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Two-dimensional Cascades  59
                          Energy losses

                            A real fluid crossing the cascade experiences a loss in total pressure p 0 due to
                          skin friction and related effects. Thus
                                               1
                              p 0   p 1  p 2     2   2
                                   D         C .c 1  c /.                                  (3.4)
                                                      2
                                               2
                                          2
                                                    2
                          Noting that c 2  c D .c 2  C c /  .c 2  2               c y2 /, substitute
                                                               x
                                      1   2    y1   x     y2  C c / D .c y1 C c y2 /.c y1
                          eqns. (3.2) and (3.3) into eqn. (3.4) to derive the relation,
                              p 0    1
                                   D   . X C Y tan ˛ m /,                                  (3.5)
                                      s
                          where
                                      1
                              tan ˛ m D .tan ˛ 1 C tan ˛ 2 /.                              (3.6)
                                      2
                          A non-dimensional form of eqn. (3.5) is often useful in presenting the results of
                          cascade tests. Several forms of total pressure-loss coefficient can be defined of
                          which the most popular are,
                                          2
                                       1
                                D p 0 /.  c /                                            (3.7a)
                                       2  x
                          and
                                        1
                                           2
                              ω D p 0 /.  c /.                                           (3.7b)
                                        2  1
                          Using again the same reference parameter, a pressure rise coefficient C p and a
                          tangential force coefficient C f may be defined
                                               X
                                    p 2  p 1
                              C p D        D       ,                                       .3.8/
                                     1  c 2   1   sc 2
                                     2  x     2   x
                                     Y
                              C f D      D 2.tan ˛ 1  tan ˛ 2 /,                           .3.9/
                                    1   sc 2
                                    2   x
                          using eqns. (3.2) and (3.3a).
                            Substituting these coefficients into eqn. (3.5) to give, after some rearrangement,

                                               .                                          (3.10)
                              C p D C f tan ˛ m
                          Lift and drag

                            A mean velocity c m is defined as
                              c m D c x / cos ˛ m ,                                       (3.11)

                          where ˛ m is itself defined by eqn. (3.6). Considering unit depth of a cascade blade,
                          a lift force L acts in a direction perpendicular to c m and a drag force D in a direction
                          parallel to c m . Figure 3.4 shows L and D as the reaction forces exerted by the blade
                          upon the fluid.
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