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
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
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9d229c34-de57-43c7-9f12-a40e378b4352%2F17498871-b470-4096-a541-58defbc9f3e3%2Fcigw9tc_processed.jpeg&w=3840&q=75)
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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