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).
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:
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: