Catalytic ozone oxidizing method for industrial wastewater deep treatment
A technology for advanced treatment of industrial wastewater, applied in chemical instruments and methods, oxidized water/sewage treatment, physical/chemical process catalysts, etc., can solve the problems of low cost of fillers, etc., to overcome poor catalytic effect, simple and reliable process, and improve The effect of catalytic efficiency
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Examples
Embodiment 1
[0017] Choose the filler with iron and carbon as the main components and bake it in a reducing atmosphere. Metals and compounds 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, 0.5 mol / L of HNO 3 , shaker reaction 0.50 hr.
[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: The COD of the secondary biochemical effluent of a sewage treatment plant in a chemical industry park is 95 mg / L. o 3 The residence time of catalytic oxidation pool is 20min; O 3 The dosage is 20mg / L. After the reaction, the COD was 80 mg / L, and the COD removal rate after catalysis was 15%, which was 10% higher than that before catalysis.
Embodiment 3
[0023] Medium-intensity, short-term modification of the raw material described in Example 1: at a temperature of 40°C, 1.0 mol / L of HNO 3 , shaker reaction 0.50 hr.
[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 100 mg / L. o 3 The residence time of catalytic oxidation pool is 20min; O 3 The dosage is 20mg / L. After the reaction, the COD was 80 mg / L, and the COD removal rate after catalysis was 20%, which was 15% higher than that before catalysis.
PUM
Abstract
Description
Claims
Application Information
- R&D Engineer
- R&D Manager
- IP Professional
- Industry Leading Data Capabilities
- Powerful AI technology
- Patent DNA Extraction
Browse by: Latest US Patents, China's latest patents, Technical Efficacy Thesaurus, Application Domain, Technology Topic, Popular Technical Reports.
© 2024 PatSnap. All rights reserved.Legal|Privacy policy|Modern Slavery Act Transparency Statement|Sitemap|About US| Contact US: help@patsnap.com