Method for reducing generation amount of bromate in ozone water treatment process through catalysis of Ce-MCM-48
A ce-mcm-48, treatment process technology, applied in the field of catalytic reduction of bromate generation potential, can solve the problems of pipe network corrosion and low efficiency of bromate generation
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Embodiment 1
[0018] After the traditional water treatment process (coagulation, sedimentation, filtration, etc.), the filtered water enters the ozone contact tower (or pool) to contact with ozone and simultaneously undergoes Ce-MCM-48 catalytic oxidation for 2 to 5 minutes, and the ozone dosage is 0.2 ~4.0mgO 3 / (mgTOC), this process completes ozone dosing and partial catalytic oxidation; 2. The effluent enters the oxidation tank and is catalyzed and oxidized by Ce-MCM-48 for 8-10 minutes to complete the effective reduction control of organic matter oxidation and bromate generation. See the attached drawings for the specific process figure 1 shown.
Embodiment 2
[0020] The difference from the above method 1 is that the filtered water enters the ozone contact tower for ozone aeration for 2 to 5 minutes, and the ozone dosage is 0.2 to 4.0 mgO 3 / (mg TOC); The ozone-containing water from the ozone contact tower enters the oxidation tank filled with Ce-MCM-48 finished catalyst, and the catalytic oxidation time is controlled to be 8-10 minutes. See the attached drawings for the specific process figure 2 shown.
Embodiment 3
[0022] The difference from the above-mentioned method 1 is that the filtered water enters the integrated contact reaction tank filled with Ce-MCM-48 finished catalyst to perform ozone aeration and catalytic reaction at the same time. The reaction time is 10-15 minutes, and the ozone dosage is 0.2 ~4.0mgO 3 / (mg TOC). See the attached drawings for the specific process image 3 shown.
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