| An aerated grit chamber is an enlarged channel or | | | | One minute (volume of the grit chamber/flow rate) is |
| long basin in which the cross-section is increased to | | | | the detention time normally employed. Since |
| reduce the velocity of the flowing sewage | | | | sedimentation of granular solids is dependent to a |
| sufficiently to cause heavy inorganic wastewater | | | | large extent upon the surface area of the aerated |
| matter such as grit, sand and gravel of size 0.2 mm, | | | | grit chamber, their width could be kept large. A length |
| and larger wastewater suspended solids to settle, | | | | to width ratio of 8 to 1 may be used limiting the |
| while the lighter organic matter remains in suspension. | | | | effective depth to about 2 m. |
| This is used to remove solids having specific gravity | | | | (iii) Method Of Cleaning |
| greater than water. | | | | Grit chambers are cleaned by hand, mechanically or |
| This article takes a look at 4 important factors you | | | | hydraulically. Hand cleaning is done only in the case of |
| must consider when you design a grit chamber: | | | | smaller plants, is less hygienic and odor-free though |
| (i) Velocity Of Flow | | | | somewhat easier for disposing off the removed |
| Velocity of wastewater flow must be 0.3 m/sec. This | | | | material than in the case of mechanical cleaning. |
| will permit the deposition of the bulk of heavier | | | | (iv) Grit Storage |
| mineral solids in wastewater while most organic | | | | Storage space for grit may be provided throughout |
| matter remains in suspension. A velocity of flow in | | | | the length of the aerated grit chamber or by means |
| the range 0.15 - 0.3m/sec. is generally recommended. | | | | of one or more pits deeper than the remainder of |
| In order to keep the velocity within the desirable | | | | the basins. Concentration of grit is also useful for |
| limits, it is usually necessary to provide two or more | | | | cleaning purposes. Channel may be provided with a |
| channels to manage fluctuations in sewage flow. | | | | frequency of cleaning of 15 days. |
| (ii) Period Of Detention | | | | |