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20    Centrifugal Pumps: Design and Application

        with the square of their size. This is easily understood if we realize that
        the peripheral velocities, which are the product of impeller diameter and
        RPM, will be the same for the two pumps if the diameter increase is in-
        versely proportional to the RPM increase. The head, being proportional
        to the square of the peripheral velocity, will also be the same. If the ve-
        locities are the same, the capacities will be proportional to the areas, i.e.
        to the square of the linear dimensions.
          As a corollary, the linear dimensions of similar pumps working against
        the same head will change in direct proportion to the ratio of the square
        root of their capacities, and the RPM in inverse proportion to the same
        ratio, This permits selection of a model pump for testing as an alternative
        to building a full-size prototype. The selected model must agree with the
        following relationship:
















        where D 1} Nj, HI, and 171, are model diameter, speed, head, and effi-
        ciency, and D, N, H and 17, are prototype diameter, speed, head, and effi-
        ciency, n will vary between zero and 0.26, depending on relative surface
        roughness.
          Other considerations in the selection of a model are:
          1. Head of the model pump is normally the same as the prototype
             head. However, successful model testing has been conducted with
             model head as low as 80% prototype head.
          2. Minimum diameter of the model impeller should be 12 in.
          3. Model speed should be such that the specific speed remains the
             same as that of the prototype.
          4. For meaningful evaluation prototype pump and model pump must
             be geometrically similar and flow through both kinematically simi-
             lar.
          5. Suction requirements of model and prototype should give the same
             value of sigma (see Chapter 9).
          An example of model selection is described in detail in the Hydraulic
        Institutes Standards, 14th Edition.
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