2015
DOI: 10.1063/1.4934678
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Interfacial friction based quasi-continuum hydrodynamical model for nanofluidic transport of water

Abstract: In this work, we formulate a one-dimensional isothermal hydrodynamic transport model for water, which is an extension to our recently proposed hydrodynamic model for Lennard-Jones type fluid [R. Bhadauria and N. R. Aluru, J. Chem. Phys. 139, 074109 (2013)]. Viscosity variations in confinement are incorporated by the local average density method. Dirichlet boundary conditions are provided in the form of slip velocity that depends upon the macroscopic interfacial friction coefficient. The value of this friction … Show more

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Cited by 24 publications
(48 citation statements)
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“…As discussed previously, 24 we can recast Eqs. (1), (3), and (4) to provide an expression for the electroosmotic slip velocity as…”
Section: Transport Modelmentioning
confidence: 99%
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“…As discussed previously, 24 we can recast Eqs. (1), (3), and (4) to provide an expression for the electroosmotic slip velocity as…”
Section: Transport Modelmentioning
confidence: 99%
“…The coarse grained solvent densityρ 0 along with temperature T provides an equivalent homogeneous, pure-component thermodynamic state of the solvent, which can then be utilized to compute the local purecomponent viscosity µ p (z) using an appropriate equation of state. 24 The corresponding change in the excess viscosity µ ex (z) of the solvent is dependent on the concentration of the ions. The preliminary estimates of the excess term were provided by Falkenhagen, 39 which are valid for symmetrical electrolytes, and later extended by Onsager and Fuoss 27 to account for asymmetrical electrolytes.…”
Section: Ion Concentration and Solvent Viscosity Variationmentioning
confidence: 99%
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“…For confined geometries the hydrodynamic equations are no longer valid, and in this case, the use of the no-slip boundary condition is at least questionable. Many experimental [1][2][3][4][5][6][7][8], theoretical, and computational [9][10][11][12][13][14][15] results report that there are several flow boundary conditions consistent with the fluid behavior and mobility [16][17][18][19] beyond the no-slip boundary condition. The amount of slip is usually measured through the magnitude of the slip length, defined as the ratio between the shear rate and the slip velocity [16][17][18][19].…”
Section: Introductionmentioning
confidence: 99%