Page 56 - Geochemical Remote Sensing of The Sub-Surface
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Geoelectrochemistry and stream dispersion                              33


            U, ~g/l
            80
            70

            60
            50

            40
            30

            20
            10

            0  .......   t   ,,   l    I  . . . . .  ~   ~ ......
              0      20       40      60      80      100     120
                                     min
           Fig. 2-13. Accumulation of uranium concentration  at the surface of a liquid in a tube as a function
           of time.  Concentration  of fulvic  acid  Cfa  and  amplitude  of mechanical  vibration  A:  1- Era=200
           rag/I, A=0.5 mm; 2-  Cf~=200 mg/1, A=0.1 mm; 3- Cfa=0, A=0.5 mm; 4- Cfa=0, A=0. l mm.


           metals,  leading  to  the  presence  of all  forms  of occurrence  of metals  in  the  surrounding
           and overlying rocks.
              From  these  studies  it  is  suggested  that  the  general  mechanism  of bubble-facilitated
           transport  of metals  can  be  represented  by  a  non-linear  integro-differential  equation  for
           concentration  distribution  of  soluble  components  in  underground  water,  considering
           interactions  of metals  at phase  interfaces  of gas-liquid  and  liquid-solid  under  conditions
           of constant  radius  of bubbles  (Putikov  et  al.,  1994).  Taking  account  of some  simplified
           conditions  the  equation  can  be  reduced  to  the  following  diffusion-quasi-convective
           equation,


              V 2 C   ]2eft #C  q max  Ce -[~ [tCJo (x,y,z,~)d~ _ u ~ l C  =  0   (2.1)
                                                      a
                      D  Oz    D                   Dat

           where,  C -  volume  concentration of soluble components,  e.g., metals  in water in porous
           rocks,  veff =  effective  speed  of quasi-convection,  related  to  the  penetration  of gaseous
           bubbles,  D  =  coefficient  of  hydrodynamic  diffusion  of  soluble  components  in  porous
           rocks,  qm~x = maximum concentration of components  in solid phase,  13 =  kinetic  constant
           of chemical  sorption  of components,  t  =  time  of transportation  of the  components,  x,y,z
           -  spatial co-ordinates  of origin.
              If bubble  flow is sufficiently intensive,  diffusion may be neglected and equation (2.1)
           can be rewritten,
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