GATE Papers >> Civil >> 2013 >> Question No 42

Question No. 42 Civil | GATE 2013

A settling tank in a water treatment plant is designed for a surface overflow rate of 30 m3day.m2.Assumespecific gravity of sedimentparticles = 2.65, density of water(ρ)= 1000 kg/m3, dynamic viscosity of water (μ)=0.001 N.s/m2,and Stokes’ law is valid.The approximate minimum size of particles that would be completely removed is:


Answer : (B) 0.02 mm


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