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Question

A municipal corporation is required to treat 1000 m3/day of water. It is found that an overflow rate of 20 m/day will produce a satisfactory removal of the discrete suspended particles at a depth of 3m. The diameter (in meters, rounded to the nearest integer) of a circular settling tank designed for the removal of these particles would be.
  1. 8

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Solution

The correct option is A 8
Q=1000m3day

Overflow Rate=20m/day

H=3m

Surface Area of circular Tank

=100020

=50m2

Assuming diameter to be ‘d’

Hence, π4×d2=50

d=50×4π

=7.978

8m

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