Water treatment method for implementing drinking water deep purification using immobilization biological ceramic particle technology
A biological ceramsite and deep purification technology, applied in the field of water treatment, can solve the problems of rising water treatment costs, poor turbidity removal effect, and increased concentration of metal ions in water
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specific Embodiment approach 1
[0004] Specific embodiment one: the immobilized biological ceramsite technology of the present embodiment realizes the water treatment method of deep purification of drinking water according to the following steps: (1) the incoming water is passed into the immobilized biological ceramsite tank after sedimentation and filtration; (2) The treated water flowing out of the immobilized biological ceramsite tank is subjected to ozonation treatment and then flows into the secondary immobilized biological ceramsite tank; (3) The treated water flowing out of the secondary immobilized biological ceramsite tank is successively subjected to microfiltration and secondary ozonation treatment And ultraviolet sterilization, you can water.
[0005] The permanganate index in the influent water is reduced from 4.84mg / L to 0.99mg / L after being treated by this embodiment. Table 1 records the dry weight of engineering bacteria grown in water and in this embodiment for 0-48 hours respectively.
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specific Embodiment approach 2
[0008] Specific embodiment two: The difference between this embodiment and specific embodiment one is: the ceramsite of immobilized engineering bacteria is housed in the immobilized biological ceramsite tank and the secondary immobilized biological ceramsite tank, and the treated water is treated in the immobilized biological ceramsite tank. Both the granular tank and the secondary immobilized biological ceramsite tank adopt upward flow, the filtration rate is 4-4.4m / h, and the residence time in the tank is 20-30min. Others are the same as the first embodiment.
specific Embodiment approach 3
[0009] Specific embodiment three: The difference between this embodiment and specific embodiment one is: the ceramsite of immobilized engineering bacteria is housed in the immobilized biological ceramsite tank and the secondary immobilized biological ceramsite tank, and the treated water is treated in the immobilized biological ceramsite tank. Both the granular tank and the secondary immobilized biological ceramsite tank adopt upward flow, the filtration rate is 4.1-4.3m / h, and the residence time in the tank is 22-28min. Others are the same as the first embodiment.
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