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Governing equations of  fluid mechanics  57












              Fig. 2.3 The stream tube for conservation of mass


              The conservation of mass
             This law satisfies the belief that in normally perceived engineering situations matter
             cannot be created or destroyed. For steady flow in the stream tube shown in Fig. 2.3
             let the flow properties at the stations 1 and 2 be a distance s apart, as shown. If the
             values for the flow velocity v and the density p  at section 1 are the same across the
             tube, which is a reasonable assumption if the tube is thin, then the quantity flowing
             into the volume comprising the element of stream tube is:
                                        velocity x  area = VIA]
             The mass flowing in through section 1 is
                                               PlVlAl
              Similarly the mass outflow at section 2, on making the same assumptions, is

                                               PzvzA2                            (2.2)
             These two quantities (2.1) and (2.2) must be the same if the tube does not leak or gain
             fluid and if matter is to be conserved. Thus

                                          PlVlAl  = P2V2-42                      (2.3)
              or in a general form:

                                           pvA = constant                        (2.4)


              The conservation of momentum
             Conservation of momentum requires that the time rate of change of momentum in
             a given direction is equal to the sum of  the forces acting in that direction. This is
             known as Newton’s second law of  motion and in the model used here the forces
             concerned are gravitational (body) forces and the surface forces.
               Consider a fluid in steady flow, and take any small stream tube as in Fig. 2.4. s is
             the distance measured along the axis of the stream tube from some arbitrary origin.
             A is the cross-sectional area of the stream tube at distance s from the arbitrary origin.
               p, p, and v represent pressure, density and flow speed respectively.
               A, p, p, and v vary with s,  i.e. with position along the stream tube, but not with time
             since the motion is steady.
               Now consider the small element of fluid shown in Fig. 2.5, which is immersed in
             fluid of varying pressure. The element is the right frustrum of a cone of length Ss, area
             A  at the upstream  section, area A + SA  on the downstream section. The pressure
             acting on one face of the element is p, and on the other face is  p + (dp/ds)Ss. Around
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