If you have a dead end, by definition (and the continuity equation) there is no flow. And all of the "end cap" pressure would normally react at tension in the pipe wall.
If you're thinking of "water hammer," that's a wave phenomenon, not flow.
If you have a dead end, by definition (and the continuity equation) there is no flow. And all of the "end cap" pressure would normally react at tension in the pipe wall.
If you're thinking of "water hammer," that's a wave phenomenon, not flow.