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

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8.1 Diagram <strong>for</strong> <strong>the</strong> calculation <strong>of</strong> pressure drops<br />

100<br />

H v<br />

[m/100 m]<br />

50<br />

30<br />

20<br />

10<br />

5<br />

3<br />

2<br />

1<br />

0,5<br />

0,3<br />

0,2<br />

Pressure drops H v per 100 m pipe length <strong>for</strong> stainless steel pipes with a surface<br />

roughness <strong>of</strong> k = 0.05 <strong>and</strong> media with 1 mm 2/s viscosity (= water) (accuracy ± 5%)<br />

DN [mm]<br />

Ø 15<br />

Ø 20<br />

Ø 25<br />

0,4<br />

0,5<br />

0,6<br />

0,8<br />

1<br />

0,1<br />

0,5 1 2 3 5 10 20 30 50 100 200<br />

Q [m<br />

300<br />

3 /h]<br />

<strong>Pipe</strong> diameter (beverage pipe)<br />

Ø 32<br />

Ø 40<br />

Ø 50<br />

Metric<br />

DN<br />

inside Ø<br />

25 32 40 50 65 80 100 125<br />

[mm] 26 32 38 50 66 81 100 125<br />

Inch OD Inch IPS<br />

DN<br />

inside Ø<br />

1" 11/2" 2" 21/2" 3" 4" 2" 3" 4" 6"<br />

[mm] 22 35 47,5 60 73 97,5 57 85 110 162<br />

1,25<br />

36<br />

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

2<br />

Ø 65<br />

2,5<br />

3<br />

3,5<br />

4<br />

v[m/s]<br />

5<br />

1,5 Ø 250<br />

Ø 80<br />

Ø 100<br />

Ø 125<br />

Ø 150<br />

Ø 200

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