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Centrifugal Pumps Design and Application 2nd ed - Val S. Lobanoff, Robert R. Ross (Butterworth-Heinemann, 1992)

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Specific Spe<strong>ed</strong> <strong>and</strong> Modeling Laws 19<br />

ter <strong>and</strong> the achiev<strong>ed</strong> performance. The larger the impeller cut, the larger<br />

the discrepancy as shown in Figure 2-6.<br />

Example<br />

What impeller trim is requir<strong>ed</strong> on a 7-in. impeller to r<strong>ed</strong>uce head<br />

from 135 ft to 90 ft?<br />

Step L<br />

From affinity laws:<br />

D 2 = 5.72 in.<br />

Calculat<strong>ed</strong> percent of original diameter = 5.72/7 = .82<br />

Step 2,<br />

Establish correction factor:<br />

From Figure 2-6 calculat<strong>ed</strong> diameter . 82 = Actual requir<strong>ed</strong> diameter<br />

,84.<br />

Trim diameter = 7 x .84 = 5.88 in.<br />

Impeller trims less than 80% of original diameter should be avoid<strong>ed</strong><br />

since they result in a considerable drop in efficiency <strong>and</strong> might create<br />

unstable pump performance. Also, for pumps of high specific spe<strong>ed</strong><br />

(2,500-4,000), impeller trim should be limit<strong>ed</strong> to 90% of original diameter.<br />

This is due to possible hydraulic problems associat<strong>ed</strong> with inadequate<br />

vane overlap.<br />

Model Law<br />

Another index relat<strong>ed</strong> to specific spe<strong>ed</strong> is the pump modeling law. The<br />

"model law" is not very well known <strong>and</strong> usually applies to very large<br />

pumps us<strong>ed</strong> in hydroelectric applications. It states that two geometrically<br />

similar pumps working against the same head will have similar flow conditions<br />

(same velocities in every pump section) if they run at spe<strong>ed</strong>s inversely<br />

proportional to their size, <strong>and</strong> in that case their capacity will vary

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