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viscosity is Pascal x second [Pa.s].
                       In common  case
                                                              dv
                                                              F    S .                                           (7.18)
                                                              dz


                                                  
                         The quantity:                 , where    is the density of the fluid, is
                                                    
                  called kinematic  viscosity.
                         The measurement of the dynamic viscosity of a liquid can be carried

                  out by special devices (apparatus) called viscosimeters.
                            A  shear  stress,  denoted     (greek:  tau),  is  defined  as  the
                  component of stress coplanar with a material cross section. Shear stress

                  arises  from  the  force  vector  component  parallel  to  the  cross
                  section      F    . Normal stress, on the other hand, arises from the force
                                   S
                  vector component perpendicular to the material cross section on which it
                  acts. Therefore we can rewrite equation   (7.18) in another form
                                                                 dv
                                                                         .                                         (7.19)
                                                                 dz

                                                         7.6   Poiseuille's law

                          When a viscous fluid flows in a tube, the flow velocity is different

                  at different points of a cross section. The outermost layer of fluid clings
                  to the walls of the tube, and its velocity is zero.  If the velocity is not too
                  great, the flow is laminar, with a velocity that is greater at the center of

                  the tube and decreases to zero at the walls. The flow is like that of a
                  number of tele-scoping tubes sliding relative to one another, the central
                  tube advancing most rapidly and the outer tube remaining at rest.
                      Let us consider the variation of velocity with radius for a cylindrical

                                                                             pipe of inner radius r. We
                                                                             consider  the  flow  of  a
                                                                             cylindrical  element  of

                                                                             fluid  coaxial  with  the
                                                                             pipe,  of  radius  z  and
                                                                             length l, as shown in Fig.
                                                                             7.9.  The  force  on  the  left

                                                                             end is   p        z   2 ,  and  that
                                                                                          1
                                                                             on the right end  p           z   2 ,
                                                                                                      2
                                  Figure 7.9


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