GATE CE 2025 Set 1 — Question 31

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MSQ+1 / -0MediumSedimentationDrinking Water TreatmentEnvironmental Engineering

Environmental Engineering → Drinking Water Treatment → Sedimentation

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Question

The Surface Overflow Rate (SOR) in a rectangular sedimentation tank is 45 m3/m2/d45\text{ m}^3/\text{m}^2/\text{d}. Minimum diameters of spherical inorganic and organic particles expected to be completely removed in this tank are calculated. Assume that Stoke’s law is applicable. Which of the following options is/are correct:
Specific gravity of inorganic particles = 2.652.65
Specific gravity of organic particles = 1.201.20
Acceleration due to gravity (gg) = 9.81 m/s29.81\text{ m/s}^2
Kinematic viscosity (ν\nu) = 1×106 m2/s1 \times 10^{-6}\text{ m}^2/\text{s}
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