GATE CE 2014 Set 2 — Question 56

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NAT+2 / -0MediumSedimentationDrinking Water TreatmentEnvironmental Engineering

Environmental Engineering → Drinking Water Treatment → Sedimentation

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Question

A suspension of sand like particles in water with particles of diameter 0.10 mm0.10\text{ mm} and below is flowing into a settling tank at 0.10 m3/s0.10\text{ m}^3/\text{s}. Assume g=9.81 m/s2g = 9.81\text{ m}/\text{s}^2, specific gravity of particles =2.65= 2.65, and kinematic viscosity of water =1.0105×102 cm2/s= 1.0105 \times 10^{-2}\text{ cm}^2/\text{s}. The minimum surface area (in m2\text{m}^2) required for this settling tank to remove particles of size 0.06 mm0.06\text{ mm} and above with 100% efficiency is
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