1. Velocity controlled V-shaped long grit channels
2. Square shaped chambers with entry and exit on opposite sides and mild hopper
3. Vortex type cone and the centrifugal action plummets the grit to the bottom
2. Manually Cleaned.
In very small plants, mechanization may be uneconomical. For Sewage treatment plant flows of more than 10 MLD, mechanized grit removal units are preferred.
1. Vortex Type Grit Chamber
In this type of grit chamber, the sewage is fed in the tangential direction to induce a vortex type of flow, which will funnel the grit towards the center, and hence be drawn down at the bottom chamber. An agitator is used to keep the grit in suspension.
Clearing of the Grit Manually
Manual clearing of the grit is to be avoided except in the case of very small STPs of less than 1 MLD (million litres per day) where velocity controlled channels can be cleared by the operator using a shovel and walking on a platform along the length.
Disposal of Grit
Grit is usually washed after removing it from the chamber, unless it may contain a considerable amount of organic matter which causes an unpleasant odor. They are mainly disposed of by dumping or by a sanitary landfill. The method of disposal is selected on the basis of physical and chemical characteristics of grit, quality, availability of land for disposal, etc.
Advantages of Grit Chamber
1. To protect moving mechanical equipment from abrasion and abnormal wear.
2. To reduce maintenance cost in the frequency of digester cleaning caused by excessive accumulation of grit.
3. To prevent heavy deposits in pipelines and channels.
Working Principle of Grit Chamber
The grit chambers work as a sedimentation tank which is designed to separate the intended heavier inorganic materials (specific gravity about 2.65) and to pass forward the lighter organic materials. Differential sedimentation and differential scouring velocity are maintained in the chamber so that 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.