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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ALUM SLUDGE<br />
• 1 mg alum produces<br />
0.44 mg sludge<br />
ALUM SLUDGE<br />
• Sludge = Q x 0.44 kg sludge/kg alum x D Alum =<br />
24 m 3 /d x 0.44 g sludge/g alum x 30 g/m 3 =<br />
= 316.8 g/d = 0.32 kg/d
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