1. The problem statement, all variables and given/known data Calculate "H" 2. Relevant equations Bernoulli Manometry 3. The attempt at a solution I have calculated that Q=0.06723 m^3 /s If I apply Bernoulli in the surface of the tank A and in out of the pipe, I have: H =(velocity in the final part of the pipe^2)/(2g). I have assumed that the Velocity in the final part of the pipe It is the same velocity with which the water comes out. I did this because I can't know the presurre in the final part of the pipe, and out of the pipe the manometric pressure is zero. So MY QUESTION IS: Is correct to assume that the velocities at these points (in the final part of the pipe, and just outside the pipeline are the same??