Step 1: Recall the formula.
The head loss due to sudden enlargement in a pipe is given by:
\[
h_L = \frac{(V_1 - V_2)^2}{2g}.
\]
Step 2: Explanation.
This is derived from applying Bernoulli's equation and considering the energy loss due to mixing of flows at the expansion section.
Step 3: Conclusion.
Thus, the correct formula for head loss due to sudden enlargement is $\dfrac{(V_1 - V_2)^2}{2g}$.
Which of the following statements are true?
A. The same Bernoulli's equation is applicable to all the points in the flow field if the flow is irrotational.
B. The value of "Constant in the Bernoulli's equation" is different for different streamlines if the flow is rotational.
C. When a nozzle is fitted at the end of a long pipeline, the discharge increases.
D. The velocity of flow at the nozzle end is more than that in the case of a pipe without a nozzle, the head in both cases being the same.
Choose the most appropriate answer from the options given below:
Which of the following statement/s is/are correct with regards to the tangential force which is needed to keep the speeds of different layers of liquid constant?
(A) It is directly proportional to the velocity difference between the two adjacent layers.
(B) It is inversely proportional to the area of contact between the two adjacent layers.
(C) It is inversely proportional to the distance between the two adjacent layers.
(D) None of the above.
A weight of $500\,$N is held on a smooth plane inclined at $30^\circ$ to the horizontal by a force $P$ acting at $30^\circ$ to the inclined plane as shown. Then the value of force $P$ is:
A steel wire of $20$ mm diameter is bent into a circular shape of $10$ m radius. If modulus of elasticity of wire is $2\times10^{5}\ \text{N/mm}^2$, then the maximum bending stress induced in wire is: