Assuming frictionless, incompressible, one-dimensional flow of water through the horizontal tee connection sketched in the figure below, estimate values of (a) the x and (b) y components of the force exerted by the tee on the water. Each pipe has an inside diameter of 1 m. The pressure at section (1) is 319 kPa (gage), the speed of the flow at section (1) is 5 m/s, the volume flowrate at section (3) is 14 m^3/s.