Design of arsenic removal plant by coagulation, sedimentation
Design of arsenic removal plant by coagulation, sedimentation
Design of arsenic removal plant by coagulation, sedimentation
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DESIGN OF FLOCCULATION TANK<br />
FLOCCULATION<br />
DESIGN OF OXIDATION and<br />
COAGULATION TANKS<br />
Total Volume <strong>of</strong> the mixing tank<br />
• V = 33.3 L x 2 ~ 70 L<br />
• T f = 15-20 min • V f = Q x T f = 24 m 3 /d x 15 min = 25 m 3 /(24<br />
x 60 min) x 15 min = 0.25 m 3 = 250 L