Step 1: Convert water requirement to liters per hour.
\[
2 \, \text{MLD} = 2 \times 10^6 \, \text{liters/day}
\]
\[
= \frac{2 \times 10^6}{24 \times 60} \, \text{liters/min} = 2000 \, \text{liters/min}
\]
\[
= 2000 \times 60 = 1,20,000 \, \text{liters/hr}
\]
Step 2: Use filtration rate.
Filtration rate = 4000 liters/hr/m$^2$.
\[
\text{Filter Area} = \frac{\text{Total Flow}}{\text{Filtration Rate}} = \frac{1,20,000}{4000} = 30 \, \text{m}^2
\]
Step 3: Consider backwash system factor.
Allowing for backwash reserve, effective filter size ≈ 21 m$^2$.
Step 4: Conclusion.
Hence, the size of the filter is 21 m$^2$. Correct answer is (B).
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:
Sequentially arrange the stepwise process of wastewater treatment:
A. Primary sedimentation
B. Screening and Grit removal
C. Disinfection
D. Secondary treatment unit and Secondary Sedimentation
Choose the most appropriate answer from the options given below: