A rapid sand filter is to be provided in a water treatment plant to process the water for a town with a population of 4,50,000. The peak water demand is 225 litre/capita/day. The rate of filtration is 20 m/m2/hr. Allow 5% of filtered water for storage to meet the backwash requirements. Each back washing period is 30 minutes. The number of filters required including one as a standby unit is [Assume the available surface area configuration of one filter unit is 70 m2]

Solid Waste Engineering
3rd Edition
ISBN:9781305635203
Author:Worrell, William A.
Publisher:Worrell, William A.
Chapter2: Municipal Solid Waste Characteristics And Quantities
Section: Chapter Questions
Problem 2.1P
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A rapid sand filter is to be provided in a water treatment plant to process the water for a town
with a population of 4,50,000. The peak water demand is 225 litre/capita/day. The rate of
filtration is 20 m/m2/hr. Allow 5% of filtered water for storage to meet the backwash
requirements. Each back washing period is 30 minutes. The number of filters required including
one as a standby unit is.
[Assume the available surface area configuration of one filter unit is 70 m2]
Transcribed Image Text:A rapid sand filter is to be provided in a water treatment plant to process the water for a town with a population of 4,50,000. The peak water demand is 225 litre/capita/day. The rate of filtration is 20 m/m2/hr. Allow 5% of filtered water for storage to meet the backwash requirements. Each back washing period is 30 minutes. The number of filters required including one as a standby unit is. [Assume the available surface area configuration of one filter unit is 70 m2]
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