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PIPES CONVEYING FLUID: LINEAR DYNAMICS I1              275

             4.7.7  Miscellaneous applications

              (a) Educational rn odels

             Some very interesting models for demonstrating the dynamics of nonconservative mechan-
             ical systems have been proposed by  Herrmann et al. (1966), the central item in  which
             is  a cantilevered pipe conveying fluid. Every educator in the mechanics area should be
             awarc of  this publication.

              (b) Buckling flow, turbulence and solar wind


             In this case fluid-conveying pipes are used  simply as conceptual devices in  developing
             models for much more complex phenomena.
               In a paper entitled  ‘Buckling flows: a new frontier in fluid mechanics’, Bejan (1987)
             has  assembled evidence  to  support the  thesis  that  the  buckling  of  flows  is  a  generic
             phenomenon which may explain, among other things, the origins and structure of turbu-
             lence (Bejan 1989).
               Bejan developed and systematized Taylor’s (1969) and others’ ideas and observations
             (e.g.  Cruickshank & Munson  1981; Suleiman & Munson  1981), suggesting that  there
             exists a characteristic wavelengthhtream-thickness ratio to  the undulations that  may be
             seen in  such diverse phenomena as the  coiling of  a honey  (or maple  syrup!)  filament
             or the folding of a sheet of batter under gravity upon a solid surface, the sinuous shape
             taken by  a jet of  glycerine in  quiescent water, the buckling of  a falling sheet of  toilet
             paper, a water jet hitting a free water surface, hot-air plumes, meandering rivers, etc. The
             interesting thing is that these phenomena are not confined to low-Reynolds-number flows.
             Although this wavelength-to-thickness ratio is different for each case, it remains in the
             range  1 - 10. The contention is that the large-scale structures in turbulent streams can be
             regarded as the  ‘fingerprint’ of  buckling.
               Of interest here is that one of the examples cited by Bejan to support this thesis is the
              ‘static buckling of  a latex rubber hose’ hanging vertically and conveying water - from
             his own experiments and those of  Bishop & Fawzy (1976) and Lundgrcn et al. (1979).
             Of  course, as discussed in Section 3.5.6, this is due to residual internal stresses; hence,
             in  this  context,  the  word  ‘imperfect’ is  required.  However, this  in  itself  is  not  dele-
             terious  to  the  thesis  put  forth by  Bejan.  Hence,  this  represents  an  unexpected use  of
             the  simple  garden-hose problem  towards modelling  such  a  complex  subject as turbu-
             lence!
               Even more unexpected is the ‘application’ to an even more rarefied subject: solar wind
             modelling. Solar wind refers to the fast movements of plasma from the surface of the sun
             into space (all the way to earth), which, were it atmospheric air, would resemble wind. One
             of the early theories of the origin of solar wind (Axisa 1988) was that electromagnetically
             constricted  ‘tubes’ of  plasma develop,  which  are governed by  fluid-dynamic equations
             (Dessler 1967; Parker 1963; Montgomery & Tidman 1964), and which move spirally into
             space. Bundles of  such tubes  of  plasma could become unstable,  similarly to  fluttering
             cantilevered pipes, and then become intertwined, something like the snakes on Medusa’s
             head, thus giving rise to turbulent mixing of  the plasma. Alas, the real phenomenon is
             much more complex and such theories, though useful at the time, have long since been
             abandoned.
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