A water treatment plant treats 6000 m3 of water per day. As a part of the treatment process, discrete particles are required tc 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

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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 ina 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
Transcribed Image Text: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 ina 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
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