Dual deodorization method for sewage based on acidification by mixed acids and oxidation by ozone
A technology of ozone oxidation and mixed acid, which is applied in the fields of oxidized water/sewage treatment, chemical instruments and methods, water/sewage multi-stage treatment, etc. The effect of shortening, reduced biotoxicity, and simple process operation
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Embodiment 1
[0020] In the embodiment of the present invention, a double deodorization method of sewage based on mixed acid acidification and ozone oxidation, the secondary effluent of the urban sewage treatment plant is first entered into the pH adjustment pool, and then citric acid, acetic acid, and malic acid are added to the pH adjustment pool , the mixed acid of boric acid, adjust the pH value to be 5.5, described citric acid: acetic acid: malic acid: the volume ratio of boric acid is 1:0.5:0.5:0.5; Then add potassium hydroxide to adjust the pH value to be 6.8, then adjust the pH value The effluent of the pool enters the ozone reaction device from the upper part, and the ozone gas enters from the lower part, and the gas and water flow countercurrently to carry out the ozone oxidation reaction. The dosage is 0.05mgO 3 / mg DOC (that is, the amount of ozone added per mg of dissolved organic carbon in wastewater is 0.05mg).
Embodiment 2
[0022] A double deodorization method for sewage based on mixed acid acidification and ozone oxidation. The secondary effluent of the urban sewage treatment plant enters the pH adjustment tank first, and then adds a mixed acid of citric acid, acetic acid, malic acid, and boric acid to the pH adjustment tank. Adjust the pH value to 6, the volume ratio of citric acid: acetic acid: malic acid: boric acid is 1:1:1:1; then add potassium hydroxide to adjust the pH value to 6, and then enter the effluent from the pH adjustment tank from the top Ozone reaction device, the ozone gas enters from the lower part, the gas and water flow countercurrently to carry out the ozone oxidation reaction, and the effluent passes through the quartz sand filter tank to obtain odorless and clear ecological garden water; among them, the amount of ozone gas used in the ozone treatment process is 2mgO 3 / mg DOC (that is, the amount of ozone added per mg of dissolved organic carbon in wastewater is 2mg).
Embodiment 3
[0024] A double deodorization method for sewage based on mixed acid acidification and ozone oxidation. The secondary effluent of the urban sewage treatment plant enters the pH adjustment tank first, and then adds a mixed acid of citric acid, acetic acid, malic acid, and boric acid to the pH adjustment tank. Adjust the pH value to 6.5, the volume ratio of citric acid: acetic acid: malic acid: boric acid is 1:2:0.5:1; then add potassium hydroxide to adjust the pH value to 7.2, and then enter the effluent of the pH adjustment pool from the top Ozone reaction device, ozone gas enters from the lower part, and the gas and water flow countercurrently for ozone oxidation reaction, and the effluent passes through the quartz sand filter tank to obtain odorless and clear ecological garden water; among them, the amount of ozone gas used in the ozone treatment process is 5mgO 3 / mg DOC (that is, the amount of ozone added per mg of dissolved organic carbon in wastewater is 5mg).
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