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Water treatment in waterworks

Activated carbon is the core material for advanced purification in water treatment plants. With its well-developed porous structure and high specific surface area, it efficiently removes trace organic pollutants in water (such as humic acid and pesticide residues), residual chlorine, and disinfection by-products (such as chloroform) through the synergistic effect of physical adsorption and chemical adsorption. At the same time, it adsorbs odorous and discolored substances (such as iron and manga
Water treatment in waterworks
Case Details
When activated carbon is used for water purification, the method of application varies significantly depending on the application scenario (large-scale treatment in water plants, small-scale household purification) and the type of activated carbon (powdered, granular). The specific operational procedures and precautions are as follows:
Large-scale treatment in water plants
Powdered activated carbon (emergency + regular pre-treatment): There are two feeding methods: wet and dry. The wet method involves first preparing the activated carbon into a slurry of approximately 10%, which is uniformly mixed in a stirring tank and then accurately delivered to the feeding point by a metering pump. This method ensures good mixing uniformity but has high equipment and operational costs. The dry method uses quantitative feeding equipment to directly send the carbon powder into a water injector, which then delivers it to the target location. This method has simple equipment and easily guaranteed feeding accuracy. The feeding location is usually before the coagulation tank; in emergency situations, it can be switched to before the filtration tank. Samples are taken 5-10 minutes after feeding to observe the effect. The regular feeding amount needs to be adjusted based on water quality monitoring data, and can be increased to 10-30mg/L in case of sudden pollution.
Granular activated carbon (advanced treatment): It is mostly used in the form of adsorption beds such as fixed beds, with a carbon bed thickness typically of 1.0-2.0m and an activated carbon particle size of 1-2mm. A common process is granular carbon adsorption following regular treatment; some processes are combined with ozone oxidation to form an ozone-granular activated carbon process. During operation, the filtration rate is controlled at 8-20m/h, and backwashing is required every 24-72 hours, which can be done by water alone or a combination of air and water. The water flushing speed is approximately 28-32m/h, lasting 4-10 minutes, to prevent the adsorption effect from being affected by impurity accumulation in the carbon bed.
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