A circular pipe of area A splits into two pipes of area A/4 each at 60 degrees to the original flow direction. If the pressure in the upstream pipe is P and the discharge is Q, show that the pressure...
A circular pipe of area A splits into two pipes of area A/4 each at 60 degrees to the original flow direction. If the pressure in the upstream pipe is P and the discharge is Q, show that the pressure in each of the downstream pipes p is given by p=p-15p where p is the fluid density the force in the original flow direction required to hold the junction in (a) [14] (b) place is given by 2 [4] What is the force normal to the original flow direction required to stop pipe movement in that direction?
A circular pipe of area A splits into two pipes of area A/4 each at 60 degrees to the original flow direction. If the pressure in the upstream pipe is P and the discharge is Q, show that the pressure in each of the downstream pipes p is given by p=p-15p where p is the fluid density the force in the original flow direction required to hold the junction in (a) [14] (b) place is given by 2 [4] What is the force normal to the original flow direction required to stop pipe movement in that direction?