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Chapter 2

                   PARTIAL DIFFERENTIAL EQUATIONS AND THE
                             FINITE ELEMENT METHOD


                      W.B.J. ZIMMERMAN and B.N. HEWAKANDAMBY
               Department of Chemical and Process Engineering, University of Shefield,
                        Newcastle Street, Sheffield Sl 3JD United Kingdom
                              E-mail: w.zimmerman  @ shejac. uk

              Partial  differential  equations  (PDEs)  arise  naturally  in  science  and  engineering  from
              complex balance equations.  Commonplace PDEs are derived from conservation laws for
              transport of mass, momentum, species and energy.  Because these conservation  laws are
              integral equations over the domain, the PDEs that  arise from the continuum hypothesis
              have  a  structure  that  is  readily  represented  by  the  finite  element  method  as  an
              approximation.  In this chapter, the three different  classes of  differential  equations that
              arise in spatial-temporal  systems  - elliptic, parabolic, and hyperbolic  - are defined  and
              representative  cases are treated by  FEMLAB computations.  An  overview of  the  finite
             element method  is given, but greater depth of detail will await later chapters  where the
              applications particularly  exploit  features  of  finite  element  methods  that  intrinsically
              permit elegant and accurate computation.


          2.1  Introduction
          Partial  differential  equations  are  usually  found  in  science  and  engineering
          applications as the local, infinitesimal  constraint  imposed by conservation laws
          that are typically expressed as integral equations.  The whole class of transport
          phenomena due to conservation of mass, momentum, species and energy lead to
          PDEs in the continuum approximation.  Chemical engineers are well acquainted
          with  shell  balances  in  transport  phenomena  studies  for  heat,  mass  and
          momentum transfer.
             In contrast to the previous chapter, where 0-D and 1-D spatial systems were
          treated  by  FEMLAB  with  example  applications  in  chemical  engineering,  the
          chemical engineering curriculum is not overflowing with 2-D and 3-D example
          computations of the solutions to PDEs.  A rare example is found in [I]. In fact,
          historically,  many  of  the  common  chemical  engineering  models  and  design
          formula are simplifications of higher spatial dimension dynamics that are treated
          phenomologically.  Resistance coefficients in fluid dynamics, mass transfer and
          heat  transfer  coefficients, Thiele  moduli  in  heterogeneous  catalysis, McCabe-
          Thiele  diagrams  for  distillation  column  design,  and  many  more  common
          techniques are convenient semi-empiricisms that mask an underlying transport or
          non-equilibrium  thermodynamics  higher  spatial  dimension  system,  possibly


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