-suspended polydisperse-sized sediment is a process in which particles’ size variation leads to a difference in their settling velocities; and thus the polydispersity in sizes of sediment has to be taken into account in the modeling process. The sediment transport within a window of 12 km is simulated and analyzed numerically in this study. The sediment characteristic and the ocean current data taken from the Peru Basin, Pacific Ocean, are used in the simulations. More than 50% of the re-suspended sediment are found to return to the bottom after 24 h. The sediment concentration in the ambient ocean water does not exceed 3.5 kg/m3 during the observed period. The deposition rate steadily increases and reaches 70% of the sediment re-suspension rate after 24 h. The sediment plume created by the activities comprises mainly very fine sediment particles (clays and silts), whereas coarser particles (sands) are found in abundance in the deposited sediment within 1 km from the source location. It is also found that the deposition process of the re-suspended sediment is changed remarkably as the current velocity increases from 0.05 m/s (medium current) to 0.1 m/s (strong current). The strong sediment deposition trend is also observed as the sediment source moves continuously over a region due to the sediment scattering effect.
    Type of Medium: Online Resource
    ISSN: 1070-6631 , 1089-7666
    Language: English
    Publisher: AIP Publishing
    Publication Date: 2018
    detail.hit.zdb_id: 1472743-2
    detail.hit.zdb_id: 241528-8
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  • 9
    Online Resource
    Online Resource
    AIP Publishing ; 2019
    In:  Physics of Fluids Vol. 31, No. 2 ( 2019-02-01)
    In: Physics of Fluids, AIP Publishing, Vol. 31, No. 2 ( 2019-02-01)
    Abstract: Ceramic membranes are currently favourable in membrane filtration applications due to their excellent mechanical strength, thermal and chemical resistance, backflush capability, and thus a long-service cycle. Coated on top of a mesoporous support, the selective top layer of ultrafiltration ceramic membranes has pore size not exceeding a few tens of nanometers and thickness in the order of O10 μm. In fact, the permeability of an ultrafiltration ceramic membrane can be estimated by the permeability of the top layer due to its smallest pore size. Without impairing the filtration function but still improving the permeability, a gradient conical pore shape is proposed. Two formulae for the filtrate flow rate versus pressure drop relationship through a conical pore exhibiting surface slippage are established here by extending the Hagen-Poiseuille law and an analytical solution for the axisymmetric creeping flow. It is analytically proved that the surface slip length in a conical flow is proportional to a local pore radius by a slip coefficient that is unique for a given pore configuration at a prescribed flow rate. The permeability of a conical-pore membrane is enhanced for radius ratio not exceeding 6.5. The optimum configuration, achieved at a ratio of 2.3, produces an enhancement factor for a membrane permeability of 1.5 for a no-slip surface; this enhancement increases linearly with the slip coefficient if a surface slippage exists.
    Type of Medium: Online Resource
    ISSN: 1070-6631 , 1089-7666
    Language: English
    Publisher: AIP Publishing
    Publication Date: 2019
    detail.hit.zdb_id: 1472743-2
    detail.hit.zdb_id: 241528-8
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  • 10
    In: Journal of Membrane Science, Elsevier BV, Vol. 606 ( 2020-07), p. 118138-
    Type of Medium: Online Resource
    ISSN: 0376-7388
    Language: English
    Publisher: Elsevier BV
    Publication Date: 2020
    detail.hit.zdb_id: 1491419-0
    SSG: 12
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