I have a problem with flow measurument in two joining water lines that seems to be caused by an ejector effect at the connection. The main header is a 10 inch line with normal velocity of 1.75 m/s. I then have a 6 inch line connecting via a reducing T. After the connection the line velocity in...
Does anyone know where I can start looking for a top hat orifice design tool/ guidelines?
I have an application where we have to take quite a large pressure drop in a water line and I believe I might be able to get away with less cavitation if I use a top hat style design.
Does anyone have a rule of thumb for the density of filtration nozzles per m2 for a pressurized dual media filter with a nozzle floor design? The filter will be operating on seawater feed.
