A town has an existinghorizontal flow sedimentationtank with an overflow rate of17m3 /day/m2 - and it isdesirable to remove particles thathaving setting velocity of0.1mm/sec. Assuming the tankis an ideal sedimentation tank - the percentage of particlesremoval is approximately equalto

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A town has an existinghorizontal flow sedimentationtank with an overflow rate of17m3 /day/m2 - and it isdesirable to remove particles thathaving setting velocity of0.1mm/sec. Assuming the tankis an ideal sedimentation tank - the percentage of particlesremoval is approximately equalto