Sorry the question printed on two pages so i wrote up the first part! thanks (1.22...
(1.22 bg n) Hlos in 2. Air at constant density 04 inter nal diameter 6obmm and is dicuharged into the atmosphere. A+ the outlef end of the auct, and co-ai al with it i with base diameter 750 mm and vertex angle 90° (see Figure 2). Flow in the duct is controlled by moving the vertex of the cone into the duct, the air then escaping along the sloping sides of the cone. The mean velocity in the duct upstream of the cone is 15 ms and the air leaves the cone (at the 750 mm diameter) with a mean velocity of 60 ms1 parallel to the sides. Assuming that the changes in air density and the frictional effects are negligible, calculate the net axial force necessary to keep the cone in place. The flow both in the duct and leaving the cone is turbulent (so the velocity profiles may be assumed to be uniform), and changes in elevation may also be neglected. (Answer: 440 duct MadY cone.. N). 750 mm 600 mm Figure 2: Sketch of cone and duct.
(1.22 bg n) Hlos in 2. Air at constant density 04 inter nal diameter 6obmm and is dicuharged into the atmosphere. A+ the outlef end of the auct, and co-ai al with it i with base diameter 750 mm and vertex angle 90° (see Figure 2). Flow in the duct is controlled by moving the vertex of the cone into the duct, the air then escaping along the sloping sides of the cone. The mean velocity in the duct upstream of the cone is 15 ms and the air leaves the cone (at the 750 mm diameter) with a mean velocity of 60 ms1 parallel to the sides. Assuming that the changes in air density and the frictional effects are negligible, calculate the net axial force necessary to keep the cone in place. The flow both in the duct and leaving the cone is turbulent (so the velocity profiles may be assumed to be uniform), and changes in elevation may also be neglected. (Answer: 440 duct MadY cone.. N). 750 mm 600 mm Figure 2: Sketch of cone and duct.