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

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192 <strong>Centrifugal</strong> <strong>Pumps</strong>: <strong>Design</strong> <strong>and</strong> <strong>Application</strong><br />

Figure 11-8. Diagram of concentric bowl static pressures <strong>and</strong> flows.<br />

to a basic hydraulic "fault" in the concentric bowl pump exists in the eyeto-throat<br />

flow path describ<strong>ed</strong> in the section "Terminology." The sketch in<br />

Figure 11-8 illustrates a concentric bowl pump, where the dash<strong>ed</strong> line<br />

represents a polar plot of static pressure within the bowl. The static pressure<br />

is depress<strong>ed</strong> in the vicinity of pump discharge, <strong>and</strong> this depression<br />

increases with increasing flow rate. This indicates unfavorable exchange<br />

of static head for velocity head in the area of discharge, which must be<br />

reconvert<strong>ed</strong> to static head in the diffuser. Furthermore, fluid approaches<br />

the discharge throat in the direction indicat<strong>ed</strong> by vector c, the vector sum<br />

of U2 <strong>and</strong> v r , detracting from the diffuser recovery potential.<br />

These adversities can be eliminat<strong>ed</strong> by ab<strong>and</strong>oning the concentric bowl<br />

geometry in favor of a volute collector geometry. This modification has<br />

been shown to improve efficiency by about 6 points with specific spe<strong>ed</strong>s<br />

in the range of N s = 800 to 1,000, but this advantage fades to parity with<br />

the concentric bowl configuration at specific spe<strong>ed</strong>s of about N s = 300<br />

to 400.<br />

Radial side load results from st<strong>and</strong>ing pressure variations around the<br />

impeller periphery. These hydraulically impos<strong>ed</strong> radial loads are proportional<br />

to the product of pump head times the project<strong>ed</strong> area of the impeller,<br />

<strong>and</strong> must be reckon<strong>ed</strong> with from the st<strong>and</strong>point of bearing loads. Side<br />

load trends vary dramatically with the pump design geometry as indicat<strong>ed</strong><br />

in Figure 11-9, where magnitudes are shown in the upper plot <strong>and</strong><br />

vector direction trends are shown by the polar plots within the lower fig-

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