Page 168 - Theory and Design of Air Cushion Craft
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Static transverse stability  of  SES on  cushion  151








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                                   2       4       6       8  0(°)

           Fig.  4.17  Static transverse stability for three  craft  of series 717.

          Table 4.4  The leading particulars  for three SES type  717

           Item                      Symbols  Dimensions  717      717A     717C
          Craft weight               W        t         13.7       15.95     18.20
           Cushion length            4        m         13.2       15.2      17.3
           Cushion beam              fi c     m          3.5       3.5       3.5
           Cushion lib ratio         lJB e               3.77      4.34      4.94
          Cushion pressure length ratio  PA   kgf/m     19.93      17.31     15.38
          Cushion pressure                    N/m 2   2630       2630      2660
                                    PC
           Flow  coefficient         Q                   0.00757   0.00658   0.00570
          VCG                        KG       m          1.27       1.27     1.27
           Bow and  stern seals clearance  Z  m          0.15      0.15      0.15
                                     b,s
           Sidewall midship deadrise angle  a  deg      60         60       60
           Sidewall flare above hard chine  ft  deg     89         89       89
          Sidewall keel plate width  5,       m          0.12      0.12      0.12
          correct,  therefore,  to  say that  the  transverse  stability  will  definitely  deteriorate  with
          increasing cushion  length/beam ratio; one has to analyse the particular craft design to
          identify  its sensitivity to  this possible  problem.


          Summary
          1.  The  calculated  results  of  the  static  transverse  stability  of  craft  by  means  of  this
             method  agree well with the experimental results, therefore it can  be  recommended
             to  use  this  method  to  check  and  analyse  the  static  transverse  stability  of  the
             designed  or constructed  SES.
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