ASME B31.3 does not specifically adress steady state velocities...
however the higher the flowing the velocity the greater the water
hammer possibilty. This to a great extent is reduced by the elastic
walls of plastics but on the other hand they have less strength for
surge pressures.
So before you start sending flow screaming down the line check the implications of this as far as water hammer is concerned... a good reference text is any of the books written by A.R. Thorley...
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