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Rapid Sand Filters

Rapid Sand Filters

Rapid filters are usually built open with the water passing down the filter but by gravity. It has a filtration rate of 5-15m3/m2/hr. The tank is made of either steel or concrete with a depth of 3.0 to 3.5m. Coarse sand of size 0.4 to 1.5mm is used as the filter medium.

The sand bed is of about 0.45 to 0.75m thick and is supported by a coarse gravel of 0.60m thickness. There is an inlet channel at one end through which the water to be filtered enters the tank. An inlet valve controls the inward flow of raw water.

In the lowest layer of gravel, there is a collector system of perforated pipes or ducts which are connected to a main collecting channel. Filtered water is collected by the perforated pipes and sent to the storage tank through the main collecting channel. There is an outlet controller which maintains the discharge flow.

The removal of impurities from raw water in rapid filtration is affected by a combination of different processes like straining, sedimentation, adsorption and bacterial and biochemical processes.
In rapid sand filters straining of impurities is not an effective process because of the large pore size of the filter bed. In addition, sedimentation also will not be an effective process as filtration rate is high. Thus, relatively less impurities are retained by the filterbed through straining and sedimentation.
Adsorption of impurities having an electric charge, onto the filter bed grains with an opposite charge is the only effective process taking place in rapid sand filtration. The filter bed material itself has a natural static charge.

In addition, the high flow rate of water produces electrokinetic charges. When charged particles are dragged away from the filter bed grains, they are left with an opposite charge. Thus the electrokinetic effect further improves the adsorption process.

Because of the high flow rate of rapid sand filtration only very little time is available for any biodegradation of organic materials as well as for the removal of any microorganisms. As a result, rapid filtration is unable to provide bacteriologically safe water.

During rapid sand filtration, the impurities present in the raw water are retained in the filter bed as the water passes through it. Continuous operation of the water filters may lead to a situation where a complete clogging of filter prevents anymore filtration.

This can be corrected by a phenomenon known as back washing. Here water is forcibly introduced into the filters in the upward direction from the bottom at a rate of about ten times the normal filtration rate.

This process expands the sand bed and causes the sand grains to be agitated so that the clogged material is washed off from them. Sometimes backwashing may not be sufficient to keep the filter clean. In that case along with water air also can be used for backwashing

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