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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)

For EXPLANATION I would SAY: Select four FILTERS .

The SURFACE area for each filter is, a = 189 m^2/4 = 47.25 m^2

We can use 7 m×7 m or 6 m×8 m or 5.9 m×8 m (EXACT)

If a 7 m×7 m filter is installed, the normal filtration rate is

V = Q/A = (0.35 m^3/s×86,400s/d)/(4×7 m×7 m) = 154.3 m^3/(m^2.d)



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