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For a water treatmentplant having a flow rate of 432m3/hr - what is the required planarea of a type I settling tank toremove 90% of the particleshaving a setting velocity of 0.12cm/sec is

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For a water treatmentplant having a flow rate of 432m3/hr - what is the required planarea of a type I settling tank toremove 90% of the particleshaving a setting velocity of 0.12cm/sec is






 
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