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GRIT CHAMBER
GRIT CHAMBER
TYPES OF GRIT CHAMBER
HORIZONTAL FLOW GRIT CHAMBER
•
•
•
•
HORIZONTAL FLOW GRIT CHAMBER
AERATED GRIT CHAMBER
AERATED GRIT CHAMBER
• The objective of primary treatment is the removal of settle able
organic and inorganic solids by sedimentation , and the removal
of materials that will float by skimming .
• Approximately 25 to 50% of the incoming biochemical oxygen
demand , 50 to 70% of the total suspended solid(ss) and 65% of
the oil and grease are removed during primary treatment .
• Some organic nitrogen, organic phosphorus, and heavy metals
associated with solids are also removed during primary
sedimentation .
PRIMARY TREATMENT
CONDITION
• Primary sedimentation tanks or clarifiers may be round or
rectangular basins, typically 3 to 5 m deep , with hydralic retention
time between 2 and 3 hours .
• Settle solids are normally removed from the bottom of tanks by
sludge rakes.
• Scum is swept across the tanks surface by remove waterjets or
mechanical process unit.
SEDIMENTATION TANK
REFERENCE
• https://www.slideshare.net/AshwaniKumar292/grit-
chambers.
• https://www.slideshare.net/snehalmenon92/primary
-and-secondary-wastewater-treatment.
• https://www.youtube.com/watch?v=x5gKLAIeO58&l
ist=PLTRHStosZyJxE9OfQa GppPsy75jc9eM-
C&index=28.
THANK YOU

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