Tensorial slip of super-hydrophobic channels
We describe a generalization of the tensorial slip boundary condition, originally justified for a thick (compared to texture period) channel, to any channel thickness. The eigenvalues of the effective slip length tensor, however, in general case become dependent on the gap and cannot be viewed as a local property of the surface, being a global characteristic of the channel. To illustrate the use of the tensor formalism we develop a semi-analytical theory of an effective slip in a parallel-plate channel with one super-hydrophobic striped and one hydrophilic surface. Our approach is valid for any local slip at the gas sectors and an arbitrary distance between the plates, ranging from a thick to a thin channel. We then present results of lattice Boltzmann simulations to validate the analysis. Our results may be useful for extracting effective slip tensors from global measurements, such as the permeability of a channel, in experiments or simulations.
pacs:47.11.-j, 83.50.Rp, 47.61.-k
With recent advances in microfluidics stone2004 (); squires2005 (), renewed interest has emerged in quantifying the effects of surface heterogeneities with different local hydrophobicity (characterized by a local scalar slip vinogradova1999 (); lauga2005 ()), on fluid motion. In this situation it is advantageous to construct the effective slip boundary condition, which is applied at the hypothetical smooth homogeneously slipping surface, and mimics the actual one along the true heterogeneous surface vinogradova.oi:2010 (); kamrin.k:2010 (). Such an effective condition fully characterizes the flow at the real surface and can be used to solve complex hydrodynamic problems without tedious calculations. Well-known examples of such a heterogeneous system include super-hydrophobic Cassie (SH) surfaces, where trapped gas is stabilized with a rough wall texture, leading to a number of ‘super’ properties, such as extreme non-wettability and low hysteresis quere.d:2005 (). For these surfaces effective slip lengths are often very large choi.ch:2006 (); joseph.p:2006 (); tsai.p:2009 (); doi:10.1146/annurev-fluid-121108-145558 () compared a smooth hydrophobic coating vinogradova.oi:2009 (); vinogradova.oi:2003 (); bib:jens-jari:2008 (); bib:jens-kunert-herrmann:2005 (); charlaix.e:2005 (); PhysRevLett.96.046101 (), which can greatly reduce the viscous drag and impact transport phenomena in microchannels vinogradova.oi:2010 ().
The concept of effective slip was mostly exploited for thick (compared to the texture characteristic length, ) channels stone2004 (); ybert.c:2007 (), where for an anisotropic texture it was shown to depend on the direction of the flow and is a tensor Bazant08 (), , represented by a symmetric, positive definite matrix
diagonalized by a rotation with angle
For all anisotropic surfaces its eigenvalues and correspond to the fastest (greatest forward slip) and slowest (least forward slip) orthogonal directions Bazant08 (). In the general case of any direction , this means that the flow past such surfaces becomes misaligned with the driving force. This tensorial slip approach, based on a consideration of a ‘macroscale’ fluid motion instead of solving hydrodynamic equations at the scale of the individual pattern, was supported by statistical diffusion arguments Bazant08 (), and was recently justified for the case of Stokes flow over a broad class of periodic surfaces kamrin.k:2010 (). Note that an effective slip in a thick channel situation is a characteristics of a heterogeneous interface solely (being expressed through its parameters, such as local slip lengths, fractions of phases, and a texture period) vinogradova.oi:2010 (); bocquet2007 ().
It was however recently recognized and justified by using the theory of heterogeneous porous materials feuillebois.f:2009 () that a similar concept of effective slip can be also exploited for a flow conducted in a thin channel with two confining surfaces separated by a distance . In such a situation a natural definition of the effective slip length could be based on a permeability of a hypothetical uniform channel with the same flow rate. An effective tensorial slip is then determined by flow at the scale of the channel width, and depends on feuillebois.f:2009 (). This points to the fact that an effective boundary condition reflects not just parameters of the liquid-solid interface, but also depends on the flow configuration vinogradova.oi:2010 ().
The power of the effective slip approach and the super-lubrication potential of SH surfaces were already illustrated by discussing several applications. In particular, it has been shown that optimized SH textures may be successfully used in passive microfluidic mixing feuillebois.f:2010b (); vinogradova.oi:2010 () and for a reduction of a hydrodynamic drag force belyaev.av:2010b (); asmolov.es:2011 (), and that the effective slip formalism represents a useful tool to quantify properties of SH surfaces in thick and thin channels. In many situations however the dramatic changes in flow happen when the two length scales and are of the same order. In this work we generalize the definition of the effective slip length tensor Eq. (1) to an arbitrary channel thickness and validate this approach by means of lattice Boltzmann (LB) simulations.
The structure of this manuscript is as follows. In section II we describe our model and formulate governing equations. In section III we analyze a tensorial permeability of the parallel-plate channel with one (anisotropic) SH and one hydrophilic surface and give some general arguments showing that the tensorial relation, Eq. (1), should be valid at arbitrary . Section IV contains semi-analytical results for a striped SH surface, and in section V we describe our LB simulation approach. In section VI simulation results are presented to validate the predictions of the tensorial theory and to test our analytical results for the asymptotic limits of thick and thin channels.
Ii Model and governing equations
The basic assumptions of our theoretical model are as follows. We consider a channel consisting of two parallel walls located at and and unbounded in the and directions as sketched in Fig.1. The upper plate represents a no-slip hydrophilic surface, and the lower plate is a SH surface. The origin of coordinates is placed it the plane of a liquid-gas interface at the center of the gas sector. The axis is defined along the pressure gradient. This (SH vs. hydrophilic) geometry of configuration is relevant for various setups, where the alignment of opposite textures is inconvenient or difficult. Besides that the advantage of such a geometry is that it allows to avoid the gas bridging and long-range attractive capillary forces andrienko.d:2004 (), which appear when we deal with interactions of two hydrophobic solids yakubov:00 (); tyrrell.jwg:2001 ().
As in previous publications bocquet2007 (); belyaev.av:2010b (); priezjev.nv:2005 (), we model the SH plate as a flat interface with no meniscus curvature, so that the SH surface appears as perfectly smooth with a pattern of boundary conditions. The latter are taken as no-slip () over solid/liquid areas and as partial slip () over gas/liquid regions. We denote as a typical length scale of gas/liquid areas. The fraction of the solid/liquid areas is denoted , and of the gas/liquid areas . In this idealization, by assuming a flat interface, we neglect an additional mechanism for a dissipation connected with the meniscus curvature bib:jens-jari:2008 (); lauga2009 (); sbragaglia.m:2007 ().
The flow is governed by the Stokes equations
where u is the velocity vector, and the average pressure gradient is always aligned with the -axis direction:
The local slip boundary conditions at the walls are defined as
Here the local slip length at the SH surface is generally the function of both lateral coordinates.
We intend to evaluate the effective slip length at the SH surface, which is as usual defined as
where means the average value in the plane .
Iii General consideration
In this section, we evaluate the pressure-driven flow in the parallel-plate channel with one anisotropic SH and one hydrophilic surface and investigate the consequences of anisotropy. For an anisotropic texture, there are several possible ways to define effective slip lengths. A natural approach is to define a slip-length tensor via
by analogy with a hypothetical uniform channel. Such a definition was earlier justified for thin SH channels, by using the lubrication limit feuillebois.f:2009 (). Below we argue that the same result is obtained for a channel of an arbitrary thickness with a tensorial generalization of the Navier boundary condition, where is a global measure of the effective slippage of the channel.
where is the depth-averaged velocity. The two boundary conditions that apply at the channel walls can then be written as follows: at the upper surface, and uniform tensorial slip,
In linear response, the averaged flow rate, , is proportional to via the permeability tensor, k:
Integrating the velocity profile across the channel we obtain
with the components
The latter may be rewritten as
provided the two tensors, k and , are coaxial and the rigorous relationship between their eigenvalues is given by Eq. (9). This unambiguously indicates that the two definitions of the slip length are equivalent. It becomes also apparent that Eq. (9) implies that generally depends on the separation .
Note some similarity to a prior work feuillebois.f:2009 (); strook_et_al_2:2002 (). The current consideration, however, is valid for arbitrary and , including the limit of thick channels, where becomes a local property of the surface on scales much larger than the texture characteristic length.
Consider now a situation where the ‘fast’ axis of greatest forward slip of anisotropic texture is inclined at an angle to the pressure gradient. This problem can be solved explicitly as follows. The downstream effective permeability of the channel can be expressed in terms of the effective downstream slip length as
Following Bazant08 (), it can also be obtained from the permeability tensor:
Note that in the general case depends on and . For this reason, cannot be viewed as a local property of the SH surface, except as in the thick channel limit. Instead, it is generally the effective slip length of the SH channel and thus its global characteristic.
Finally, we emphasize the generality of Eqs. (20) and (21), which follow only from the symmetry of the effective permeability and slip- length tensors for linear response. Similar formulae have been obtained before in a few particular calculations strook_et_al_2:2002 (); ajdariPRE2001 (), but the present derivation is valid regardless of the thickness of the channel and is independent of the details of the textured surface. There could be arbitrary patterns of local slip lengths, and the latter could itself be a spatially varying tensor, reflecting surface anisotropy at a smaller (possibly atomic) scales.
Iv Theory for striped patterns
To illustrate the general theory, in this section we focus on flat patterned SH surfaces consisting of periodic stripes, where the local (scalar) slip length varies only in one direction. The problem of flow past striped SH surfaces has previously been studied in the context of a reduction of pressure-driven forward flow in thick lauga.e:2003 (); belyaev.av:2010a (); priezjev.nv:2005 () and thin feuillebois.f:2009 () channels, and it is directly relevant for mixing feuillebois.f:2010b (); vinogradova.oi:2010 (), and a generation of a tensorial electro-osmotic flow bahga:2010 (); vinogradova.oi:2010 (); belyaev.av:2011a (). Here we elaborate on a previously published anzatz vinogradova.oi:2010 () and present the theory for an arbitrary gap, which in the asymptotic limits describes situations of thin and thick channels. The mathematical analysis we use here is similar to a technique exploited in belyaev.av:2010a () for a thick channel configuration. The crucial difference with Ref. belyaev.av:2010a (), however, is that we consider an arbitrary gap, which means that the effective slip is a function of the channel thickness as discussed above.
For transverse stripes, we have , , and . For longitudinal stripes, the flow is also two dimensional: , , and . As the problem is linear in u, we seek a solution of the form
where is the velocity of the usual no-slip parabolic Poiseuille flow
and is the SH slip-driven superimposed flow.
iv.1 Longitudinal stripes
In this situation the problem is homogeneous in -direction (). The slip length is periodic in with period . The elementary cell is determined as at , and at . In this case the velocity has only one nonzero component, which can be determined by solving the Laplace equation
with the following boundary conditions defined in the usual way as
The Fourier method yields a general solution to this problem:
with . The sine terms vanish due to symmetry. Condition (25) leads to
Applying the boundary condition (26) we then obtain a trigonometric dual series:
Dual series (29), (30) provide a complete description of hydrodynamic flow and effective slip in the longitudinal direction, given all the stated assumptions. These equations can be solved numerically (see Appendix A), but exact results are possible in the limits of thin and thick channels.
whence feuillebois.f:2009 ()
This is an exact solution, representing a rigorous upper Wiener bound on the effective slip over all possible two-phase patterns in a thin channel. In order to gain a simple physical understanding of this result and to facilitate the analysis below, it is instructive to mention the two limits belyaev.av:2010b (); vinogradova.oi:2010 () that follow from Eq. (32). When we deduce
and when we get a surface averaged slip
This expression for an effective slip length depends strongly on a texture period . When we again derive the area-averaged slip length
When , expression (35) takes the form
that coincides with an earlier result lauga.e:2003 () obtained for a perfect slip () case.
iv.2 Transverse stripes
In this case it is convenient to introduce a stream function and the vorticity vector . The two-dimensional velocity field corresponding to the transverse configuration is represented by , and the vorticity vector, , has only one nonzero component, which equals to
The solution can then be presented as the sum of the base flow with homogeneous no-slip condition and its perturbation caused by the presence of stripes as
where and correspond to the typical Poiseuille flow in a flat channel with no-slip walls:
The problem for perturbations of the stream function and -component of the vorticity vector reads
which can be solved by applying boundary conditions
and an extra condition that reflects our definition of the stream function:
This can be solved to get
Conditions (IV.2) lead to
In the limit of a thin channel (where ), the dual series problem transforms to
which allows one to evaluate
The effective slip length is then feuillebois.f:2009 ()
This exact equation represents a rigorous lower Wiener bound on the effective slip over all possible two-phase patterns in a thin channel.
For completeness here we mention again the two limiting situations:
iv.3 Tilted stripes
If the stripes are inclined at an angle , the effective slip length of the channel, can be calculated with Eq. (21), provided that effective slip in eigendirections is determined from the numerical solution of (29), (30) and (46), (47). Some simple analytical results are possible in the limit of thin and thick channels.
In the limit of a thick channel and sufficiently large local slip, we can simplify Eq.(21) and define the downstream effective slip length as
V Simulation method
To simulate fluid flow between parallel patterned plates a number of simulation methods could be used. These include Molecular Dynamics, Dissipative Particle Dynamics, Stochastic Rotation Dynamics, classical Finite Element or Finite Volume solvers as well the LB method. Since the current paper does not address molecular interactions or liquid-gas transitions close to the surface, one can limit the required computational effort by applying a continuum solver for the Stokes equation together with appropriate boundary conditions to model local slip. As detailed further below, in particular in the thin channel limit with a very high resolution of the flow field is needed in order to measure with required precision. Thus, simulation methods which require time averaging of the flow field or finite lengths scales to resolve a slip boundary render less efficient for the current problem. While Finite Element or Finite Volume solvers would be suitable alternatives, we apply the LB method bib:succi-01 ().
The LB approach is based on the Boltzmann kinetic equation
which describes the evolution of the single particle probability density , where is the position, the velocity, and the time. The derivatives on the left-hand side represent propagation of particles in phase space whereas the collision operator takes into account molecular collisions.
In the LB method the time , the position , and the velocity are discretized. In units of the lattice constant and the time step this leads to a discretized version of Eq. (61):
Our simulations are performed on a three dimensional lattice with discrete velocities (the so-called D3Q19 model). With a proper choice of the discretized collision operator it can be shown that the flow behavior follows the Navier-Stokes equation bib:succi-01 (). We choose the Bhatnagar-Gross-Krook (BGK) form bib:bgk ()
which assumes a relaxation towards a discretized local Maxwell-Boltzmann distribution . Here, is the mean collision time that determines the kinematic viscosity of the fluid. In this study it is kept constant at .
Physical properties of the simulated fluid are given by the stochastical moments of the distribution function. Of special interest are the conserved quantities, namely the fluid density and the momentum , with being a reference density.
Within the LB method a common approach to describe the interaction between hydrophobic surfaces and the fluid is by means of a repulsive force term bib:jens-kunert-herrmann:2005 (); bib:jens-jari:2008 (); bib:zhu-tretheway-petzold-meinhart-2005 (); bib:benzi-etal-06 (); bib:zhang-kwok-04 (). This force applied at the boundary can be linked to the contact angle to quantitatively describe the wettability of materials benzi-etal-06b (); bib:huang-thorne-schaap-sukop-2007 (); bib:jens-schmieschek:2010 (); bib:jens-kunert-herrmann:2005 (). Alternatively, slip can be introduced by generalizing the no-slip bounce-back boundary conditions in order to allow specular reflections with a given probability succi02 (); bib:tang-tao-he-2005 (); bib:sbragaglia-succi-2005 (), or to apply diffuse scattering bib:ansumaili-karlin-2002 (); bib:sofonea-sekerka-2005 (); bib:niu-shu-chew-2004 (). The method we apply here follows the latter idea and uses a second order accurate on-site fixed velocity boundary condition to simulate wall slippage. The on site velocity boundary condition is used to set a required slip length on the patterned surface. For the details of the implementation we refer the reader to HechtHarting2010 (); ahmed.nk:2009 ().
Our geometry of configuration is the same as sketched in Figure 1, but in simulations we employ periodic boundary conditions in and -direction, which allows to reduce the simulation domain to a pseudo-2D system. To drive the flow a constant pressure gradient is applied in direction by means of a homogeneous acceleration, , in the whole fluid domain. Even though the simulation domain can be reduced to be pseudo-2D, we find that the simulation of fluid flow with a large slip in the thin channel limit still requires a system of several million cells in order to properly resolve the velocity field. The key issue is here that in order to resolve large slip lengths a minimum channel height is necessary. To reach the thin channel limit the stripe length has to be increased to even larger values.
Following the definition given for the Fourier analysis in Sec. IV, all heights and slip-lengths are given non dimensionalised for a stripe length of . The resolution of the simulated system is then given by the lattice constant
where is the number of discretization points used to resolve the height of the channel. While systems with a height of can be simulated using a discretization of only, decreasing to causes the required system size to be . To successfully recover the exact results in the thin channel limit () a system of size , has to be simulated.
The number of timesteps required to reach a steady state depends on the channel height, the velocity of the flow as determined by the driving acceleration as well as the fraction of slip and no slip area at the surface. For the simulations conducted in the thin channel limit a steady state velocity field exactly fitting the theoretical prediction develops after one to four million timesteps. In the thick channel limit, however, the number of timesteps required can be an order of magnitude larger limiting the maximum feasible system height. Moreover, the transition between slip and no slip stripes induces a distortion of the flow field with a range of . In order to keep the induced error below an acceptable limit, a minimum resolution of the channel length of is maintained. Additionally, the maximum flow velocity is limited due to the low Mach number assumption of our lattice Boltzmann implementation. In effect, the acceleration modelling the pressure gradient has to be reduced increasing the time required for convergence. For example, a simulation domain of as used to model the thick channel limit at requires 12.5 million timesteps to equilibrate.
We compare measurements of by permeability estimates and velocity profiles, respectively. The permeability is calculated from measurements of the flow rate, according to Eq. (14). This allows to determine the effective slip by Eq. (19). Alternatively, the profiles of the velocity in flow direction are averaged over the whole system by projecting the velocity information of the whole domain onto a single plane. Then, the effective slip length is found by a Levenberg-Marquardt fit of the adjusted Hagen-Poiseuille equation
with the known and (see Fig. 2 for an illustration).
The error of the effective slip measurements is determined by two factors, namely the resolution of the channel height and the absolute slip length of the partially slipping stripes. For poorly resolved channels with and small slip lengths the permeability measurements still produce accurate results, whereas a fit of the velocity profiles fails. If , however, the quality of the obtained data declines. For an increase in resolution () both approaches allow very precise measurements for intermediate slip lengths of up to two orders of magnitude larger than the channel height. However, if is increased further, due to discretization the error in the effective slip determined by the permeability measurement increases significantly rendering this method inefficient since a higher resolution would be required. For example, to keep the error in the determination of a prescribed slip in the order of below 5% the permeability method requires the channel height to be resolved by 200 lattice sites, while for the measurement by fitting the velocity profiles 100 sites suffice.
To validate the concept of a tensorial slip by simulations of a flow past tilted stripes, we do not rotate the surface pattern with respect to the lattice, but instead change the direction of the acceleration in the -plane. This avoids discretization errors due to the underlying regular lattice occurring in case of a rotated surface pattern. We extract the downstream slip by projecting the slip measured on the main axes onto the pressure gradient direction.
Vi Results and Discussion
As a benchmark for the simulation, we start with a thin channel, where striped surfaces were shown to provide rigorous upper and lower Wiener bounds on the effective slip over all possible two-phase patterns feuillebois.f:2009 (). In order to reach the thin channel limit, a dimensionless height of is chosen. The slip lengths are set to () and (), differing each three orders of magnitude from the channel height and reaching the limits of small- (cf. Eqs. (34) and (54)) as well as large slip (Eqs. (33) and (53)). As preparatory tests showed, a minimum channel height of is required to measure slip-lengths of corresponding to . For a dimensionless height of , we choose a simulation domain of . For each of the two slip-lengths, longitudinal and transverse flow was simulated for a different fraction of surface gas phase, ranging from no-slip () to homogeneous partial slip (). The local acceleration here (and below for thin channel simulations) was kept at .
Fig. 3 shows the exact eigenvalues of the effective slip tensor in the thin channel limit, Eqs. (32), (52), for both slip lengths . The fit of the simulation data and the analytical limits is excellent for all separations. In the case of small local slip in the thin channel the effective slip remains isotropic despite of the inhomogeneity of the boundary. For large local slip, we observe truly tensorial effective slip and highly anisotropic flow over the surface. These simulations demonstrate that finite size effects and resolution effects are well controlled, and the size of the system is sufficient to avoid artifacts. Another important point to note is that in our theoretical analysis all equations were derived ignoring stripe edge effects. An excellent agreement between theoretical and simulation results indicates that the edge effects do not influence the simulation results significantly.
Fig. 4 shows the eigenvalues of the effective slip length tensor as a function of for a thick gap. For these simulations the acceleration has been reduced down to obey the low Mach number (see Section V) limit. The time to reach a stable state increased then to . Simulation results are presented for two different slip lengths of and in a system of , where is now resolved by lattice sites. The theoretical solutions represented by the lines were obtained by the dual series approach. We find that the fit is excellent for all fractions of the slipping area, indicating that our semi-analytical theory is extremely accurate. The data presented in Fig. 4 show larger effective slip for a lower slip to height ratio, i.e. a thicker channel. This illustrates well the earlier suggestion that effective boundary conditions for this channel geometry are controlled by the smallest length scale of the problem belyaev.av:2010b ().
To check the validity of the tensorial slip approach, we now orient the texture relative to the -axis, which in our model is always aligned with the applied pressure gradient. Fig. 5 and 6 show two sets of effective downstream slip lengths simulated with several , but fixed and , which results in a maximum transverse flow in a thin channel situation feuillebois.f:2010b ().
In the first set (Fig. 5), we consider thin channels and vary from 1 to 1000. Fig. 5a shows simulation data obtained using a channel of height . Further, theoretical curves calculated with Eq. 1 are presented. Here, eigenvalues of the slip-length tensor are obtained by numerical solution of the dual series. The fits of the simulation data are in very good agreement with the numerical solutions of the dual series suggesting the validity of the concept of a tensorial slip in a thin channel situation. Note that the simulation results of Fig. 5a cannot be compared with the analytical expression, Eq.(58), because Fig. 5a is based on a relatively moderate value of local slip at the gas sectors, whereas Eq.(58) requires very large . To validate predictions of this analytical formula, the channel height was decreased down to . Simulation results are presented in Fig. 5b, confirming the surprising accuracy of a simple analytical expression, Eq.(58). We remark that in this important limit of validity of Eq.(58), is quite large, although itself is small. This may have implications for a reduction of a hydrodynamic drag force asmolov.es:2011 (); belyaev.av:2010b (). Also passive mixing might be an interesting application, since the anisotropy of flow is very large, which is optimal for a transverse flow generation feuillebois.f:2010b (). We suggest that our simple asymptotic result could be intensively used to simplify theoretical analysis of these important phenomena.
In the second set as shown in Fig. 6 a thick channel (of height ) is simulated. Fig. 6a plots simulation results for several varying from to 1(symbols). Similarly to previous examples, we found a very good agreement between simulation results and predictions of tensorial Eq.(1) with eigenvalues computed with our semi-analytical theory. We found that already for the case our simulations reach the limit of large slip in the thick channel, so that the comparison with analytical solutions is possible. To examine this more closely, the simulations results obtained in this limit are reproduced in Fig. 6b. Also included are the theoretical results calculated with asymptotic formulae, Eqs.(37) and (57), which perfectly fit simulation data.
Finally, we simulate the downstream slip length as a function of the channel thickness with the focus on the intermediate gap situation. Fig. 7 shows the typical simulation results (the example corresponds to and ) and demonstrates that the effective slip lengths increase with and saturate for a thick gap. This fully confirms the statement that an effective boundary condition is not a characteristic of the liquid-solid interface alone, but depends on the flow configuration and interplay between the typical length scales of the problem. Again, the simulation and theoretical data are in the excellent agreement for longitudinal, transverse, and tilted stripes. Thus, Fig. 7 unambiguously shows that the tensorial slip boundary condition, originally justified for a thick channel, to any channel thickness can be generalized to any channel thickness.
We have investigated pressure-driven flow in a flat-parallel channel with one hydrophilic and one super-hydrophobic surface, and have given some general theoretical arguments showing that a concept of an effective tensorial slip is valid for any thickness (compared to a super-hydrophobic texture scale). The eigenvalues of the effective slip-length tensor depend on the gap, so that they cannot be viewed as a local property of the super-hydrophobic surface, except in the thick channel limit. Instead, the slip-length tensor represents a global characteristic of the channel. The mathematical properties of the slip-length and permeability tensors allowed us to derive a simple analytical formula for an effective downstream slip length in case of inclined to a pressure gradient textures. Our analysis is validated by means of LB simulations.
Acknowledgements.We have benefited from discussions with M.Z. Bazant at the initial stage of this study. This research was partly supported by the Russian Academy of Science (RAS) through its priority program ‘Assembly and Investigation of Macromolecular Structures of New Generations’, by the Netherlands Organization for Scientific Research (NWO/STW VIDI), and by the German Science Foundation (DFG) through its priority program ‘Micro- and nanofluidics’ and the collaborative research center (SFB) 716. We acknowledge computing resources from the Jülich Supercomputing Center and the Scientific Supercomputing Center Karlsruhe.
Appendix A Numerical method
Equations (29), (30) and (46), (47) provide a complete description of hydrodynamic flow and effective slip in eigendirections. Their exact solution is possible for the limits of a thin and a thick channel only. In order to solve the problem for general channel thickness, the following numerical algorithm has been used.
It is convenient to change to dimensionless values. We, therefore, choose as the reference length scale and as the velocity scale. We make the substitution
where non-dimensional variables are denoted by tildes. This procedure gives the dual series problem for longitudinal flow in the form
where . Similarly, the equations for the flow in the direction orthogonal to the stripes is written as
After integrating Eq. 68 over and Eq. 70 over ), we multiply the result by (, respectively), where is a nonnegative integer. We then integrate again over . Eq. 69 is multiplied by and Eq. 71 by and we then integrate over . The resulting equations are summarized to obtain a system of linear algebraic equations,
which can be solved with respect to by standard numerical algebra tools.
The coefficients for the longitudinal case are ()
For transverse flow we get
For the numerical evaluation, the linear system is truncated and reduced to a matrix and the solution is then found to converge upon truncation refinement. According to the definition
the dimensionless and dimensional effective slip lengths are given by
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