A city is to install rapid sand filters downstream of the clarifiers. The design loading rate is selected to be 160 m³/m².d (4 gpm/ft²). The design capacity of the water works is 0.35 m³/s (8 MGD). The maximum surface per filter is limited to 50 m². 1. Design the number and size of filters. 2. Calculate the normal filtration rate.

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter6: Hydraulic Conductivity
Section: Chapter Questions
Problem 6.14P
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A city is to install rapid sand filters downstream of the clarifiers. The design loading rate is selected to
be 160 m³/m².d (4 gpm/ft²). The design capacity of the water works is 0.35 m³/s (8 MGD). The
maximum surface per filter is limited to 50 m².
1. Design the number and size of filters.
2. Calculate the normal filtration rate.
Transcribed Image Text:A city is to install rapid sand filters downstream of the clarifiers. The design loading rate is selected to be 160 m³/m².d (4 gpm/ft²). The design capacity of the water works is 0.35 m³/s (8 MGD). The maximum surface per filter is limited to 50 m². 1. Design the number and size of filters. 2. Calculate the normal filtration rate.
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