Okay so your saying the equilibrium height of the water on the discharge column will be 20ft above the pump, same as the height of the water on the suction side?
Hey just wanted to know the theory behind this. If i have a open reservoir say 20 ft above a pump and i want to pump the water that flowing down on the suction side to a reservoir on the discharge side 80 ft above, the static pressure from the suction reservoir should decrease the pumps work,but...
I have a c shaped hook that I am trying to find the maximum load before it starts to bend. Is there an equation for this. I have the yield strength and dimensions.