A team of engineers is planning a bridge in an area where there are regular high winds and occasional hurricanes. In order to predict wind patterns around and stresses on the proposed bridge, one engineer proposes placing a 1/50th scale model of the bridge in a high-techwind tunnel used for airplanes that is able to achieve speeds approaching Mach 1 ( approximately 770 miles per hour). a. You want to express the drag force as a function of the wind velocity. b.Why is it not possible to use the wind tunnel and scale model to capture the behavior of wind around the real bridge? c. What adjustments can be made to properly model the real bridge?