GATE CE 2019 Set 2 — Question 50

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NAT+2 / -0MediumSedimentationDrinking Water TreatmentEnvironmental Engineering

Environmental Engineering → Drinking Water Treatment → Sedimentation

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Question

A water treatment plant treats 6000 m36000\text{ m}^3 of water per day. As a part of the treatment process, discrete particles are required to be settled in a clarifier. A column test indicates that an overflow rate of 1.5 m1.5\text{ m} per hour would produce the desired removal of particles through settling in the clarifier having a depth of 3.0 m3.0\text{ m}. The volume of the required clarifier, (in m3\text{m}^3, round off to 1 decimal place) would be _______
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