Sir,
Could you tell me the Bernouli's equation for the case of a pipe from a tank bottom connected to a tank which is below the first tank. diameter of the pipe is constant.
Considering the surfaces of a liquid level as sections 1 and 2, liquid as non viscous fluid with no losses in the pipe line (bend, contraction, expansion...), tank liquid surfaces are z1 and z2 m height from the datum, Bernauli's equation reduces to z1-z2 = 0.
But actually z1-z2 is not equal to zero.
why this contradicting result? is this because of choosing my sections 1 and 2 or any other reasons? this same will come, if i choose two cross sections in a vertical pipe of constant diameter? kindly correct my understanding.
