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Hydraulic circuits (water) : serial & parallel orifices

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Feldmann359

Industrial
Jun 9, 2009
28
Good Morning!

I have a question concerning the water flow in a hydraulic
system. In different positions of the system, I have
to install sharp edged orifices to regulate the mass flow.
Now I am searching for a good approach for testing & calculations.

For the orifice, I determine the pressure drop as a function of the mass flow by experiment and then
calculate the discharge coefficient Cd=m./(A0*sqrt(2*rho*DP))
with
CD=discharge coefficient [/]
m. = mass flow dm/dt [kg/s]
A0 = orifice area [m**2]
rho = water density (function of temp) [kg/m**3]
DP = pressure drop [Pa]

What happens now if I install two orifices in parallel/serie
al connection?

Is it possible to calculate with discharge coefficients or is there a better way?

Thanks in advance,
Stephan
 
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Stephan:
If I understand the question......
In a similar situation I built a manometer an pipe taps and measured the differential pressure across the orifice plates. with known flowrates you can back out the discharge coefficient(s).
Tom
 
Thank you Tjkall for your answer!
Your suggestion is in fact that what I am doing first:

I have a batch of approx. 100 different orifices from
0.05 - 0.1 in diameter. Then I will perform one
delta p measurement at one fixed mass flow - for
example at 0.7 GPM - resulting in an discharge coefficent
(see formula from my first post) for each orifice.

Later on, when I have to do an initial setup of a new facility, I have to select an appropriate orifice.
If the orifice I am looking for is not available,
is it perhaps possible to do a series connection of two
orifices?

How should I then perform the calculation?

Cd (total) = Cd.1 * Cd.2, like I do for efficincy factors?

Thanks in advance,
Stephan
 
I guess I would build the apparatus with two orifice plates and measure the pressure drop across them and see what type of relationship exists for the series arrangement at a fixed distance apart. Maybe take several measurements and fit a curve to the data.

I spent all day yesterday soaking wet trying to solve a similar, though not quite as interesting, problem. I would like to hear what your findings are.
Tom
 
Hi Tom!

I will do that. In one ore two weeks I will post the results; I have lots to do at the moment and this is not my main task.

Greetings,
Stephan
 
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