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In a wastewater treatment unit, 2000m3/h of sewage containing 306kg/m3 sludge is to be clarified in a continuous clarifier. The sludge produced from the bottom

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In a wastewater treatment unit, 2000m3/h of sewage containing 306kg/m3 sludge is to be clarified in a continuous clarifier. The sludge produced from the bottom of the clarifier will be fed to a plate and frame filter press. Data for batch sedimentation are shown in the table below. Assuming the transport velocity to equal 0.5m/h, calculate the diameter of the required. clarifier. In a wastewater treatment unit, 2000m3/h of sewage containing 306kg/m3 sludge is to be clarified in a continuous clarifier. The sludge produced from the bottom of the clarifier will be fed to a plate and frame filter press. Data for batch sedimentation are shown in the table below. Assuming the transport velocity to equal 0.5m/h, calculate the diameter of the required. clarifier

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