A 2-D channel flow is shown in the figure. The flow enters the channel horizontally with a linear velocity profile and leaves vertically with a uniform velocity. The flow is steady and incompressible with density p=1000 kg/m. a) Compute the exit velocity from the continuity equation. b) If the inlet and outlet are both under ambient pressure, compute the horizontal and vertical anchoring force, respectively, to hold the channel in place. Im I Uin Vout 1.5m. in compressible flow Uin, max = 1 m/s ground