Dear All.

if I have a pipe with a constant ID= x a totally horizontal. the pipe length is L.

Now if I used two different fluids with the same input pressure 2 bar , how should be the variation of pressure at the exit of the Pipe?

Now if I used this pressure and apply it for on the tip of a cantilevered beam ( the root is fixed). shall I have the same dynamic for both fluids since the input pressure is the same?

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