dc.description.abstract | Flow and transport through porous media is applicable in many areas of industrial
and geoscientific importance, e.g. flow through packed bed reactors in chemical
engineering, reactive transport in porous membranes in biology, flow of chemicals
through porous rocks in enhanced oil recovery (EOR) and in chemical treatments.
Most mathematical models for the transport of chemicals in porous media are formulated as systems of several partial differential equations. Very often, these systems
are so complex that they can only be solved numerically and, in general, analytical solutions to these equations cannot be found. In this thesis, we will examine
two models for which analytical solutions are available. The first of these is the
well-known polymer flood model in enhanced oil recovery, which describes the dis
placement of oil by polymer-enriched water. An analytical solution for this problem
exists in the literature in the form of a “solution algorithm”. In this work, we have
applied this algorithm to reveal all possible solution profiles that can occur under
certain assumptions, which the original authors of the algorithm did not present.
However, the main emphasis of this PhD thesis lies in the construction of analytical solutions to several (simplifications of) models describing the transport of scale
inhibitor in oil reservoirs. These chemicals are employed to slow down the formation and deposition of mineral scale. The most complex model considered here
assumes both kinetic precipitation/dissolution and kinetic adsorption/desorption of
scale inhibitor into an aqueous phase flowing at constant velocity. This general
model consists of a system of three partial differential equations and must be solved
numerically, but there are two important sub-cases for which analytical solutions
can be found. The first of these only considers the kinetic precipitation mechanism.
The second, much more complicated case assumes kinetic precipitation together with
equilibrium adsorption. Both problems consist of two first-order partial differential
equations relating the mobile phase concentration (C) and the amount of scale inhibitor precipitate (Π). The central idea for the construction of analytical solutions
is the existence of an “invariant” relationship between C and Π. Together with
the method of characteristics, this relationship enables us to build solution profiles
consisting of several different regions. A key feature of these profiles is the motion of a boundary point, x = αΠ(t), which divides the domain into a region where there
is precipitate (Π > 0) and a region where the precipitate has been completely used
up by the dissolution process (Π = 0). The velocity of this boundary point in
relation to the concentration flux velocity is of importance when determining the
corresponding concentration level. Knowledge of C on the boundary is another
essential building block in the development of the solution. In treating the various
cases, a powerful solution method emerges which may be applicable to the analysis
of other chemical transport models in which one of the unknown quantities can be
completely depleted, thereby altering the underlying system of first-order partial
differential equations. It appears that this work is the first in which this solution
methodology has been brought to bear on this type of internal moving boundary
problem; it has certainly never been applied in any problem in oilfield chemistry or
enhanced oil recovery. | en |