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438                                                       Chapter 8

           flow  nozzle,  and the variable-area meter, which is the rotameter.  Head is equiva-
           lent to pressure. It is the height that the flowing  liquid must be elevated to give the
           required pressure. For the variable-head meter, the  flow  rate  is obtained by meas-
           uring the pressure drop across the meter, which varies with the flow  rate.  For the
           rotameter, the position of the float determines the flow rate.


           Variable-Head Meters

           To  size a variable-head meter, we must calculate the orifice,  venturi throat or noz-
           zle diameter. Using Bernoulli's equation we can derive a relationship between the
           flow rate, the pressure drop across the meter, and the orifice diameter.
                Because the change in elevation and the work done is zero, Equation 8.2 be-
           comes

               2        2
             v 2     V!      p 2 - pi
                           +  ————  +  E = 0                              (8..9)
                               p
           2a 2 g c  2ccig c
                The friction  loss term, E, can be related to the downstream velocity, v 2; by


           E = K ——                                                     (8.10)
                2gc
           where K, the friction  loss factor, is experimentally determined.
                From the  conservation of mass  for an incompressible  fluid  flowing  through
           the orifice we find that

           v, =v 2 = v                                                  (8.11)

                Substituting  Equations  8.10 and  8.11 into  Equation  8.9  and  solving  for the
           fluid velocity in the pipe, we find that


               (  2g c (p,-p 2 )/p  V /2
           v=  I  —————————     I                                       (8.12)



                Bird  et  al.  [6]  showed  that  0.1  «  1 and  l/cc «  for an  orifice  meter.
                                                   2  (Ao/A)2
           Substitute  these  values  into  Equation  8.12. Then, multiply  each  side  of  Equation
           8.12  by  the  cross-sectional  area  of  the  pipe  to  obtain  the  volumetric  flow  rate.
           Also, for frictionless  flow, K = 0. Thus, Equation 8.12 becomes






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