Page 113 - Formation Damage during Improved Oil Recovery Fundamentals and Applications
P. 113

Formation Damage by Fines Migration: Mathematical and Laboratory Modeling, Field Cases  95


                 Integration of Eq. (3.34) at the core inlet using boundary condition
              (Eq. (3.39)) allows calculating the strained concentration at the inlet:
                                        x 5 0:σ s 5 0:                   (3.40)

                 Before attempting to solve the above system of equations, first the fol-
              lowing dimensionless parameters are introduced to produce dimensionless
              relationships:

                         Ð t
                  x       Uy ðÞdy      c       σ s       σ a             pk 0
              X 5 ;T 5   0       ;C 5    ;S s 5    ;S a 5    ;Λ5λL;P 5       ;
                  L        φL         Δσ      φΔσ       φΔσ              UμL
                                                                         (3.41)
              where L is the core length, φ is the rock porosity, Δσ 5 σ cr (U 0 ) σ cr (U 1 )
              is the total detached concentration when the fluid velocity is increased
              from U 0 to U 1 , and μ is the fluid viscosity.
                 Substituting these parameters into the system of Eqs. (3.33 3.36)
              yields, for the mass balance:
                                 @                  @C
                                    ð C 1 S s 1 S a Þ 1 α  5 0:          (3.42)
                                 @T                 @X
                 The kinetics of particle straining is now given by:

                                        @S s
                                            5 ΛαC:                       (3.43)
                                        @T
                 The attached concentration is similarly expressed as:
                                         S a 5 S cr UðÞ:                 (3.44)

                 And the dimensionless modified Darcy’s law becomes:
                                              1      @P
                                   1 52                 :                (3.45)
                                         1 1 βφΔσS s @X

                 In dimensionless coordinates, the initial and boundary conditions
              become, respectively:

                               T 5 0:C 5 1; S s 5 0; S a 5 S cr U 1 Þ;   (3.46)
                                                        ð
                                     X 5 0:C 5 0; S s 5 0:               (3.47)
                 In the following section, the solution for the dimensionless
              Eqs. (3.42 3.45) subject to initial and boundary conditions (Eqs. (3.46
              and 3.47)) is presented.
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