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Dynamics  of Inviscid  Fluids                                                              103



                 Let  us  consider  the  simple  case  when  (C)  is  a  circular  disk  centered
              at  A.  First  we  remark  that,  in  this  case,  the  function  f")(z)  is  constant
              and  consequently  we  could  eliminate  the  free  of  z  term  Q  (t)  f@)  (z).
              This  result  is  obvious  because  the  rotation  of  the  disk  with  respect  to  its
              center  does  not  influence  the  ideal  fluid  flow.  The  case  when  a  =  1  and
              3  =  0  corresponds  to  the  situation  when  (C)  is  performing  a  uniform

              translation  along  the  Oz  axis;  with  respect  to  (C)  (the  system  Axy),
              the  flow  is  steady  with  a  velocity  at  infinity  parallel  to  the  Oz  axis
              and  whose  algebraic  magnitude,  versus  the  same  axis,  is  —1;  then  the

              complex  potential  associated  to  this  relative  flow  is  —  («  +  w),  R  being
              the  radius  of  (C)  and  consequently  the  absolute  flow  watched  from  the
              fixed  system  OXY,  has  as  complex  potential


                                                                 R?           R?
                                                                     )--4         ,
                                       f(z)  =2-  (2+


              which  corresponds  to  a  doublet  located  at  the  origin  A  of  the  plane
              z,  and  whose  axis  is  collinear  with  the  velocity.  From  here,  we  could
              deduce,  at  once,  that  in  the  case  when  the  circular  cylinder  translates
              with  arbitrary  components  (a,  8),  the  corresponding  complex  potential

              is

                                                                         2
                                                                 6p)
                                              f(2)=—(a+ —.

                 An  important  generalization  of  the  above  situation  is  the  situation
              when  the  displacement  of  the  obstacle  in  the  fluid  mass  takes  place  in
              the  presence  of  an  unlimited  wall  (as  it  is  the  case  of  a  profile  moving
              in  the  proximity  of  the  ground,  that  is  the  “ground  effect”  problem).

              At  the  same  time  a  great  interest  arises  from  the  fluid  flow  induced
              by  a  general  rototranslation  of  a  system  of  n  arbitrary  obstacles  in  the
              mass  of  the  fluid.  We  will  come  again  to  this  problem  after  the  next
              section,  by  pointing  out  a  new  general  method  for  approaching  the  plane
              hydrodynamics  problem  [111].



              9.3        The  3-Dimensional  Case
                 Consider  now  the  three-dimensional  flow  induced  by  the  motion  of
              a  rigid  spatial  body  (obstacle)  in  the  mass  of  fluid  at  rest  at  far  field,
              1.e.,  it  is  about  a  generalization  of  the  previous  study  made  in  the  plane

              case.  Let  then  O.X;.X»X3  be  the  three-rectangular  fixed  system  and  the
              velocity  potential  of  the  absolute  fluid  flow  ®  (X1,  X2,  X3,t)  be,  at  any
              moment,  a  harmonic  function  of  X;  whose  gradient  (velocity)  is  zero  at
              infinity.  Introducing  also  the  mobile  system  Az,29273  —  rigidly  linked  to
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