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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 m^3/ (m^2.d). The design capacity of the water works is 0.35 m^3/s. The maximum surface per filter is limited to 50 m^2 and find out the normal filtration rate?(a) 154.3 m^3/(m^2.d)(b) 154.6 m^3/(m^2.d)(c) 155.6 m^3/(m^2.d)(d) 155.3 m^3/(m^2.d)I had been asked this question during an online exam.My query is from Filtration in chapter Unit Operations of Bioprocess Engineering |
Answer» The correct choice is (a) 154.3 m^3/(m^2.d) |
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