Types of Fluid Flow

What is the principle behind the carburator of an automobile?

A horizontal jet of water coming out of a pipe of area of cross-section $20{ \mathrm{cm}}^2$ hits a vertical wall With a velocity of $10 {\mathrm{m} \mathrm{s}}^{-1}$ and rebounds with the same speed. The force exerted by water on the wall is.

If water is flowing in a pipe of non-uniform cross-section where one end is of $0.5m^2$ and other end is of $2m^2$. If the velocity of water at the first end is $1 m{s}^{-1}$, then find the velocity at other end?

A simple jet carburetor is required to supply $6 \mathrm{kg}$ of air per minute and $0.45 \mathrm{kg}$ of fuel of density $740 \mathrm{kg}/{\mathrm{m}}^3$. The air is initially at $1.013 \mathrm{bar}$ and ${27}^{\circ } \mathrm{C}$. Calculate the throat diameter of choke for a flow velocity of $92 \mathrm{m}/\mathrm{s}$. Velocity coefficient is $0.8$. If the pressure drop across the fuel metering orifice is $0.75$ of that at the choke, calculate orifice diameter assuming $\mathrm{Cd}=0.60$.

Arrangement of pipes carrying fluids of densities ${\rho }_1, {\rho }_2\text{ \& }{\rho }_3$ is shown in the figure below. If the pipe carrying fluid of density ${\rho }_1$ makes an angle $\theta$ with the horizontal, then what is the value of $\prime h\prime$?

What is Bernoulli's theorem, and how is it used.

A liquid flows through a horizontal tube. The velocities of the liquid in the two sections which have areas of cross section $A_1 \&{ A}_2$ are $v_1,v_2$ respectively. The difference in the levels of liquid in the two vertical tubes is $h$:

How does a spoiler on a race car use Bernoulli’s law?

Bernoulli’s equation is applicable only for

Continuity equation is related to conservation of mass.

The simplified equation of continuity is represented as

Define streamline flow

In case of streamline flow the velocity will be constant.

A streamline may be defined as the path, straight or curved, the tangent to which at any point gives the direction of the flow of liquid at that point.

An ideal fluid is flowing in two pipes of same cross-sectional pipes area. Both the pipes are connected with two vertical tubes, of length $h_1$ and $h_2$ as shown in figure. The flow is streamline in both pipes. If velocity of fluid at $A, B$ and $C$ are $2 \mathrm{m} {\mathrm{s}}^{-1}, 4 \mathrm{m} {\mathrm{s}}^{-1}$ and $4 \mathrm{m} {\mathrm{s}}^{-1}$respectively, the velocity of fluid at $D$ (in $\mathrm{m} {\mathrm{s}}^{-1}$) is -

The flow rate from a tap of diameter $1.25 \mathrm{cm}$ is $x \mathrm{Litre} {\min }^{-1}$. The coefficient of viscosity of water is ${10}^{-3} \mathrm{SI} \mathrm{unit}$. For what value of $x$ will the flow be turbulent?
$$\begin{gathered} \left(p\right)x=6 \\ \left(q\right)x=3 \\ \left(r\right)x=0.5 \\ \left(s\right)x=0.1 \end{gathered}$$

Choose the correct option.

What is kinetic energy factor in the Bernoulli's equation?

For fully developed turbulent flow through rough pipe of very large Reynolds number, friction factor is 

Streamline and Laminar flow are exactly the same.

A common application of laminar flow is in the smooth flow of a viscous liquid through a tube or pipe.