ABSTRACT
Then for the entire flow stream, assuming uniform velocity distribution at the two relevant sections, we have
F x = p Q [(V x) 2 - (F J J (4.12)
where Q is the total discharge and (Vx)l9 ( Vx)2 are the respective velocity components.
Then for the entire flow stream, assuming uniform velocity distribution at the two relevant sections, we have
F x = p Q [(V x) 2 - (F J J (4.12)
where Q is the total discharge and (Vx)l9 ( Vx)2 are the respective velocity components.