TSny
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OK, that sounds good. I believe it is in line with what I was saying.Chestermiller said:But the vertical air pressure force acting over the remaining part of the pipe does not change when fluid is flowing. So, if we include this in the vertical force balance on the pipe when fluid is flowing (together with the force from the fluid), the net downward force of the air ##p_aA## is just canceled out by the upward pressure force from the fluid ##p_aA##. So the net resultant vertical force on the pipe when the fluid is flowing is just ##2\rho v^2A##.
Should that be ##p_a - (2\rho)g\frac{H}{4}##?As far as the horizontal analysis is concerned, I will only note that the fluid pressure at the entrance cross section of the pipe is ##p_a+(2\rho)g\frac{H}{4}##.
Yes. Thanks for your comments!Virtually all the pressure changes leading up to the entrance cross section (exit cross section of the tank) occur within the tank.