| 1. | \(4~\text{m/s}\) | 2. | \(2~\text{m/s}\) |
| 3. | \(8~\text{m/s}\) | 4. | \(1~\text{m/s}\) |
| 1. | \({2}\mathit{\pi}{L}\) | 2. | \(\dfrac{L}{\sqrt{{2}\mathit{\pi}}}\) |
| 3. | \(L\) | 4. | \(\dfrac{L}{{2}\mathit{\pi}}\) |
An incompressible fluid flows steadily through a cylindrical pipe which has radius \(2r\) at point \(A\) and radius \(r\) at \(B\) further along the flow direction. If the velocity at point \(A\) is \(v,\) its velocity at point \(B\) is:
1. \(2v\)
2. \(v\)
3. \(v/2\)
4. \(4v\)
Water is flowing through a tube of the non-uniform cross-section. The ratio of the radius at the entry and exit end of the pipe is \(3:2\). Then the ratio of velocities at entry and exit of liquid is:
1. \(4:9\)
2. \(9:4\)
3. \(8:27\)
4. \(1:1\)
| 1. | \(2\) m/s | 2. | \(4\) m/s |
| 3. | \(5\) m/s | 4. | \(6\) m/s |