Page 97 - Theory and Design of Air Cushion Craft
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Calculation  of  cushion  stability derivatives  81

          Experimental   methods for   heave  stability derivatives and
          damping   coefficient

          The  foregoing  formulae can  be  proved  by experimental methods,  in  particular  tests
          using ground  excitation (a hinged  base  plate) in test  skirt  box equipment, then  mea-
          suring the time history of cushion pressure, vertical displacement of the ground plate,
          total  pressure of  fans and flow rate,  z(t),  p c(t),  H- }(t),  Q(t),  as shown in  Fig. 2.27.
            Typical  test equipment  is shown  in  Fig.  2.6. This  uses  a  400 W  electric motor via
          eccentric wheel to drive the ground  plate in heaving motion. The heave amplitude  z(t)
          can  be changed  by changing  the  position  of  the  eccentric wheel and  a  sliding linear
          resistance and potentiometer used to measure the time history of displacement of  the
          ground  plate.
            The  ground  plate  will  move  in  simple  harmonic  motion,  i.e.  the  eccentric  wheel
          moves in circular motion with constant angular  velocity. For this reason the variables
          p c(t),  Hj(t),  0(0, are  also in simple harmonic motion.  H }(t)  and p c(t)  can  be measured
          by capacitance  type pressure sensors.
            The  following  physical phenomena  can be observed  during such tests:

          •  The fluctuation of fan total pressure is small.
          •  As shown  in Fig.  2.27, the cushion flow forms underfed  mode as the ground plat-
             form is moved upward, i.e. the points B, C denote underfed and points D, A denote
             overfed flow mode  with/> dropping down.
          •  As  shown  in  Fig.  2.27,  the  p c(t)  precedes  the  z(f)  and  the  phase  lead  is e. Heave
             velocity equals zero at points A and  C and  the heaving velocity reaches maximum
             heave displacement  equal  to  zero at points B and  D.
          Then  the stability coefficient  and  damping coefficient  can  be written as
                             -dpjdh  =  a/7 /az  =  -j /z  =  A iz           (2.50)
                                         c
                                                PcA m
                                                           PcC m
                              -8/7 c/9/z  =  Apjwz m  = -Ap c0lcoz m         (2.51)
          B and D denote the maximum heaving velocity, while A and C are the maximum heav-
          ing displacement  z. In addition because of  simple harmonic motion in heave, z can be
          written as



















           Fig.  2.27 Time  history of  cushion  pressure and  heave  amplitude.
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