24.01.2016 Views

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

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

Vertical <strong>Pumps</strong> 127<br />

• Fresh water bearing lubrication is preferr<strong>ed</strong>, but salt water injection is<br />

acceptable as long as it is filter<strong>ed</strong> <strong>and</strong> continuous. If a pump sits idle for<br />

extend<strong>ed</strong> periods without injection, accelerat<strong>ed</strong> corrosion may take<br />

place as well as the build-up of harmful crystals <strong>and</strong> marine life.<br />

• Care must be taken in the selection of base materials for salt water,<br />

Consideration should be given to the average temperature of the water<br />

<strong>and</strong> the potential absence of oxygen.<br />

Cooling Tower <strong>Pumps</strong><br />

These pumps typically have short settings, less than 20 feet, operate<br />

against a fix<strong>ed</strong> head, <strong>and</strong> are connect<strong>ed</strong> to fix<strong>ed</strong> spe<strong>ed</strong> drivers. The cooling<br />

tower basin <strong>and</strong> associat<strong>ed</strong> sump for pump installation are usually<br />

very limit<strong>ed</strong> in depth <strong>and</strong> area, requiring specific precautions to avoid<br />

vortices <strong>and</strong> ensure uniform velocity distribution [5]. Model structure<br />

testing is recommend<strong>ed</strong> where design margins are small. Water quality<br />

tends to become questionable in this type of clos<strong>ed</strong> system, warranting<br />

caution in material selection.<br />

Flood Control <strong>Pumps</strong><br />

These are typically low lift, short setting pumps, but vary greatly in<br />

size depending on historic dem<strong>and</strong>s. A 2,000 to 3,000 gpm sump pump<br />

may be adequate for protecting a small area, while a large flood control<br />

district may require multiple pumps of several hundr<strong>ed</strong>-thous<strong>and</strong> gpm capacity<br />

each. Such large pumps can partly be form<strong>ed</strong> in concrete at the<br />

site. This can be a major cost advantage, particularly if the water quality<br />

dem<strong>and</strong>s high alloy metals. Figure 9-12 shows a propeller pump where<br />

the suction bell, column, <strong>and</strong> discharge elbow have been form<strong>ed</strong> in concrete.<br />

Pump efficiency is not the primary consideration for flood control<br />

pumps because operating time <strong>and</strong> therefore power consumption is limit<strong>ed</strong>.<br />

Reliability is the main concern, <strong>and</strong> the pumps must be capable of<br />

h<strong>and</strong>ling large amounts of silt <strong>and</strong> s<strong>and</strong>. Serious flood conditions may be<br />

connect<strong>ed</strong> with loss of electric power, <strong>and</strong> flood control pumps are therefore<br />

often driven by diesel engines through right angle gear drives,<br />

Transfer <strong>Pumps</strong><br />

This general category of pumps covers a wide variety of applications,<br />

from highly efficient central irrigation pumps <strong>and</strong> canal lift pumps, to<br />

simple, non-clog pumps in sewage <strong>and</strong> water treatment plants. Commonality<br />

in design is therefore minimal. When efficiency is one of the

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!