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Am J Physiol Renal Physiol 279: F698-F712, 2000;
0363-6127/00 $5.00
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Vol. 279, Issue 4, F698-F712, October 2000

A hydrodynamic mechanosensory hypothesis for brush border microvilli

P. Guo1, A. M. Weinstein2, and S. Weinbaum1

1 CUNY Graduate School and Center for Biomedical Engineering, the City College of the City University of New York, New York 10031; and 2 Department of Physiology, Weill Medical College of Cornell University, New York, New York 10021


    ABSTRACT
TOP
ABSTRACT
INTRODUCTION
METHODS
RESULTS
DISCUSSION
APPENDIX
REFERENCES

In the proximal tubule of the kidney, Na+ and HCO3- reabsorption vary proportionally with changes in axial flow rate. This feature is a critical component of glomerulotubular balance, but the basic mechanism by which the tubule epithelial cells sense axial flow remains unexplained. We propose that the microvilli, which constitute the brush border, are physically suitable to act as a mechanosensor of fluid flow. To examine this hypothesis quantitatively, we have developed an elastohydrodynamic model to predict the forces and torques along each microvillus and its resulting elastic bending deformation. This model indicates that: 1) the spacing of the microvilli is so dense that there is virtually no axial velocity within the brush border and that drag forces on the microvilli are at least 200 times greater than the shear force on the cell's apical membrane at the base of the microvilli; 2) of the total drag on a 2.5-µm microvillus, 74% appears within 0.2 µm from the tip; and 3) assuming that the structural strength of the microvillus derives from its axial actin filaments, then a luminal fluid flow of 30 nl/min produces a deflection of the microvillus tip which varies from about 1 to 5% of its 90-nm diameter, depending on the microvilli length. The microvilli thus appear as a set of stiff bristles, in a configuration in which changes in drag will produce maximal torque.

glomerulotubular balance; mechanosensory mechanism; actin cytoskeleton; microvilli force and torque


    INTRODUCTION
TOP
ABSTRACT
INTRODUCTION
METHODS
RESULTS
DISCUSSION
APPENDIX
REFERENCES

PERHAPS THE MOST IMPORTANT characteristic of solute and water transport in the proximal tubule is the observation that reabsorption varies proportionally with delivered load, i.e., with the glomerular filtration rate (GFR) (14). In large measure this "glomerulotubular balance" derives from a "perfusion-absorption balance," that is, the capability of the proximal tubule epithelial cells to sense changes in luminal flow rate and translate this signal into changes in volume reabsorption (53). This system is remarkably precise, since the fraction of filtered fluid reabsorbed by the proximal tubule is nearly constant over the entire physiological range of flow (48). In this report, we shall propose a new role for the microvilli as a mechanosensory system, which not only senses fluid shear and drag forces, but has the capability of greatly amplifying the mechanical stresses that are felt on the intracellular cytoskeleton. To quantitatively explore this hypothesis, we shall develop a mathematical model to predict the hydrodynamic forces and torques on the microvilli, their distribution along the length of the microvillus, and the bending deformation of the F-actin microfilaments in the microvilli due to this hydrodynamic loading. These hydrodynamic forces and torques will also be related to the flow-dependent spacing of the microvilli that has been measured (36).

The efferent limb of the control of proximal tubule fluid reabsorption appears to be reasonably well established. Volume reabsorption is driven by Na+ reabsorption, and this reabsorption rate is determined by Na+ entry across the luminal membrane in which the Na+/H+ antiporter is the most important entry step (50). The afferent limb, namely the mechanism by which the proximal tubule senses axial flow rate, is unknown. In this regard attention has been focused on the brush border of proximal tubule cells, since this is the interface with the tubule lumen. These 2- to 3-µm, densely packed luminal projections not only greatly amplify luminal membrane surface area (52), they define a region near the luminal cell surface, whose geometry can change with changes in perfusion conditions (36). A number of workers have considered the possibility that changes in axial flow might produce changes in solute ion concentration within the brush border region and that such ion concentration changes could somehow be sensed by the cell (3). However, all model calculations attempting to estimate such solute gradients have indicated that this diffusion is so rapid as to preclude any significant concentration difference within the brush border (27).

One possibility, which has not been previously proposed or quantitatively explored, is that the microvilli can serve a mechanosensory role in the afferent limb of proximal tubule perfusion-absorption balance. This possibility is suggested by the axial cytoskeletal structure of the microvilli reported by Hassen and Hermann (20). Subsequent studies (44, 37) showed that each microvillus contains a distributed array of 6-10 long axial microfilaments of 7 nm diameter, which immunocytochemical analysis showed were F-actin microfilaments (5). These filaments, we hypothesize, would provide a structural rigidity to the microvilli that could enable them to resist bending when subject to hydrodynamic forces and thus be capable of serving as a mechanotransducer, much like the hair cells in the inner ear.

A logical mechanosensory candidate for most cells subject to fluid flow is fluid shear stress. There is an extensive literature on the biochemical and ultrastructural effects of fluid shear on cells since the study by Dewey et al. (11) first demonstrated that vascular endothelial cells could be grown in culture and exposed to fluid shear under carefully controlled conditions. A wide variety of ultrastructural and intracellular biochemical responses to fluid shear have been documented involving Ca2+, second messengers, and NO release (10). Vascular endothelial cells are exposed to fluid shear stresses that are typically 10-20 dyn/cm2 on the arterial side of the circulation and 1-2 dyn/cm2 on the venous side. If the surface of the brush border cells did not have microvilli, then the fluid shear stress would vary from about 1 to 5 dyn/cm2 for Poiseuille flow over the normal range of flow rates, which lies in the same range as for vascular endothelium. However, the presence of the microvilli produces a unique flow structure in the vicinity of the brush border, wherein the fluid shear stress at the base of the microvilli is several hundred times smaller than the drag forces on the microvilli themselves. The dynamics of this fluid flow and the forces generated by both the fluid shear stresses acting near the tips of the microvilli and the axial flow past the main body of the microvillus will be examined. In particular, we are interested in the force and torque (bending moment) distribution on each microvillus, and we hypothesize that it is the bending moment produced by these forces that acts as a mechanical transducer for the sensing of the axial fluid flow along the tubule. These hydrodynamic forces will then be used as input into an elastic model for the bending deformation of the actin cytoskeleton of the microvillus to predict the displacement of the microvilli tips. We speculate that this bending moment is transmitted to the cytoskeleton in the cell interior, where it is converted into a biochemical response.


    METHODS
TOP
ABSTRACT
INTRODUCTION
METHODS
RESULTS
DISCUSSION
APPENDIX
REFERENCES

Ultrastructural Model

The idealized ultrastructural model for the proximal tubule is sketched at the cellular and tubular cross-sectional scales in Fig. 1. Figure 1A is a schematic of a proximal tubule cell from an S2 segment in the distal part of the convoluted tubule or the beginning of the straight segment (35). It is in this region that Maunsbach et al. (36) examined the effect of flow on proximal tubule ultrastructure. The cells in this segment are characterized by densely spaced microvilli, numerous mitochondria, and extensive interdigitation of the lateral membrane near the basal surface. The microvilli are even more dense and longer in the S1 segment and significantly less dense in the S3 segment, which comprises most of the straight tubule. Of particular interest in this study is how this difference in ultrastructure affects the flow, forces, and torques on the microvilli. Figure 1B is our macroscopic model of the entire tubule shown in transverse cross section. The luminal radius of the tubule excluding the microvilli is RL, and the height of the brush border is L. The total radius of the tubule, R0, is thus RL + L. From a hydrodynamic viewpoint the fluid flow is subtle, since the microvilli form a closely spaced array in which there is a small, but nonnegligible axial bulk flow through the microvilli, which is driven by the axial pressure gradient in the tubule lumen. In addition, there are two thin interaction layers, one near the microvilli tips and one at the base of the microvilli, where the fluid flow must adjust to satisfy the no-slip boundary conditions at the apical membrane of the proximal tubule cell in Fig. 1A or the fluid shear matching condition at the microvilli tips. The interaction layer near the base of the microvilli determines the fluid shearing stress on the apical membrane of the proximal tubule cells and the interaction layer near the tips of the microvilli determines the forces on the tips and, as we show later, provides the dominant contribution to the hydrodynamic torque on the microvillus. A central question in determining the torque is the drag distribution. In essence, one wishes to determine how the small forces acting over most of the length of the microvilli due to the pressure-driven bulk flow compared with the much larger drag forces that are felt in the highly localized region near the microvilli tips.


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Fig. 1.   A: schematic diagram of an epithelial cell in proximal tubule S2 segment. The cells in this segment are characterized by densely spaced microvilli (a), numerous mitochondria (b), and extensive interdigitation of the lateral membrane near the basal surface (c). B: idealized mathematical model of tubule cross-sectional geometry, with brush border of thickness L.

Figure 2A is an enlarged sketch of the transverse section of the brush border showing the cross-sectional geometry of the microvilli. Ultrastructural studies have shown that the microvilli form a closely spaced hexagonal array (37) where the open gap, Delta , between microvilli can vary significantly with fluid flow rate (36) and as previously noted with location on the S1, S2, and S3 segments. This hexagonal array will be further subdivided into repetitive periodic units, each containing the equivalent of a single microvillus, as shown in Fig. 2B. Ultrastructural studies (20, 44, 37) have shown the existence of longitudinal actin microfilaments of 6-7 nm diameter extending the length of the microvillus but no microtubules or intermediate filaments. In our model we assume that these actin filaments provide a structural rigidity that prevents the microvilli from deforming significantly during flow from a hydrodynamic standpoint. By this we mean that the microvilli can undergo small deformations in which the axial microfilaments might serve as strain transducers but that these small strains do not significantly affect spacing of the microvilli and hence the fluid dynamic forces and torques acting on them.


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Fig. 2.   A: idealized model of brush border in transverse section showing hexagonal microvillus array. B: repetitive periodic unit of the hexagonal microvillus array. Note that this unit contains the equivalent of one microvillus.

Mathematical Model

The hydrodynamic problem for the flow past the microvilli tips is a classic unsolved problem in the fluid mechanics literature. Rigorous hydrodynamic solutions have been obtained for the two-dimensional Stokes flow past periodic fiber arrays which are infinite in extent. One of the best known of these solutions, that of Sangani and Acrivos (46), describes the flow transverse to an infinite hexagonal array of circular fibers whose cross-sectional geometry is shown in Fig. 2A. The more difficult problem, which we wish to analyze in the present study, is the three-dimensional flow in the transition region in the vicinity of the microvilli tips. In particular, we wish to examine the flow transition that occurs between the shear flow in the tubule lumen and the fiber-containing region where the flow asymptotically approaches the behavior described by the Sangani and Acrivos solution. This region is of greatest concern to us since it is the primary determinant of the forces and torques on the microvilli.

There have been several prior studies that have examined related interface problems. The one that is the closest to the present study is the model proposed by Mokady et al. (38) for the shear flow over an endothelial glycocalyx. In this model the endothelial glycocalyx is treated as a layer of porous matrix whose fibers are arranged in a periodic horizontal square array parallel to the underlying solid boundary and transverse to the flow direction. A numerical technique developed in Larson and Higdon (30) is used to solve the Stokes equations for viscous flow around each fiber and the decay in the average horizontal velocity as one penetrates the matrix layer. This problem differs from the present one in several fundamental aspects. In our problem the microvilli (the fiber array in Fig. 1B) are vertical rather than horizontal, the flow is confined in a circular cylinder rather than unbounded, the fiber fraction is much greater (this is typically 0.01 to 0.02 for the endothelial glycocalyx), and the interface is cylindrical rather than planar. Also, our fiber array is hexagonal rather than square, but this adds no further difficulty since the solutions in Sangani and Acrivos (46) for the infinite fiber array describe both fiber geometries.

The most important difference cited above is the fiber orientation. The force on a horizontal fiber transverse to the flow direction is uniform, whereas in our problem the most important feature is the variation of the force along the microvillus length. This type of problem has not been treated previously, to our knowledge. The presence of a confining cylindrical boundary at R = R0 creates an axial pressure gradient that drives a small, but important, flow across the microvilli. The magnitude of this flow determines the relative importance of the drag forces over the main body of the microvillus as opposed to the drag force on the microvilli tips in the interface region described above. The problem for the detailed flow around the horizontal fibers in Mokady et al. (38) is two-dimensional, in contrast to the present flow geometry, which is fully three-dimensional. We thus seek a simplified solution approach in which we try to avoid the necessity for obtaining detailed solutions for the three-dimensional velocity field surrounding each microvillus. The key to this simplification is to devise an approach that first describes just the decay in the average velocity with distance from the microvillus tip and then to use this solution in a model that describes the local fluid flow around and the local variation of the axial force along the microvillus.

The simplified solution approach that we have adopted combines effective medium theory (Brinkman equation) and the rigorous hydrodynamic solutions in Sangani and Acrivos for Stokes flow past the infinite hexagonal fiber array. We first consider the solution to the axisymmetric flow problem sketched in Fig. 1B. This flow is divided into two regions, a core flow and a flow through the fiber (microvillus) array sketched in Fig. 2A. The flow in the core region or lumen is described by the Navier-Stokes equation for unidirectional axial flow in a circular cylinder. For this flow the inertial terms vanish, and the simplified equation can be written in axisymmetric (R, Z) coordinates as
<FR><NU>dP</NU><DE>d<IT>Z</IT></DE></FR><IT>=&mgr; </IT><FR><NU><IT>1</IT></NU><DE><IT>R</IT></DE></FR> <FR><NU><IT>∂</IT></NU><DE><IT>∂R</IT></DE></FR> <FENCE><IT>R </IT><FR><NU><IT>∂U</IT><SUB>c</SUB></NU><DE><IT>∂R</IT></DE></FR></FENCE> (1)
where Uc is the fluid velocity in the core, and µ is the fluid viscosity. In the margin region RL < R < R0 with microvilli, we use a Brinkman equation for flow through a porous medium (6)
<FR><NU>dP</NU><DE>d<IT>Z</IT></DE></FR><IT>=&mgr; </IT><FR><NU><IT>1</IT></NU><DE><IT>R</IT></DE></FR> <FR><NU><IT>∂</IT></NU><DE><IT>∂R</IT></DE></FR> <FENCE><IT>R </IT><FR><NU><IT>∂U</IT><SUB>m</SUB></NU><DE><IT>∂R</IT></DE></FR></FENCE><IT>−</IT><FR><NU><IT>&mgr;</IT></NU><DE><IT>K</IT><SUB>p</SUB></DE></FR><IT> U</IT><SUB>m</SUB> (2)
Here Um is the local average axial velocity in the microvillus array, and Kp is the two-dimensional Darcy permeability for an infinite fiber array. The expression for Kp will be derived shortly using the solution for the drag coefficient for an individual fiber in Sangani and Acrivos (46). Equation 2 differs from Eq. 1 in that it contains a distributed body force or Darcy term, µUm/Kp, due to the drag on the microvilli. The second term in Eq. 2 is the same as the viscous term in Eq. 1. This term is only important near boundaries or interfaces where the gradient in the axial velocity is large. In the region removed from boundaries, the Darcy term will dominate, except in the limit where the microvilli are sparse. Both the Stokes and Brinkman equations are linear, and thus it is a simple matter to include the radial component of the velocity to account for fluid absorption. This absorption also leads to a decay in the axial velocity and a decrease in the axial pressure gradient in the tubule lumen. This radial flow is not of importance in the present study, since it is directed along the axis of the microvillus and thus does not produce a drag or bending moment on the microvillus.

Equations 1 and 2 can be cast in dimensionless form by introducing the dimensionless variables
R=R<SUB>0</SUB>·r, Z=R<SUB>0</SUB>·z, U<SUB>i</SUB>=U<SUB>0</SUB>·u<SUB>i</SUB>, P<IT>=</IT>P<SUB><IT>0</IT></SUB><IT>·</IT>p (3)
where the characteristic length, velocity, and pressure are defined by
R<SUB>0</SUB>=R<SUB>L</SUB>+L, U<SUB>0</SUB>=<FR><NU>Q</NU><DE><IT>A</IT></DE></FR><IT>, </IT>P<SUB><IT>0</IT></SUB><IT>=</IT><FR><NU><IT>&mgr;U<SUB>0</SUB></IT></NU><DE><IT>R<SUB>0</SUB></IT></DE></FR>
and i = c or m depending on whether one is describing the core flow or brush-border flow, respectively. Here, RL is the luminal radius, L is the height of the microvilli, Q is the flow in the tubule, A is the cross-sectional area of the tubule, and U0 is the average velocity.

The dimensionless form of Eq. 2 for axisymmetric flow
<FR><NU>dp</NU><DE>d<IT>z</IT></DE></FR><IT>=</IT><FR><NU><IT>1</IT></NU><DE><IT>r</IT></DE></FR> <FR><NU><IT>∂</IT></NU><DE><IT>∂</IT>r</DE></FR> <FENCE><IT>r </IT><FR><NU><IT>∂u</IT><SUB>m</SUB></NU><DE><IT>∂r</IT></DE></FR></FENCE><IT>−&agr;<SUP>2</SUP>u</IT><SUB>m</SUB> (4)
contains a single dimensionless parameter alpha  given by
&agr;=<FR><NU>R<SUB>0</SUB></NU><DE><RAD><RCD><IT>K</IT><SUB>p</SUB></RCD></RAD></DE></FR> (5)
The denominator, <RAD><RCD><IT>K</IT><SUB>p</SUB></RCD></RAD>, in the definition of alpha  is a characteristic length describing the thickness of the fiber interaction layers at the base and tip of the microvilli. One can show, as did Tsay and Weinbaum (49), that this characteristic thickness is of the same order as the microvillus spacing Delta . Thus one anticipates that the solution of Eq. 4 will entail thin regions whose thickness is of order Delta  near the base and tip of the microvilli where there will be steep velocity gradients and the velocity must adjust to satisfy boundary and matching conditions. Since Delta  is of order 0.1 µm and R0 is typically 20-30 µm depending on flow rate, alpha  is of order several hundred. We will, therefore, be interested in the solutions to Eq. 4 in the large alpha  limit.

There are two boundary conditions, one at the center of the tubule, r = 0, where we require that the velocity be symmetric
<FR><NU>∂u<SUB>c</SUB></NU><DE><IT>∂r</IT></DE></FR><IT>=0</IT> (6)
and one on the wall (apical membrane), r = 1, where we require that the no-slip boundary condition be satisfied
u<SUB>m</SUB><IT>=0</IT> (7)
In addition, we require that velocity and shear stress be continuous at the edge, r = rL, of the brush border
u<SUB>m</SUB>(<IT>r<SUB>L</SUB></IT>)<IT>=u</IT><SUB>c</SUB>(<IT>r<SUB>L</SUB></IT>)<IT>, &tgr;</IT><SUB>m</SUB>(<IT>r<SUB>L</SUB></IT>)<IT>=&tgr;</IT><SUB>c</SUB>(<IT>r<SUB>L</SUB></IT>) (8)
where tau m and tau c are given by µ × partial Um/partial R and µ × partial Uc/partial R, respectively.

Solution for Velocity Field and Mass Flow

The general solution to Eq. 4 is given by
u<SUB>m</SUB>(<IT>r</IT>)<IT>=</IT><FENCE>−<FR><NU><IT>1</IT></NU><DE><IT>&agr;<SUP>2</SUP></IT></DE></FR> <FR><NU>dp</NU><DE>d<IT>z</IT></DE></FR></FENCE><FENCE><IT>C<SUB>1</SUB> </IT><FR><NU><IT>I<SUB>0</SUB></IT>(<IT>&agr;r</IT>)</NU><DE><IT>I<SUB>0</SUB></IT>(<IT>&agr;</IT>)</DE></FR><IT>+C<SUB>2</SUB> </IT><FR><NU><IT>K<SUB>0</SUB></IT>(<IT>&agr;</IT>r)</NU><DE><IT>K<SUB>0</SUB></IT>(<IT>&agr;</IT>)</DE></FR><IT>+1</IT></FENCE> (9)
where I0(r) and K0(r) are zero-order modified-Bessel functions, dp/dz is the dimensionless pressure gradient, and C1 and C2 are arbitrary integration constants.

The general solution to Eq. 1, which satisfies boundary condition Eq. 6, can be written in dimensionless form as
u<SUB>c</SUB>(<IT>r</IT>)<IT>=</IT><FENCE>−<FR><NU><IT>1</IT></NU><DE><IT>4</IT></DE></FR> <FR><NU>dp</NU><DE>d<IT>z</IT></DE></FR></FENCE>(<IT>r</IT><SUP><IT>2</IT></SUP><SUB><IT>L</IT></SUB><IT>−r<SUP>2</SUP></IT>)<IT>−</IT><FENCE><FR><NU><IT>1</IT></NU><DE><IT>&agr;<SUP>2</SUP></IT></DE></FR> <FR><NU>dp</NU><DE>d<IT>z</IT></DE></FR></FENCE><IT>C<SUB>3</SUB></IT> (10)
where C3 is an integration constant.

The matching conditions, Eqs. 7 and 8, determine the unknown constants C1, C2, and C3. These expressions for the Ci and their asymptotic expressions, in the limit alpha  > 1, are given by
C<SUB>1</SUB>=−<FR><NU><FR><NU><IT>K<SUB>1</SUB></IT>(<IT>&agr;r<SUB>L</SUB></IT>)</NU><DE><IT>K<SUB>0</SUB></IT>(<IT>&agr;</IT>)</DE></FR><IT>+</IT><FR><NU><IT>&agr;r<SUB>L</SUB></IT></NU><DE><IT>2</IT></DE></FR></NU><DE><FR><NU><IT>K<SUB>1</SUB></IT>(<IT>&agr;r<SUB>L</SUB></IT>)</NU><DE><IT>K<SUB>0</SUB></IT>(<IT>&agr;</IT>)</DE></FR><IT>+</IT><FR><NU><IT>I<SUB>1</SUB></IT>(<IT>&agr;r<SUB>L</SUB></IT>)</NU><DE><IT>I<SUB>0</SUB></IT>(<IT>&agr;</IT>)</DE></FR></DE></FR><IT>≅</IT>−<IT>1</IT> (11A)

C<SUB>2</SUB>=<FR><NU><FR><NU>&agr;r<SUB>L</SUB></NU><DE>2</DE></FR>−<FR><NU>I<SUB>1</SUB>(&agr;r<SUB>L</SUB>)</NU><DE>I<SUB>0</SUB>(&agr;)</DE></FR></NU><DE><FR><NU>K<SUB>1</SUB>(&agr;r<SUB>L</SUB>)</NU><DE>K<SUB>0</SUB>(&agr;)</DE></FR>+<FR><NU>I<SUB>1</SUB>(&agr;r<SUB>L</SUB>)</NU><DE>I<SUB>0</SUB>(&agr;)</DE></FR></DE></FR>≅<FR><NU><FR><NU>&agr;r<SUB>L</SUB></NU><DE>2</DE></FR></NU><DE><FR><NU>K<SUB>1</SUB>(&agr;r<SUB>L</SUB>)</NU><DE>K<SUB>0</SUB>(&agr;)</DE></FR></DE></FR> (11B)

C<SUB>3</SUB>=C<SUB>1</SUB>·<FR><NU>I<SUB>0</SUB>(&agr;r<SUB>L</SUB>)</NU><DE>I<SUB>0</SUB>(&agr;)</DE></FR>+C<SUB>2</SUB>·<FR><NU>K<SUB>0</SUB>(&agr;r<SUB>L</SUB>)</NU><DE>K<SUB>0</SUB>(&agr;)</DE></FR>+1≅<FR><NU>&agr;r<SUB>L</SUB></NU><DE>2</DE></FR>+1 (11C)
The dimensional water flux in the tubule is given by
Q<IT>=</IT><LIM><OP>∫</OP><LL><IT>0</IT></LL><UL><IT>R<SUB>0</SUB></IT></UL></LIM><IT> U<SUB>i</SUB>·2&pgr;R</IT>d<IT>R=</IT><LIM><OP>∫</OP><LL><IT>0</IT></LL><UL><IT>R<SUB>L</SUB></IT></UL></LIM><IT> U</IT><SUB>c</SUB><IT>·2&pgr;R</IT>d<IT>R</IT> (12A)

<IT>+</IT><LIM><OP>∫</OP><LL><IT>R<SUB>L</SUB></IT></LL><UL><IT>R<SUB>0</SUB></IT></UL></LIM><IT> U</IT><SUB>m</SUB><IT>·2&pgr;R</IT>d<IT>R</IT>
Equation 12A is the integral of the velocity over the entire cross section of the tubule. Since the brush- border flow contributes very little to the total flux, the second integral describing this flux can be neglected, and Eq. 12A reduces to
Q<IT>≅</IT><LIM><OP>∫</OP><LL><IT>0</IT></LL><UL><IT>R<SUB>L</SUB></IT></UL></LIM><IT> U</IT><SUB>c</SUB><IT>·2&pgr;R</IT>d<IT>R</IT> (12B)

<IT>=U<SUB>0</SUB>·&pgr;R</IT><SUP><IT>2</IT></SUP><SUB><IT>0</IT></SUB><IT>·</IT><FENCE><FR><NU>dp</NU><DE>d<IT>z</IT></DE></FR> <FENCE><FENCE>−<FR><NU><IT>1</IT></NU><DE><IT>8</IT></DE></FR></FENCE><IT>r</IT><SUP><IT>4</IT></SUP><SUB><IT>L</IT></SUB><IT>+</IT><FENCE>−<FR><NU><IT>1</IT></NU><DE><IT>&agr;<SUP>2</SUP></IT></DE></FR></FENCE><IT>C<SUB>3</SUB>r</IT><SUP><IT>2</IT></SUP><SUB><IT>L</IT></SUB></FENCE></FENCE>
From Eq. 11, C3 is of O(alpha ), and the second term of Q in Eq. 12B is of order 1/alpha smaller than the first. The first term in Eq. 12B is the same as for the Poiseuille flow in a tube of dimensionless radius rL. The second term in Eq. 12B describes a small bulk flow due to the small slip velocity at the microvilli tips.

By introducing the dimensionless water flux
Q<SUB><IT>0</IT></SUB><IT>=U<SUB>0</SUB>·&pgr;R</IT><SUP><IT>2</IT></SUP><SUB><IT>0</IT></SUB>
one can write the dimensionless pressure gradient to order 1/alpha as
−<FR><NU>dp</NU><DE>d<IT>z</IT></DE></FR><IT>≅</IT><FR><NU>q</NU><DE><FENCE><FR><NU><IT>1</IT></NU><DE><IT>8</IT></DE></FR><IT> r</IT><SUP><IT>4</IT></SUP><SUB><IT>L</IT></SUB><IT>+</IT><FR><NU><IT>1</IT></NU><DE><IT>&agr;<SUP>2</SUP></IT></DE></FR><IT> C<SUB>3</SUB>r</IT><SUP><IT>2</IT></SUP><SUB><IT>L</IT></SUB></FENCE></DE></FR> (13)
Here q is the dimensionless flux, Q/Q0, and rL is the dimensionless position of the edge of the brush border.

Darcy Permeability Coefficient Kp

The expression for the two-dimensional Darcy permeability coefficient can be derived by examining a periodic unit in the hexagonal microvillus array shown in Fig. 2B. The distributed or body force per unit volume, F, is the Darcy term in Eq. 2.

The total pressure force acting on a periodic unit, ABCD, in Fig. 2B, whose length and height are (2a + Delta ) and (2a + Delta )<RAD><RCD>3</RCD></RAD>/2, respectively, is
−<FR><NU>dP</NU><DE>d<IT>Z</IT></DE></FR><IT>·</IT>(<IT>2a+&Dgr;</IT>)<IT>·</IT>(<IT>2a+&Dgr;</IT>) <FR><NU><RAD><RCD><IT>3</IT></RCD></RAD></NU><DE><IT>2</IT></DE></FR> (14)
whereas Darcy's law requires that
<FR><NU>dP</NU><DE>d<IT>Z</IT></DE></FR><IT>=</IT>−<FR><NU><IT>&mgr;</IT></NU><DE><IT>K</IT><SUB>p</SUB></DE></FR><IT> U</IT><SUB>m</SUB> (15)
From Eqs. 14 and 15, the pressure force acting on the periodic unit ABCD can be written as
−<FR><NU>dP</NU><DE>d<IT>Z</IT></DE></FR><IT>·</IT>(<IT>2a+&Dgr;</IT>)<IT>·</IT>(<IT>2a+&Dgr;</IT>) <FR><NU><RAD><RCD><IT>3</IT></RCD></RAD></NU><DE><IT>2</IT></DE></FR> (16)

<IT>=</IT><FR><NU><IT>&mgr;</IT></NU><DE><IT>K</IT><SUB>p</SUB></DE></FR><IT> U</IT><SUB>m</SUB><IT>·</IT>(<IT>2a+&Dgr;</IT>)<SUP><IT>2</IT></SUP><IT>·</IT><FR><NU><RAD><RCD><IT>3</IT></RCD></RAD></NU><DE><IT>2</IT></DE></FR>
Note, however, from Fig. 2B, that this is also the local drag force F per unit length on a single microvillus, since the periodic unit for the hexagonal array comprises a single cylindrical fiber or microvillus. Thus from Eq. 16, F is given by
F=−<FR><NU>dP</NU><DE>d<IT>Z</IT></DE></FR><IT>·</IT>(<IT>2a+&Dgr;</IT>)<SUP><IT>2</IT></SUP><IT>·</IT><FR><NU><RAD><RCD><IT>3</IT></RCD></RAD></NU><DE><IT>2</IT></DE></FR><IT>=</IT><FR><NU><IT>&mgr;</IT></NU><DE><IT>K</IT><SUB>p</SUB></DE></FR><IT> U</IT><SUB>m</SUB><IT>·</IT>(<IT>2a+&Dgr;</IT>)<SUP><IT>2</IT></SUP><IT>·</IT><FR><NU><RAD><RCD><IT>3</IT></RCD></RAD></NU><DE><IT>2</IT></DE></FR> (17)
and Kp can be written in terms of F as
K<SUB>p</SUB><IT>=</IT><FR><NU><IT>&mgr;U</IT><SUB>m</SUB></NU><DE><IT>F</IT></DE></FR><IT>·</IT>(<IT>2a+&Dgr;</IT>)<SUP><IT>2</IT></SUP><IT>·</IT><FR><NU><RAD><RCD><IT>3</IT></RCD></RAD></NU><DE><IT>2</IT></DE></FR> (18)
Sangani and Acrivos (46) have obtained a numerical solution for the Stokes flow past the periodic fiber array in Fig. 2B. They showed that the dimensionless drag, FUm, can be expressed by
<FR><NU>F</NU><DE>&mgr;U<SUB>m</SUB></DE></FR><IT>=</IT><FR><NU><IT>4&pgr;</IT></NU><DE>ln (<IT>c</IT><SUP>−1/2</SUP>)<IT>−0.745+c−¼c<SUP>2</SUP>+O</IT>(<IT>c<SUP>4</SUP></IT>)</DE></FR> (19)
where c, the solid fraction, is defined by
c = <FR><NU>&pgr;a<SUP>2</SUP></NU><DE>(2a+&Dgr;)<SUP>2</SUP> <FR><NU><RAD><RCD><IT>3</IT></RCD></RAD></NU><DE><IT>2</IT></DE></FR></DE></FR><IT> = </IT><FR><NU><IT>&pgr;</IT></NU><DE><FENCE><IT>2+</IT><FR><NU><IT>&Dgr;</IT></NU><DE><IT>a</IT></DE></FR></FENCE><SUP><IT>2</IT></SUP> <FR><NU><RAD><RCD><IT>3</IT></RCD></RAD></NU><DE><IT>2</IT></DE></FR></DE></FR> (20)
The expression in Eq. 19 is valid for c < 0.4. For control flow conditions where Delta  = 74.1 nm and a = 45 nm, c = 0.27. From Eqs. 18, 19, and 20
<FR><NU>K<SUB>p</SUB></NU><DE><IT>a<SUP>2</SUP></IT></DE></FR><IT>=</IT><FR><NU><IT>&mgr;U</IT><SUB>m</SUB></NU><DE><IT>F</IT></DE></FR><IT>·</IT><FR><NU><IT>&pgr;</IT></NU><DE><IT>c</IT></DE></FR><IT>=</IT><FR><NU>ln (<IT>c</IT><SUP>−1/2</SUP>)<IT>−0.745+c−¼c<SUP>2</SUP>+O</IT>(<IT>c<SUP>4</SUP></IT>)</NU><DE><IT>4c</IT></DE></FR> (21)
Equation 21 is rigorously valid only for two-dimensional flow. It is, however, also a reasonable approximation for the local drag along a microvillus where Um is a function of R. A rigorous justification of this approximation would require a much more complicated three-dimensional analysis similar to that in Tsay and Weinbaum (49) where the radial pressure gradient and velocity are considered.

Drag and Shear Force per Unit Tubule Length

The total drag force on the microvilli per unit tubule length is given by
F<SUB>d</SUB><IT>=</IT><LIM><OP>∫</OP><LL><IT>R<SUB>L</SUB></IT></LL><UL><IT>R<SUB>0</SUB></IT></UL></LIM> <FENCE>−<FR><NU><IT>&mgr;U</IT><SUB>m</SUB></NU><DE><IT>K</IT><SUB>p</SUB></DE></FR></FENCE><IT>·2&pgr;R</IT>d<IT>R</IT> (22)
Equation 22 is the integrated drag on all microvilli that lie in the annular region RL < R < R0 due to thin effective hydrodynamic resistance, the Darcy term µUm/Kp in Eq. 2. Using Eqs. 1 and 2, one can write Eq. 22 in the equivalent form
F<SUB>d</SUB><IT>=</IT><LIM><OP>∫</OP><LL><IT>R<SUB>L</SUB></IT></LL><UL><IT>R<SUB>0</SUB></IT></UL></LIM> <FENCE>−<FR><NU><IT>&mgr;U</IT><SUB>m</SUB></NU><DE><IT>K</IT><SUB>p</SUB></DE></FR></FENCE><IT>·2&pgr;R</IT>d<IT>R=</IT><LIM><OP>∫</OP><LL><IT>R<SUB>L</SUB></IT></LL><UL><IT>R<SUB>0</SUB></IT></UL></LIM> (<IT>∇</IT>P<IT>−&mgr;∇<SUP>2</SUP>U</IT><SUB>m</SUB>)<IT>·2&pgr;R</IT>d<IT>R=</IT><LIM><OP>∫</OP><LL><IT>0</IT></LL><UL><IT>R<SUB>0</SUB></IT></UL></LIM> (<IT>∇</IT>P<IT>−&mgr;∇<SUP>2</SUP>U<SUB>i</SUB></IT>)<IT>·2&pgr;R</IT>d<IT>R</IT>
where i = c or m in the last integral. The latter integral can be readily evaluated
F<SUB>d</SUB><IT>=</IT><LIM><OP>∫</OP><LL><IT>0</IT></LL><UL><IT>R<SUB>0</SUB></IT></UL></LIM> (<IT>∇</IT>P<IT>−&mgr;∇<SUP>2</SUP>U<SUB>i</SUB></IT>)<IT>·2&pgr;R</IT>d<IT>R</IT> (23)

<IT>=</IT><FR><NU>dP</NU><DE>d<IT>Z</IT></DE></FR><IT>·&pgr;R</IT><SUP><IT>2</IT></SUP><SUB><IT>0</IT></SUB><IT>−&tgr;</IT>(<IT>R<SUB>0</SUB></IT>)<IT>·2&pgr;R<SUB>0</SUB></IT>
From Eq. 23 it is clear that the pressure drop per unit tubule length (first term on right-hand side of Eq. 23) is balanced by the shear force at wall, Fs (second term on right-hand side of Eq. 23), and the drag force, Fd, on the microvilli per unit tubule length.

The shear force per unit tubule length is given by
F<SUB>s</SUB><IT>=&tgr;</IT>(<IT>R<SUB>0</SUB></IT>)<IT>·2&pgr;R<SUB>0</SUB></IT> (24)
From Eq. 23, the ratio lambda  of the drag force to the shear force per unit tubule length is expressed by
&lgr;=<FR><NU>F<SUB>d</SUB></NU><DE><IT>F</IT><SUB>s</SUB></DE></FR><IT>=</IT><FR><NU><FR><NU>dP</NU><DE>d<IT>Z</IT></DE></FR><IT>·R<SUB>0</SUB></IT></NU><DE><IT>2&tgr;</IT>(<IT>R<SUB>0</SUB></IT>)</DE></FR><IT>−1=</IT><FR><NU><IT>&agr;</IT></NU><DE><IT>2</IT></DE></FR><IT>·</IT><FR><NU><IT>1</IT></NU><DE><FENCE><FR><NU><IT>I<SUB>1</SUB></IT>(<IT>&agr;</IT>)</NU><DE><IT>I<SUB>0</SUB></IT>(<IT>&agr;</IT>)</DE></FR><IT>+</IT><FR><NU><IT>&agr;</IT></NU><DE><IT>2</IT></DE></FR><IT> r<SUB>L</SUB>·</IT><FR><NU><IT>K<SUB>1</SUB></IT>(<IT>&agr;</IT>)</NU><DE><IT>K<SUB>1</SUB></IT>(<IT>&agr;r<SUB>L</SUB></IT>)</DE></FR></FENCE></DE></FR><IT>−1</IT> (25)
Note that in Eq. 25, lambda  depends only on the brush border and microvillus geometry.

Drag and Torque on a Single Microvillus

To obtain the drag force distribution fd acting on each microvillus, we divide the total drag on all the microvilli per unit length, Fd in Eq. 22, by n, number of microvilli per unit length of tubule, and integrate between RL, the microvilli tip and any position R
f<SUB>d</SUB><IT>=</IT><FR><NU><IT>1</IT></NU><DE><IT>n</IT></DE></FR><IT>·</IT><LIM><OP>∫</OP><LL><IT>R<SUB>L</SUB></IT></LL><UL><IT>R</IT></UL></LIM> <FENCE>−<FR><NU><IT>&mgr;U</IT><SUB>m</SUB></NU><DE><IT>K</IT><SUB>p</SUB></DE></FR></FENCE><IT>·2&pgr;R</IT>d<IT>R</IT> (26)
When R is equal to the radius of the tubule, Eq. 26 gives the total drag force acting on a single microvillus.

From Eq. 26 the local force per unit length of microvillus is given by
<FR><NU>d<IT>f</IT><SUB>d</SUB></NU><DE>d<IT>R</IT></DE></FR><IT>=</IT><FR><NU><IT>1</IT></NU><DE><IT>n</IT></DE></FR><IT>·</IT><FENCE>−<FR><NU><IT>&mgr;U</IT><SUB>m</SUB></NU><DE><IT>K</IT><SUB>p</SUB></DE></FR></FENCE><IT>·2&pgr;R</IT> (27)
The bending moment per unit length acting on the base of the microvillus is given by
<FR><NU>d<IT>T</IT></NU><DE>d<IT>R</IT></DE></FR><IT>=<OVL>R</OVL>·</IT><FR><NU>d<IT>f</IT><SUB>d</SUB></NU><DE>d<IT>R</IT></DE></FR>
where <A><AC>R</AC><AC>&cjs1171;</AC></A> = R0 - R is the lever arm of the force element. The integrated torque distribution is defined by
T(R)=<LIM><OP>∫</OP><LL>R<SUB>L</SUB></LL><UL>R</UL></LIM> <OVL>R</OVL>·d<IT>f</IT><SUB>d</SUB><IT>=</IT><LIM><OP>∫</OP><LL><IT>R<SUB>L</SUB></IT></LL><UL><IT>R</IT></UL></LIM> <OVL><IT>R</IT></OVL><IT>·</IT><FR><NU><IT>1</IT></NU><DE><IT>n</IT></DE></FR> <FENCE>−<FR><NU><IT>&mgr;U</IT><SUB>m</SUB></NU><DE><IT>K</IT><SUB>p</SUB></DE></FR></FENCE><IT>·2&pgr;R</IT>d<IT>R</IT> (28)
T(R) is the torque acting on a single microvillus between its tip and any position R. When R is equal to the radius of the tubule, Eq. 28 gives the total torque acting on a single microvillus.

Elastic Model for Bending of Microvillus

Fortunately, there is sufficient information on the structure of the F-actin cytoskeleton of the microvillus and the elastic properties of an individual actin filament to construct from first principles a model for its bending deformation due to its hydrodynamic loading. These ultrastructural studies summarized by Maunsbach (37) indicate that there are between 6 and 10 long axial microfilaments randomly distributed in each cross section. Most of the axial microfilaments are clustered in the central region of the microvillus cross section rather than near its periphery. In our idealized ultrastructural model shown in Fig. 3A, we have assumed that on average seven such filaments are arranged in an hexagonal array with six of the filaments equally spaced on a circle that is the half-radius of the cross section. This is a close approximation to the electron micrographs shown in Maunsbach (37). Each microfilament is 7 nm in diameter. Although the spacing of the transverse linker molecules, fimbrin and alpha -actinin, is not known to our knowledge, it is reasonable to assume that their primary function is that of spacer molecules that hold the long axial filaments in a nearly parallel array. The bending moment on the microvillus due to the distributed hydrodynamic drag is, therefore, borne entirely by its seven axial elements. This structure is analogous to a reinforced concrete beam in which the bending resistance of the concrete between its axial steel reinforcing rods is neglected. Fig. 3B is a sketch showing the geometry of the deformed microvillus with just its central microfilament.


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Fig. 3.   A: idealized structural model for the arrangement of axial F-actin filaments in microvillus cross section. The 7 F-actin filaments form a hexagonal array in which the 6 off-axis filaments are equally spaced on a circle that is the half radius of the cross section; a is the radius of the microvillus membrane, and rf is the radius of the actin filament. B: geometry of the deformed microvillus showing axial deflection of its central filament. The mechanical loading is a combination of a concentrated force, Pm, acting at the tip, accounting for approximately three-fourths of the total force and a uniform loading, qm, accounting for approximately one-fourth of the total force.

According to the elementary theory for the bending of beams (4), the deflection y of the microvillus (see Fig. 3B), satisfies the fourth order equation
<FR><NU>d<SUP><IT>2</IT></SUP></NU><DE>d<IT>x<SUP>2</SUP></IT></DE></FR> <FENCE><IT>EI </IT><FR><NU>d<SUP><IT>2</IT></SUP><IT>y</IT></NU><DE>d<IT>x<SUP>2</SUP></IT></DE></FR></FENCE><IT>=D</IT>(<IT>x</IT>)<IT>=</IT><FR><NU>d<IT>f</IT><SUB>d</SUB></NU><DE>d<IT>R</IT></DE></FR> (29)
Here x = R0 - R, E is the Young's modulus of the individual actin filaments, I is the moment of inertia of the cross section, and D(x) is the distributed axial load due to the hydrodynamic drag obtained from Eq. 27. I depends on the orientation of the bending axis. However, one can show that for the geometry in Fig. 3A the moment of inertia varies insignificantly with any axis passing through the origin because of the hexagonal symmetry. Since the radius of an actin filament, rf, is small compared with the radius of the microvillus a, the contribution of each filament to I is the area of the filament pi rf2 times the distance from the axis of rotation. Thus I for the cross-sectional geometry in Fig. 3A is
I=4·<FENCE>&pgr;r<SUP><IT>2</IT></SUP><SUB>f</SUB><IT>·</IT><FENCE><FR><NU><RAD><RCD><IT>3</IT></RCD></RAD></NU><DE><IT>2</IT></DE></FR><IT>·</IT><FR><NU><IT>a</IT></NU><DE><IT>2</IT></DE></FR></FENCE><SUP><IT>2</IT></SUP></FENCE><IT>=</IT><FR><NU><IT>3</IT></NU><DE><IT>4</IT></DE></FR><IT> &pgr;r</IT><SUP><IT>2</IT></SUP><SUB>f</SUB><IT>·a<SUP>2</SUP></IT> (30)
The drag force distribution or the beam loading is given by Eq. 27. However, as will be shown in the RESULTS, this loading can be well approximated by the superposition of two simple loads, a uniform load, qm, over most of the length of the microvillus and a concentrated force, Pm, acting at its tip. This allows us to write a greatly simplified expression for the loading, which enables us to integrate the beam equation analytically. This simplified loading distribution is given by
D(x)=P<SUB>m</SUB><IT>&dgr;</IT>(<IT>x−L</IT>)<IT>+</IT>q<SUB>m</SUB> (31)
Four boundary conditions are needed to define the boundary value problem for the deflection of the microvillus. At x = 0, the base of the microvillus, it is reasonable to assume that the longitudinal actin filaments are anchored to more rigid supporting structures in the intracellular cytoskeleton. These could be either more complex actin networks near the apical membrane, microtubules, or intermediate filaments. The nature of this anchoring is not yet known. If this anchoring is relatively inflexible and treated as a rigid support, then the displacement and slope of the microvillus relative to the vertical will vanish
y(0)=0, y′(0)=0 (32)
At the free end of the beam, x = L, there is no bending moment, and the vertical shear force does not vanish. We require that
y″(L)=0, y‴(L)=<FR><NU>P</NU><DE>EI</DE></FR> (33)
The solution to the boundary value problem defined by Eqs. 29, 31, 32, and 33 is given by
y(x)=<FR><NU>1</NU><DE>EI</DE></FR> <FENCE><FR><NU>1</NU><DE>6</DE></FR> P<SUB>m</SUB>(−<IT>x<SUP>3</SUP>+3Lx<SUP>2</SUP></IT>)<IT>+</IT><FR><NU><IT>1</IT></NU><DE><IT>24</IT></DE></FR> q<SUB>m</SUB>(<IT>x<SUP>4</SUP>−4Lx<SUP>3</SUP></IT></FENCE> (34)

<IT>+6L<SUP>2</SUP>x<SUP>2</SUP></IT>))
At the free end of the beam, x = L, the maximum deflection is achieved. From Eq. 34, it is given by
y(L)=<FR><NU>1</NU><DE>EI</DE></FR> <FENCE><FR><NU>1</NU><DE>3</DE></FR> P<SUB>m</SUB><IT>L<SUP>3</SUP>+</IT><FR><NU><IT>1</IT></NU><DE><IT>8</IT></DE></FR> q<SUB>m</SUB><IT>L<SUP>4</SUP></IT></FENCE> (35)


    RESULTS
TOP
ABSTRACT
INTRODUCTION
METHODS
RESULTS
DISCUSSION
APPENDIX
REFERENCES

Velocity Field

In Fig. 4 we have plotted the velocity profiles in the tubule lumen, the transition layer in the vicinity of the microvilli tips and in the brush border. Three curves are required because the velocity scale varies so greatly between regions. This behavior is characteristic of solutions in the large alpha  limit. The solutions in Fig. 4 as well as Fig. 6 are for a control value of Q of 30 nl/min. The edge of the brush border is located at a dimensionless r of 0.847. The centerline velocity in the lumen is 1.66 mm/s, and the profile in the core is a parabola typical of Poiseuille flow except near the interface with the brush border, where the velocity drops to very small values over a distance of a few tenths of a micron as observed in Fig. 4B. At the edge of the brush border, r = 0.847, the velocity is only 4.11 µm/s or roughly 1/400 of the centerline velocity. The velocity then falls off rapidly as one enters the lateral spaces between the microvilli and, as shown in Fig. 4C, asymptotically approaches a nearly constant value of only 10 nm/s in the central region of the brush border. As seen in Fig. 4B the thickness of the transition region at the microvilli tip where the velocity decays to the nearly vanishing bulk flow velocity is ~0.011 in dimensionless r units. This corresponds to a distance of 0.180 µm in physical units or about 7% of the microvilli length. This is about 2.4 times the open gap between microvilli, which for the control flow is 74 nm. As observed in Fig. 4C, a transition layer of comparable thickness exists at the base of the microvilli where the velocity decays from the miniscule bulk flow velocity in the brush border to zero at the apical membrane, so as to satisfy no-slip conditions. Because of the miniscule magnitude of the bulk flow in the brush border, the velocity in Fig. 4C is plotted in nanometers per second, where the velocity at the edge of the boundary layer at the apical membrane is about 10 nm/s. There is a slight decrease in the bulk flow velocity across the brush border due to the curvature of the radial coordinate system. This small bulk flow is driven by the axial pressure gradient in the lumen of the tubule.


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Fig. 4.   Velocity profiles in lumen (A), in tip region (B), and in central region of brush border (C). Tip is located at r = 0.847. Note that velocity at microvilli tip is ~1/400 the center line velocity in core, and bulk flow in brush border is ~1/400 of the tip velocity.

In Fig. 5 we have plotted the tip velocity vs. the open gap Delta  between microvilli and also the dimensionless drag coefficient given by Eq. 19. It is clear that there is a nearly linear relationship between the tip velocity and Delta . This linearity can easily be derived from asymptotic analysis, see the APPENDIX. This effective slip velocity at the microvilli tips gives rise to the second term in the expression for Q in Eq. 12B.


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Fig. 5.   Dimensionless drag coefficient (FU) and tip velocity vs. open gap Delta  between microvilli.

The miniscule bulk flow in the brush border contributes negligibly to the total flow in the tubule. However, it plays a very important role in determining the total force on each microvillus and the torque that it experiences. Similarly, it might seem at first glance that the details of the velocity profile in the thin transition region near the tips of the microvillus are not significant. Since the forces in Stokes flow are proportional to the velocity, it is the integral of this velocity profile that determines the contribution of the tip region to the total force and torque on the microvillus. The central question is how this integrated drag on the tips of the microvilli compares with the much smaller forces due to the bulk flow but which act over most of the length of the microvillus.

Drag vs. Shear Force

With a bulk flow velocity in the brush border that is five orders of magnitude smaller than the centerline velocity in the tubule, one wonders how the shear force acting on the apical membrane at the base of the microvilli compares with the drag force on the microvilli. As noted earlier, nearly all previous studies on the effect of fluid forces on vascular endothelial cells have examined the effect of fluid shear on the cell's cytoskeleton and intracellular biochemical responses. Since both these forces scale linearly with the velocity, the ratio of the drag force to the fluid shearing force would be independent of the tubule flow rate, if the microvilli geometry did not change with flow rate. The ultrastructural study by Maunsbach et al. (36) revealed that the open separation between the microvilli increased from 62.1 nl to 90.4 nm as the tubule flow was increased from 5 to 45 nl/min. One is thus interested not only in the ratio of the drag to fluid shear force at control conditions, where this separation distance is 74.1 nm, but also how this ratio changes more generally with microvilli spacing. The results of Eq. 25 are plotted in Fig. 6. One observes that the ratio of the drag to fluid shear force increases from ~360 to 580 as the open spacing between microvilli decreases from 90.4 to 62.1 nm and that there is a rapid fall off in this ratio as the distance between microvilli increases. The density of the microvilli in the S3 segment is approximately one-quarter that in the S2 segment and thus could be twice the control value cited above, or 150 nm. Even for this large spacing, the ratio of the drag to shear force is nearly 200. 


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Fig. 6.   Plot of Eq. 25 for the ratio lambda  of the drag force, Fd, on the brush border microvilli and the shear stress, Fs, on the apical membrane per unit length of tubule. Note lambda  depends only on tubule and brush border geometry and is independent of both viscosity and flow rate; lambda  varies between 360 and 580 for the values of Delta  measured in Maunsbach et al. (36).

Drag and Torque Distribution on a Single Microvillus

In Fig. 7 we have plotted Eq. 26 for the integrated drag distribution starting at the microvillus tip, r = 0.847, to the base of the microvillus. One observes a sharp break in this curve at approximately r = 0.858. At this location the average velocity differs by less than 1% from the bulk flow velocity in the interior of the brush border. The integrated drag at this location is 73.8% of the total drag on the microvillus, although this drag acts on only the 7% (0.18 µm) of the microvillus length near its tip. In summary, the drag due to the bulk flow in the interior of the brush border contributes ~1/4 of the total drag, and the flow near the tip contributes 3/4 of the total drag. This highly asymmetric distribution, as we see next, provides for a large amplification in the torque experienced by the microvillus. The total drag force on the microvillus for a control flow of 30 nl/min is 7.38 × 10-3 pN.


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Fig. 7.   Integrated drag force distribution along the microvillus starting from the microvillus tip. Note that tip boundary layer is about 7% (0.18 µm) of microvillus length, and 73.8% of the total drag force is concentrated in the tip region.

In Fig. 8 we have plotted Eq. 28 for the integrated torque distribution starting at the microvillus tip proceeding to the base of the microvillus. One again observes a sharp break in this curve at approximately r = 0.858. The integrated torque at this location is 86.2% of the total torque on the microvillus, although this torque, like the drag, acts only on the 7% of the microvillus length near its tip. In summary, the torque due to the bulk flow in the interior of the brush border contributes only about 1/7 of the total torque, and the flow near the tip contributes 6/7.


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Fig. 8.   Integrated torque distribution along the microvillus starting from the microvillus tip. Note that 86.2% of the total torque occurs in the tip boundary layer, outer 0.18 µm of microvillus.

Effect of Flow on Drag and Torque

In Table 1 we have summarized the effects of changing the flow rate using the ultrastructural data provided by Maunsbach et al. (36). One observes that the drag force on the microvilli does not vary linearly with flow rate if the changes in lumen diameter and microvilli separation with flow rate are accounted for. In fact, one notes that there is only a slightly more than twofold increase in drag when the flow is increased from 5 to 45 nl/min. If we assume that the length of the microvilli do not change, then, since three-quarters of the drag acts near the tips of the microvilli, the torque should increase roughly in proportion to the fluid drag on the microvilli tips. This nonlinear behavior, which is observed in experiments with individual perfused tubules in situ, is associated with an increase in hydrostatic pressure in the lumen of the tubule. This increase in tubule lumen pressure will cause a distension of the perfused nephron, since neighboring nephrons will not be at elevated transepithelial hydrostatic pressure. In vivo, this distension probably does not occur, since neighboring nephrons would all be at the same transepithelial pressure.

                              
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Table 1.   Effects of changing flow rate in individually perfused tubules

Bending Deformation of the Microvillus

The bending deformation of the microvillus and the deflection of its tip are given by Eqs. 34 and 35, respectively. The two key parameters in these expressions are the moment of inertia, I, given by Eq. 30 and the Young's modulus, E, of the individual actin filaments in the microvillus cross section shown in Fig. 3A. Realistic values for both of these parameters are available. In calculating I, we have used the measured values, rf = 3.5 nm and a = 45 nm (37). The Young's modulus for an F-actin microfilament has been estimated from its bending modulus. This has been determined from force measurements obtained by the micromanipulation of single actin filaments by Kishino and Yanagida (23). The calculated value for E is 1.44 × 109 dyn/cm2. In Fig. 9 we have plotted the deformed shapes of microvilli of four different lengths from 1.5 to 3.0 µm for a control flow of 30 nl/min when the open gap Delta  between microvilli is 74.1 nm. Equation 35 shows that the maximum deflection of the microvilli, which is primarily determined by the concentrated drag forces near its tip, is proportional to the third power of the microvilli length. This accounts for the large increase in the maximum deflection with microvilli length. For a microvillus of 2.5 µm length in an S2 segment, the tip deflection is 3.78 nm, whereas for a 1.5-µm microvillus, the tip deflection is about one-fifth this value. Thus, at a control flow rate of 30 nl/min, the maximum tip deflection varies from about 1 to 5% of the microvilli diameter 90, nm.


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Fig. 9.   Microvillus deflection for control flow, 30 nl/min, for microvilli of four different lengths from 1.5 to 3.0 µm. 2RL = 27.7 µm and Delta  = 74.1 nm for all microvilli.