Water flows through a U-bend pipe that is fixed in place using a flange at the bottom (see figure below). At section 1, water enters the bend with diameter D, = 5 cm horizontally with a flow rate of Q, = 0.08 m*/s, and a relative pressure of P, = 16 kPa (bottom in figure below). At the top of the bend, water exits the pipe at sections 2 and 3. In section 2, water flows horizontally out of a pipe with diameter D, = 14 cm at a flow rate of Q, = 0.04 m/s, and with a relative pressure of P, = 150 kPa. In section 3, water flows out of the bend vertically upwards into the atmosphere through a pipe with diameter D, = 2 cm and a relative pressure of P3 = 0 kPa. Note that the flows at pipe sections 1 and 2 do not discharge into the atmosphere and remain a pipe flow. The density of water is p = 1000kg/m. Weight of fluid can be ignored. Determine the magnitude of the horizontal and vertical forces applied on the flange. Provide your answer to two decimals places. Horizontal force |Fxl= | KN Verteatfocetrie[ JN flange