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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Example 1 - Negative supply<br />
Hd,geo = 25 m<br />
Hv,d = 10 m<br />
Hs,geo = 6 m (suction pressure)<br />
= 3 m<br />
H v,s<br />
Hv,d Hv,s H v<br />
= Hd,geo + Hv,d = 25 m + 10 m = 35 m<br />
= Hs,geo + Hv,s + p = 6 m + 3 m + 0 m = 9 m<br />
= H v,d + H v,s = 35 m + 9 m = 44 m<br />
Example 2 - Supply under atmospheric pressure<br />
Hd,geo = 10 m<br />
Hv,d = 5 m<br />
Hz,geo = - 3 m (supply pressure)<br />
= 2 m<br />
H v,s<br />
Hv,d Hv,s H v<br />
= Hd,geo + Hv,d = 10 m + 5 m = 15 m<br />
= Hz,geo + Hv,s + p = -3 m + 2 m + 0 m = -1 m<br />
= H v,d + H v,s = 15 m - 1 m = 14 m<br />
Example 3 - Supply from pressure tank<br />
Hd,geo = 15 m<br />
Hv,d = 3 m<br />
Hz,geo = -2 m<br />
Hv,s = 1 m<br />
p = 8 m<br />
Hv,d Hv,s H v<br />
= Hd,geo + Hv,d = 15 m + 3 m = 18 m<br />
= Hz,geo + Hv,s + p = -2 m + 1 m + (-8 m) = -9 m<br />
= H v,d + H v,s = 18 m + (-9 m) = 9 m<br />
23<br />
<strong>GEA</strong> Tuchenhagen<br />
Fig. 16 - Negative supply<br />
h s,geo<br />
h d,geo<br />
h d,geo<br />
h s,geo<br />
Fig. 17 - Supply under atmospheric pressure<br />
h s,geo<br />
p<br />
Fig. 18 - Supply from pressure tank<br />
h d,geo