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Basic Thermodynamics, Fluid Mechanics: Definitions of Efficiency  51
                            EXAMPLE 2.4. Design a conical diffuser to give maximum pressure recovery at a
                          prescribed area ratio A R D 1.8 using the data given in Figure 2.17.
                            Solution. From the graph, C p D 0.6 and N/R 1 D 7.85 (using log-linear scaling).
                          Thus,
                                         1
                               2  D 2 tan f.1.8 0.5  1//7.85gD 5 deg.
                                             2
                              C pi D 1  .1/1.8 / D 0.69 and   D D 0.6/0.69 D 0.87.

                          Analysis of a non-uniform diffuser flow
                            The actual pressure recovery produced by a diffuser of optimum geometry is
                          known to be strongly affected by the shape of the velocity profile at inlet. A large
                          reduction in the pressure rise which might be expected from a diffuser can result
                          from inlet flow non-uniformities (e.g. wall boundary layers and, possibly, wakes
                          from a preceding row of blades). Sovran and Klomp (1967) presented an incom-
                          pressible flow analysis which helps to explain how this deterioration in performance
                          occurs and some of the main details of their analysis are included in the following
                          account.
                            The mass-averaged total pressure p at any cross-section of a diffuser can be
                                                          0
                          obtained by integrating over the section area. For symmetrical ducts with straight
                          centre lines the static pressure can be considered constant, as it is normally. Thus,
                                   Z                Z
                                              2
                                           1
                              p D    c.p C  c /dA      c dA,
                               0           2
                                    A                A
                                         Z        Z
                                             3
                                       1
                                 D p C      c dA     c dA.                                .2.55/
                                       2
                                          A        A
                          The average axial velocity U and the average dynamic pressure q at a section are
                                    Z
                                   1               1   2
                              U D      c dA and q D   U .
                                   A  A            2
                          Substituting into eqn. (2.55),
                                            Z
                                                 c    3
                                       1
                              p D p C  U   3        dA/UA
                               0
                                       2
                                             A U
                                       q  Z     c    3
                                 D p C           dA D p C ˛q,                             .2.56/
                                       A  A U
                          where ˛ is the kinetic energy flux coefficient of the velocity profile, i.e.
                                    Z              Z
                                  1      c    3   1      c    2      2
                                                                  2
                              ˛ D           dA D            dQ D c /U ,                   (2.57)
                                  A  A U         Q  A U
                                2
                          where c is the mean square of the velocity in the cross-section and Q D AU, i.e.
                                        Z
                                           2
                               2
                              c D .1/Q/   c dQ.
                                         A
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