340 APPLICATIONS IN MASS TRANSFER
this elliptic problem is not known. Indicate how the results of the scaling
analysis in parts (a) through (e) can be used to solve the full elliptic problem
in the entry region.
5.P.8 Entrance Effect Limitations for Laminar Tube Flow with a Fast
Heterogeneous Reaction
In Example Problem 5.E.8 we considered fully developed laminar flow in a cylin-
drical tube for which a solute underwent an irreversible heterogeneous reaction at
the wall. We considered the special case of a very large Damk
¨
ohler number for
which our scaling analysis indicated that there was a region of influence or solutal
boundary layer near the tube wall across which the concentration dropped from its
initial value to essentially zero.
(a) Scaling analysis for large Damk
¨
ohler numbers led to a simplified set of
describing equations given by (5.E.8-18) through (5.E.8-21). Indicate when
the criteria leading to these simplified equations break down.
(b) Determine the thickness of the region of influence near the entrance of the
tube wherein the axial diffusion term cannot be neglected.
(c) When the axial diffusion term cannot be neglected, one is faced with solving
an elliptic system of equations for which a downstream boundary condition
is required. Indicate how the results of the scaling analysis in Example Prob-
lem 5.E.8 can be used to solve the full elliptic problem in the entry region.
(d) In Section 5.4 we considered steady-state convective mass transfer for the
case of a homogeneous chemical reaction and found that for sufficiently small
Peclet numbers, the convective transport of species could be neglected. Is a
small Peclet number approximation ever justified for steady-state mass trans-
fer in the convective mass-transfer problem being considered in Example
Problem 5.E.8?
5.P.9 Aeration of Water Containing Aerobic Bacteria
Consider a spherical bubble consisting of pure oxygen with a radius R rising at
its terminal velocity U
t
through at stationary tank of water of depth L.Thewater
contains aerobic bacteria that consume dissolved oxygen via a zeroth-order reaction
whose rate constant is k
0
(moles/volume·time). The water is assumed to have no
oxygen at the bottom of the tank where the bubbles enter. The bubbles can be
assumed to become saturated with water vapor very quickly relative to the oxygen
transfer to the liquid. The corresponding equilibrium concentration of oxygen in
water, denoted by c
A0
(moles/volume), will be assumed to be unaffected by the
small increase in the bubble pressure associated with the decrease in bubble size due
to oxygen absorption. We assume that the bubbles rise such that the hydrodynamics
cause the mass transfer to be confined to a film of liquid having a constant thickness
δ
m
that surrounds each bubble as shown in Figure 5.P.9-1. However, δ
m
is not
necessarily thin in comparison to the radius of the bubble. We ignore any effects