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 ...
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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