17.05.2013 Views

Manual for the Design of Pipe Systems and Pumps - GEA ...

Manual for the Design of Pipe Systems and Pumps - GEA ...

Manual for the Design of Pipe Systems and Pumps - GEA ...

SHOW MORE
SHOW LESS

Create successful ePaper yourself

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

6.2 Characteristic<br />

curve interpretation<br />

Step 1<br />

Step 2<br />

The flow rate, flow head, <strong>the</strong> required motor power, <strong>the</strong> NPSH <strong>and</strong> efficiency <strong>of</strong> <strong>the</strong> pump<br />

are indicated in <strong>the</strong> pump characteristic.<br />

On <strong>the</strong> example shown below it is explained how a pump characteristic is to interprete.<br />

Values ascertained so far (from Chapter 6.1):<br />

Flow rate = 24.0 m 3/h<br />

Req. flow head = 33.0 m<br />

NPSH avl = 9.4 m<br />

These are <strong>the</strong> relevant values <strong>for</strong> finding out <strong>the</strong> optimal pump by use <strong>of</strong> diagrams.<br />

The first diagram to be used is <strong>the</strong> Q/H Diagram (Fig. 20 - <strong>the</strong> diagram <strong>of</strong> a TP 2030). First <strong>the</strong><br />

intersection point <strong>of</strong> <strong>the</strong> flow rate (24 m 3 /h) with flow head (33 m) should be made out. The<br />

intersection point is located in <strong>the</strong> area <strong>of</strong> <strong>the</strong> impeller <strong>of</strong> 160 mm in diameter.<br />

The pump efficiency (η) is read in Fig. 20 <strong>and</strong> amounts to approximately 57 %.<br />

H 0 20 40 60 80 100 120<br />

USGPM<br />

140 160<br />

[ft] [m]<br />

I GPM<br />

0<br />

44<br />

20 40 60 80 100 120<br />

140<br />

140<br />

120<br />

100<br />

40<br />

36<br />

32<br />

Ø160<br />

Ø150<br />

η 0,30 η 0,35<br />

H = 33 m<br />

η 0,40 η 0,45<br />

η 0,50 η 0,55<br />

η 0,60<br />

28 Ø140<br />

80<br />

60<br />

40<br />

20<br />

0<br />

Fig. 20<br />

24<br />

20<br />

16<br />

12<br />

8<br />

4<br />

Ø130<br />

Ø120<br />

Ø110<br />

0<br />

0 5 10 15 20 25<br />

Q = 24 m<br />

30 35<br />

Q<br />

3 /h<br />

26<br />

<strong>GEA</strong> Tuchenhagen<br />

40

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

Saved successfully!

Ooh no, something went wrong!