GATE CE 2019 Set 1 — Question 51

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NAT+2 / -0HardFiltrationDrinking Water TreatmentEnvironmental Engineering

Environmental Engineering → Drinking Water Treatment → Filtration

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Question

A 0.80 m0.80\text{ m} deep bed of sand filter (length 4 m4\text{ m} and width 3 m3\text{ m}) is made of uniform particles (diameter =0.40 mm= 0.40\text{ mm}, specific gravity =2.65= 2.65, shape factor =0.85= 0.85) with bed porosity of 0.40.4. The bed has to be backwashed at a flow rate of 3.60 m3/min3.60\text{ m}^3/\text{min}. During backwashing, if the terminal settling velocity of sand particles is 0.05 m/s0.05\text{ m/s}, the expanded bed depth (in mm, round off to 2 decimal places) is ________
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