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

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Vertical <strong>Pumps</strong> 125<br />

Wet Pit <strong>Pumps</strong><br />

The most common applications for wet pit pumps are:<br />

• Water supply pumps for municipalities <strong>and</strong> industry. The pumps are<br />

mount<strong>ed</strong> in intake structures on lakes or rivers.<br />

» Condenser cooling water pumps for central power plants. The pumps<br />

take suction from a natural body of either fresh or salt water.<br />

• Cooling tower pumps. Take suction from a cooling tower basin <strong>and</strong> circulate<br />

water through a clos<strong>ed</strong> system.<br />

» Flood control pumps mount<strong>ed</strong> at dams <strong>and</strong> in collection basins, often as<br />

part of large flood control systems.<br />

« Transfer pumps for central irrigation districts <strong>and</strong> water treatment facilities,<br />

Water Supply <strong>Pumps</strong><br />

This pump type is normally install<strong>ed</strong> as multiple, parallel operating<br />

units in a simple intake structure or as a st<strong>and</strong>-alone pumping plant locat<strong>ed</strong><br />

on a reservoir, lake, or river <strong>and</strong> discharging into a pipeline or an<br />

open canal. Depending on the system requirements, multi-stage pumps<br />

or single-stage pumps of the desir<strong>ed</strong> specific spe<strong>ed</strong> are us<strong>ed</strong>. A combination<br />

of fix<strong>ed</strong> <strong>and</strong> variable spe<strong>ed</strong> drivers may be desirable to obtain optimum<br />

system efficiency. While structural integrity <strong>and</strong> cost are critical<br />

items in design of intake structures, hydraulic considerations <strong>and</strong> protection<br />

of the pumping equipment are equally important. The structure<br />

should be physically locat<strong>ed</strong> so that a minimum of debris <strong>and</strong> silt will be<br />

divert<strong>ed</strong> toward it. Trash racks <strong>and</strong> rotating screens, which can routinely<br />

be clean<strong>ed</strong>, must be provid<strong>ed</strong> to keep foreign objects from entering the<br />

pumps. The intake structure must be design<strong>ed</strong> for low approach velocity<br />

<strong>and</strong> with dividing walls forming individual bays as requir<strong>ed</strong> [5]. The<br />

pumps should be locat<strong>ed</strong> within the structure in such a fashion that uniform<br />

velocity distribution is provid<strong>ed</strong> at each pump suction bell. Obstructions,<br />

changes in flow direction, or velocity changes that may cause<br />

formation of vortices <strong>and</strong> air entrainment must be avoid<strong>ed</strong>. Flow patterns<br />

within the structure, when one or more pumps are idle, must also be consider<strong>ed</strong>.<br />

Pump settings, the distance from the mounting floor to the suction<br />

intake, typically vary from 15 feet to 80 feet. The discharge may be<br />

locat<strong>ed</strong> above or below the mounting floor, depending on the system requirement.<br />

In either case, the discharge pipe should be anchor<strong>ed</strong> downstream<br />

from the pump discharge flange to prevent pump misalignment<br />

from pipe reaction forces. When a flexible discharge piping connector is<br />

us<strong>ed</strong>, tie bars must be provid<strong>ed</strong> across the connector to restrain the hydraulic<br />

separating forces <strong>and</strong> prevent pump misalignment. Figure 9-11

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