A water treatment plant treats
6000 m3 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 m per hour would produce the desired removal of particles through settling in the clarifier having a depth of
3.0 m. The volume of the required clarifier, (in
m3, round off to 1 decimal place) would be
- 500