
c05 JWPR067-Mench January 23, 2008 18:58 Char Count=
5.4 Single-Phase Flow in Channels 235
(a)
(b)
Figure 5.18 Illustration of individual particle flow trajectories in (a) laminar and (b) turbulent flow.
channels [2] of width w and height h
d
h
=
4wh
2w + 2h
=
2wh
w + h
(5.70)
For Re < 3000 in an internal channel, the flow is typically laminar, a condition characterized
by uniform streamlines and locally steady flow. For an internal channel with Re > 3000,
the flow transitions to turbulent flow, characterized by local velocity profile fluctuations
and enhanced mixing, as illustrated in Figure 5.18. The flow in a vast majority of fuel cells
is highly laminar, which greatly simplifies many important calculations.
Physically, the cause of the pressure drop for internal flow is the viscous interaction
with the wall, where there is a no-slip condition (V
wall
= V
fluid
). The one-dimensional shear
force at the wall for a Newtonian fluid is proportional to the fluid strain and is related to
fluid viscosity:
F
wall
= τ A = Aµ
du
dy
(5.71)
where A is the surface area of contact between the fluid and the wall and du/dy is the slope
of the change in velocity with distance from the wall. To overcome the shear restraining
force imposed by the channel walls and the viscous nature of the fluid, the flow will
experience a pressure drop along the channel.
In open-field flow, such as in the atmosphere, there are no restraining walls or objects
that impose the no-slip condition. When flow from an open channel or flow manifold
enters a channel, the flow field develops along an entry length. The internal flow profile for
developing flow is shown in Figure 5.19. At first, the flow entering the confined channel is
undeveloped, and the flow profile still varies along the axial direction. Because of the no-slip
condition, the particles at the wall must have the same velocity as the wall, which sets up a
very steep du/dy profile within the developing boundary layer. Hence, in this developing
entrance region, the pressure drop per unit length is higher than in the developed section
of the channel. Further on down the channel, the boundary layers grow and eventually
converge until the flow profile no longer changes in the axial direction. The distance from
the entrance of the channel to the point where the internal flow profile becomes independent
of the axial location is termed the entrance length (L
e
) and is characterized by a higher