Question: A city is to install rapid sand filters downstream of the clarifiers. The design loading rate is selected to be 160 m3/ (m2.d). The design capacity of the water works is 0.35 m3/s. The maximum surface per filter is limited to 50 m2 and find out the normal filtration rate?
Options
A : 154.3 m3/(m2.d)
B : 154.6 m3/(m2.d)
C : 155.6 m3/(m2.d)
D : 155.3 m3/(m2.d)
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