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58 Fluid Mechanics, Thermodynamics of Turbomachinery
                          steady. The assumption of steady flow is valid for an isolated cascade row but, in a
                          turbomachine, relative motion between successive blade rows gives rise to unsteady
                          flow effects. As regards the assumption of incompressible flow, the majority of
                          cascade tests are conducted at fairly low Mach numbers (e.g. 0.3 on compressor
                          cascades) when compressibility effects are negligible. Various techniques are avail-
                          able for correlating incompressible and compressible cascades; a brief review is
                          given by Csanady (1964).
                            A portion of an isolated blade cascade (for a compressor) is shown in Figure 3.3.
                          The forces X and Y are exerted by unit depth of blade upon the fluid, exactly equal
                          and opposite to the forces exerted by the fluid upon unit depth of blade. A control
                          surface is drawn with end boundaries far upstream and downstream of the cascade
                          and with side boundaries coinciding with the median stream lines.
                            Applying the principle of continuity to a unit depth of span and noting the assump-
                          tion of incompressibility, yields
                              c 1 cos ˛ 1 D c 2 cos ˛ 2 D c x .                            (3.1)


                            The momentum equation applied in the x and y directions with constant axial
                          velocity gives,

                                       p 1 /s,                                             .3.2/
                              X D .p 2
                                           c y2 /,                                         .3.3/
                              Y D  sc x .c y1
                          or

                                     2
                              Y D  sc .tan ˛ 1  tan ˛ 2 /                                 (3.3a)
                                     x
                          .
                          Equations (3.1) and (3.3) are completely valid for a flow incurring total pressure
                          losses in the cascade.
























                                        FIG. 3.3. Forces and velocities in a blade cascade.
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