Step 1: Recall definitions.
- Steady flow: Parameters (velocity, discharge) do not change with time.
- Non-uniform flow: Parameters vary with space (position).
Step 2: Analyze options.
- (1) Motion of river around bridge piers: Unsteady and complex (vortices, turbulence). Not purely steady non-uniform.
- (2) Steadily increasing flow through a pipe: This means unsteady (since velocity changes with time).
- (3) Steadily increasing flow through reducing section: Again indicates unsteady.
- (4) Constant discharge through tapering pipe: Flow is steady (constant with time), but velocity varies along pipe length (non-uniform). Correct.
Step 3: Conclusion.
Thus, the correct example of steady non-uniform flow is option (4).
The solution(s) of the ordinary differential equation $y'' + y = 0$, is:
(A) $\cos x$
(B) $\sin x$
(C) $1 + \cos x$
(D) $1 + \sin x$
Choose the most appropriate answer from the options given below:
For the matrix, $A = \begin{bmatrix} -4 & 0 \\ -1.6 & 4 \end{bmatrix}$, the eigenvalues ($\lambda$) and eigenvectors ($X$) respectively are:
The value of $\iint_S \vec{F} \cdot \vec{N} \, ds$ where $\vec{F} = 2x^2y \hat{i} - y^2 \hat{j} + 4xz^2 \hat{k}$ and $S$ is the closed surface of the region in the first octant bounded by the cylinder $y^2 + z^2 = 9$ and the planes $x = 0, x = 2, y = 0, z = 0$, is:
The value of the integral $\displaystyle \oint_C \frac{z^3 - 6}{2z - i} \, dz$, where $C: |z| \leq 1$, is:
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: