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GRIT CHAMBER

The Grit Chamber

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Know more about grit chamber and what are their uses

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Page 1: The Grit Chamber

GRIT CHAMBER

Page 2: The Grit Chamber

WHAT IS GRIT CHAMBER?

• Grit chambers are basin to remove the inorganic particles to prevent damage to the pumps, and to prevent their accumulation in sludge digestors.

Page 3: The Grit Chamber

GRIT CHAMBER

Page 4: The Grit Chamber

WHAT PROBLEMS CAN GRIT CAUSE IN A WASTEWATER TREATMENT SYSTEM?

• At any point in a wastewater collection or treatment system where flow velocity is less than 1.5 ft/sec, grit will begin to fall out of suspension and collect. These low velocity areas can include drains, channels and pipelines. As grit collects in unintended areas, clogs can form, stopping wastewater flow. The trapped organic matter in these areas can then rapidly form pockets of anaerobic (i.e., septic) digestion that produce gaseous by-products that are harmful to both collection and treatment system surfaces as well as human health.

Page 5: The Grit Chamber

WHAT PROBLEMS CAN GRIT CAUSE IN A WASTEWATER TREATMENT SYSTEM?• Grit is extremely abrasive and will produce abnormal wear

on pumps and treatment system surfaces, significantly reducing the operational life of a wastewater treatment system and its components. The life of a pump impeller can be reduced by as much as 30 percent due to the abrasive action of grit.

Page 6: The Grit Chamber

WHAT PROBLEMS CAN GRIT CAUSE IN A WASTEWATER TREATMENT SYSTEM?

• Grit will accumulate within the major treatment basins (e.g., waste stabilization ponds), eventually causing a loss in treatment capacity. In addition, since grit quickly settles out of wastewater and to the bottom of basins, the cumulative effect of the grit is often not known until major problems arise in loss of treatment efficiency

Page 7: The Grit Chamber

HOW GRIT CHAMBER WORK?

• Grit chambers are nothing but like sedimentation tanks, designed to separate the intended heavier inorganic materials (specific gravity about 2.65) and to pass forward the lighter organic materials. Hence, the flow velocity should neither be too low as to cause the settling of lighter organic matter, nor should it be too high as not to cause the settlement of the silt and grit present in the sewage. This velocity is called "differential sedimentation and differential scouring velocity". The scouring velocity determines the optimum flow through velocity.