Page 471 - Practical Design Ships and Floating Structures
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              The desingularization method was first developed by von Karman [ 131 in which an axial source
              distribution was used to determine the flow about an axisymmetric body. A non-singular formulation
              of the boundary integral equation method was proposed by Kupradze [7]. The exterior Dirichlet
              problem was solved by using an auxiliary surface located outside the computational domain. Webster
              [ 141 investigated the numerical properties of the desingularization technique .for the external potential
              flow around an arbitrary, three-dimensional smooth body. He concluded that the use of this
              desingularization technique greatly improved the accuracy of the solution.

              Cao,  Schultz & Beck  [2, 3,  41  solved nonlinear problems  for waves generated  by  a  free  surface
              pressure  disturbance  or  a  submerged  body  by  combining  the  time-stepping  scheme  and  the
              desingularized boundary integral equation method. Cao, Lee & Beck [l] extended the method to study
              nonlinear water wave problems  with floating bodies,  Scorpio et a1 191  used a multipole accelerated
              desingularized  method  to  compute  nonlinear  water  waves.  Lee  &  Cheng  [lo,  111  used  the
              desingularized method to solve hlly nonlinear wave calculations for arbitrary float bodies.


              2 FULLY NONLINEAR PROBLEM FORMULATION
              As shown in Fig.1, Cartesian coordinates that refer to an absolute inertial frame are used. The z-axis
              points upward and the x - y plane is coincident with the still water level.  The fluid domain, D, is
              bounded by the fkee  surface,  Sf, the body  surface,  S,,  the bottom  surface,  S,,  and the enclosing
              surface at infinity,  S,  .
















                                   Figure 1 : Problem definition and coordinate system

              The  desingularized  boundary  integral  equations  for  the  unknown  strength  of  the  singularities
                 -b
               a(X*)are :


              and


              where
                 L   is the point on the integration surface  :  3   is the field point on the real boundaries  ;
                 40   is the given potential value at X,   *  x is the given normal velocity at X,  ;
                 rd   is the surface on which (60 is given   :  li,  is the surface on which x is given
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