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
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