Page 171 - Theory and Design of Air Cushion Craft
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154  Stability

                                               Craft  bottom
                                             / / / / / / ( t  / / / /
                                        a s


                                                          Base line of
                                            t -           sidewall












                                  Base line of
                                  sidewall


                                             (b)

              Fig. 4.19  Geometry of  stern  seals: (a) planing stern  seal; (b) twin bag skirt.

                where  L ss  is  the  lift  acting  on  the  stern  skirt  (N)  and  a s  the  declination  angle
                between  the lower  base-line  of  stern  seal  and  sidewalls  (°). The calculation is also
                similar for triple-bag SES stern skirts.
             4.  Two simplified  added equations  can  be adopted  from  equation (3.12),

                                           ?   ?
                                           bi ~ bo
                                          * W =  W(t M-tM                        (3.12)
                The wave-making drag R w can  be calculated  by the methods described  in  Chapter
                3, and  then the running  attitude  of  the craft may be obtained using the  foregoing
                equations.


              SES  transverse stability on  cushion  in motion
              It  is not  difficult  to  define  the  transverse stability moment  and  lever arm  after  deter-
             mining the  SES trim. Two conditions of  the craft  can be analysed  as  follows.

              Calculation  of  transverse  stability  for  the  SES with  flexible
             bow/stern   seals
              In  the  case of  an  SES with flexible bow/stern  seal, it can be assumed  that  the restor-
              ing moment acting on the craft  running on cushion and heeling is equal to the sum of
              the heeling moment caused by the air cushion and  the restoring moment  due to  side-
             walls  and  both  bow/stern  seals.  Considering that  the  length/beam  ratio  of  the  side-
             walls is very large, normally 34-50 in fact, the dynamic lift  due to the  sidewalls is very
              small  and  can  be neglected, thus the  restoring moment  can  be calculated  as  follows.
             When  (z b -  O > 0                                              '
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