Chapter 7 – Complementary Experimental Tools  293

Thus,

I

m

r

z

d

r

z d r

AU

Au

Au

AU

Au

AU

=

=

=

(

)

=

×

×

/

/

/

4

(10

10

m

9

π

ρ

δ

π

ρ

π

ρ

δ

2

2

2

2

4

4

)

((5 10

m)/(0.5

50

10

m))

1.6

10

m

16 cm

2

6

2

1

×

×

×

×

=

×

=

7.6.2  MICROFLUIDICS

Microfluidics (for a good overview, see Whitesides, 2006) deals with systems that control

the flow of small volumes of liquid, anything from microliters (i.e., volumes of 10−9 m3) down

to femtoliters (10−18 m3), involving equivalent pipes or fluid channels of cross-​sectional

diameters of ~1 μm up to a few hundred microns. Pipes with smaller effective diameters

down to ~100 nm can also be used, whose systems are often referred to as nanofluidics,

which deal with smaller volumes still down to ~10−21 m3, but our discussion here is relevant

to both techniques.

Under normal operation conditions, the flow through a microfluidics channel will be lam­

inar. Laminar flow implies a Reynolds number (Re) ca. < 2100 compared to turbulent flow

that has an Re ca. > 2100 (see Equation 6.8). Most microfluidics channels have a diameter in

the range of ~10–​100 μm and a wide range of mean flow speeds from ~0.1 up to ~10 m s−1.

This indicates a range of Re of ~10−2 to 103 (see Worked Case Example 7.2).

The fluid for biological applications is normally water-​based and thus can be approximated

as incompressible and Newtonian. A Newtonian fluid is one in which viscous flow stresses

are linearly proportional to the strain rate at all points in the fluid. In other words, its vis­

cosity is independent of the rate of deformation of the fluid. Under these conditions, flow

in a microfluidics channel can be approximated as Hagen–​Poiseuille flow, also known as

Poiseuille flow (for non-​French speakers, Poiseuille is pronounced, roughly, “pwar-​zay”),

which was discussed briefly in Chapter 6. A channel of circular cross-​section implies a para­

bolic flow profile, such that

(7.13)

v

z

p

x

a

z

x ( ) = −∂

(

)

1

4

2

2

η

where

η is the dynamic (or absolute) viscosity

p is the fluid pressure along an axial length of channel x

a is the channel radius

vx(z) is the speed of flow of a streamline of fluid at a distance z perpendicular to x from

the central channel axis

For a fully developed flow (i.e., far away from exit and entry points of the channel), the

pressure gradient drop is constant, and so equals Δp/​l where Δp is the total pressure drop

across the channel of length l. It is easy to demonstrate a dependence between Δp and the

volume flow rate Q given by Poiseuille’s law:

(7.14)

p

l

a Q

R Q

H

=

=

8

4

η

π

RH is known as the hydraulic resistance, and the relation Δp =​ RHQ applies generally to

noncircular cross-​sectional channels. In the case of noncircular cross-​sections, a reasonable