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Using Nanofluids to Control Fines Migration in Porous Systems  193


              onto pore surfaces, and water component flowing through 1D permeable
              media can be written as:
                 Water component:

                                        @f w  @S w
                                           1     5 0                     (4.11a)
                                       @x D   @t D
                 Fine particles component:

                              ð
                    ð
                   @ C FP f w Þ  @ S w C FP Þ  1 @σ a  σ a 5 σ cr ; σ cr , σ cr;max
                          1          1      5 0;                        (4.11b)
                    @x D       @t D    φ @t D     σ a 5 0; σ cr 5 σ cr;max
                 Nanoparticles component:
                                                    ^
                                            8
                                     ^      >  ^   C NP;max K NP C NP  ^  ^
              @ C NP f w Þ  @ S w C NP Þ  1 @C NP  < C NP 5      ; C NP ,C NP;max
                        ð
               ð
                     1          1       50;          11K NP C NP
                @x D      @t D    φ @t D    >
                                            :  ^      ^    ^
                                              C NP 50;C NP ,C NP;max
                                                                         (4.11c)
                 The relative permeability of the wetting water-phase behaves accord-
              ing to a function of the retained fine particles concentration onto pore
              surfaces expressed as Eq. (4.12). The viscosity of flowing water is a func-
              tion of fines concentration, which is modeled using the Flory-Huggins
              equation (Pope and Nelson, 1978):

                                ð
                             k rw S w ; σ a Þ  k rw S w ; σ a;initial
                                       5                                 (4.12)
                                                     ð
                                ð
                              μ C FP Þ   ð 1 1 βσ FP Þμ 1 1 aC FP Þ
                               w                    w
              where, β; a are constant coefficents.
                 Yuan (2017a) and Yuan and Moghanloo (2018c) introduced the
              splitting method (Borazjani et al., 2016, Borazjani and Bedrikovetsky,
              2016) to reduce the above governing system (Eq. (4.9)) from the 3 3 3
              system to two sub-systems, including, a nanoparticles and fines retention-
              kinetics auxiliary subsystem (Eq. (4.13)) and a lifting system for unknown
              water saturation (Eq. (4.14)). The procedure to solve the problem
              includes: (1) transformation of Eq. (4.11) using a stream-function and
              splitting technique; (2) analytical solutions of both the auxiliary system
              and lifting system using method of characteristics (MOC) (Appendix A);
              and (3) inversion of solutions by transforming the coordinates:

                                      @C FP   1 @σ a
                                           1       5 0                  (4.13a)
                                      @x D   φ @ϕ
                                                ^
                                    @C NP    1 @C NP
                                          1         5 0                 (4.13b)
                                     @x D    φ @ϕ
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