Catalytic ozone oxidation method for advanced treatment of industrial wastewater
A technology for industrial wastewater and advanced treatment, applied in chemical instruments and methods, oxidized water/sewage treatment, physical/chemical process catalysts, etc., can solve problems such as the cost disadvantage of fillers, overcome poor catalytic effect, and achieve cheap and easy-to-obtain materials. , the effect of improving the catalytic efficiency
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Embodiment 1
[0017] Choose the filler with iron and carbon as the main components and bake it under reducing atmosphere. And compound 5~25wt.%. The transition metals and their compounds are Cu, Mn, Co, Ni, Ti, Ag elemental metals, metal oxides, and compounds.
Embodiment 2
[0019] Weak strength and short-term modification of the raw materials described in Example 1: at a temperature of 30°C, 0.5mol / L of HNO 3 , Shaker reaction 0.50hr.
[0020] Characterization of modification: The reduction rate of nitrite in half an hour increased from about 5% before modification to 50%; the adsorption value of methylene blue increased from 15% to 35%.
[0021] Catalytic performance after modification: COD of the secondary biochemical effluent of a sewage treatment plant in a chemical industry park is 95mg / L. o 3 The residence time of catalytic oxidation pool is 20min; O 3 The dosage is 20mg / L. After the reaction, the COD is 80mg / L, and the COD removal rate after the catalysis reaches 15%, which is 10% higher than that before the catalysis.
Embodiment 3
[0023] The raw material described in Example 1 is modified in a medium-strength and short-term: at a temperature of 40°C, 1.0mol / L of HNO 3 , Shaker reaction 0.50hr.
[0024] Characterization of modification: The reduction rate of nitrite in half an hour increased from about 5% before modification to 55%; the adsorption value of methylene blue increased from 15% to 40%.
[0025] Catalytic performance after modification: COD of the secondary biochemical effluent of a sewage treatment plant in a chemical industry park is 100mg / L. o 3 The residence time of catalytic oxidation pool is 20min; O 3 The dosage is 20mg / L. After the reaction, the COD is 80mg / L, and the COD removal rate after catalysis reaches 20%, which is 15% higher than that before catalysis.
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