Case:
Specific speed and pumping arrangement
Example
4.20: Select the specific speed of the pump or
pumps, required to lift 5835 gpm of water 350 ft through 9400 ft of 2.5
ft-diameter pipe (f = 0.0055).
The pump rotating speed is to be 1700 rpm. Consider the following cases: single pump, two pumps in series,
two pumps in parallel.
Solution:
C
Knowing the value of volumetric flow rate, and the diameter
of the pipe we can find the velocity of the fluid in the pipe.
C
Knowing the additional information about friction factor,
and the length of the pipe we can find skin friction losses through the pipe as
|
|
C
The elevation difference between points A and B is 350 feet
so head required is
|
|
C
Operating speed of the pump is, N, 1700 rpm. Now specific speed of the pump can be
calculated as follows.
|
|
C
For a single pump, specific speed can be found to be 1575
rpm.
C
For two pumps in series, H will be reduced to half =
359/2 = 179.5 and Ns in this case can be found to be 2648
rpm.
C
For two pumps in parallel, Q will be reduced to half
of original value = 2917.5 gpm. Ns can be calculated to be
1113 rpm.