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66                                                 2.  Conservation  Equations



         Here  x,  y,  t  are  dimensionless  quantities  denned  in  Eq.  (2.5.5),  q(y)  is  the
                                                     f
         amplitude  function  of  a  typical  flow  variable  q (x,y,t),  a  is  a  dimensionless
         wave  number,  and  uu  is the  radian  (circular)  frequency  of the  disturbance.  The
         dimensionless  forms  of  a  and  u  are  defined  by

                               a  =  ——  =  a*L,   UJ  =                    (2.5.10)
                                    X x                 uo
         where  X x  denotes the  wavelength  in the  x-direction.  In  general  q, q , f  a  and  u  are
                        f
         complex.  With  q r and  q[ denoting  the  real  and  imaginary  parts  of  q',  the  mag-
                                                                          ,
                          2
                                                                     1
                                 2 1//2
         nitude  of  q f  is  [{q' r)  +  (<z[) ]  and  its  relative  phase  angle  is  ta,n~ (q[/q T).  The
         real part  of the  exponential  term  represents  a growth  of disturbance  amplitude
         in  x  or  t,  while  the  imaginary  part,  exp(i#),  can  be  rewritten  as  cos#  +  isin#,
         which  represents  the  sinusoidal  oscillation  in  x  or  i.
            The  small-disturbance  equations  given  by  Eqs.  (2.5.6),  (2.5.7)  and  (2.5.8)
         can  also  be  expressed  in  other  forms.  Eliminating  pressure  and  introducing  a
         stream  function  ip(x,  y, t)  such  that




         we  can  express  the  momentum  equations  (2.5.7)  and  (2.5.8)  as  a  fourth-order
         partial  differential  equation




                      2
                                   2
         where  V 4  =  V V 2  and  —S/ ip  is  the  fluctuating  ^-component  of  vorticity,
                    f
         dv' jdx  — du /dy.  Equation  (2.5.12)  represents  the  rate  of change  of  fluctuating
         vorticity  following  the  fluid  along  a  mean  streamline.
            Taking  q f  in  Eq.  (2.5.9)  to  represent  the  disturbance  stream  function  ty  with
         q(y)  replaced  by 0(y), and introducing the resulting expression into Eq.  (2.5.12),
         we  obtain  the  following  fourth-order  ordinary  differential  equation  for  the  am-
         plitude  <f>(y)
                       2
                                                      2
                (f) iv  -  2a </>" +  « V  =  iR{pLU  -  u)((t)"  -  a 0)  -  iRau"^)  (2.5.13)
         where  a prime  denotes  differentiation  with  respect  to  y.  This  equation  is  known
         as  the  Orr-Sommerfeld  equation  and  is  the  fundamental  equation  for  incom-
         pressible  stability  theory.
            The  solutions  of Eq.  (2.5.13)  correspond  to  small  disturbance  waves  and  are
         sometimes  called  Tollmien-Schlichting  waves.  Despite  the  major  assumptions
         made  to  derive  this  equation,  the  solutions  of  Eq.  (2.5.13)  are  encouragingly
         close  to  the  experimental  results.  The  support  to  linear  stability  theory  was
         first  provided  by  the  experiments  of  Schubauer  and  Skramstad  [10]  who  used
         a  specially  designed  low turbulence  wind  tunnel  and  generated  small  sinusoidal
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