Treatment method of dyestuff wastewater
A dye wastewater and treatment method technology, applied in biological water/sewage treatment, water/sludge/sewage treatment, chemical instruments and methods, etc., can solve the problem that wastewater is difficult to achieve better treatment effects, etc.
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0042] The initial content of COD in the dye wastewater is 6000mg / L, the initial chroma is 200 times, and the initial content of SS is 600mg / L;
[0043] The dye wastewater is first homogenized through the regulating tank, and the hydraulic retention time of the dye wastewater in the regulating tank is 12h;
[0044] The dye wastewater after the adjustment tank enters the anaerobic reactor (UASB) for anaerobic treatment. The hydraulic retention time in the anaerobic reactor is 10h, and the oxidation-reduction potential in the anaerobic treatment process is -230mV. The sludge concentration in the tank is 8g / L;
[0045] The dye wastewater after anaerobic treatment enters the anaerobic-aerobic integrated membrane bioreactor (hereinafter referred to as AOMBR) for anaerobic-aerobic cycle treatment. The membrane filaments filled in the reactor are hollow fiber membranes containing quinone groups. The sludge concentration in the AOMBR reactor is 6000m g / L; AOMBR operates according to ...
Embodiment 2
[0051] The initial content of COD in the dye wastewater is 3200mg / L, the initial chroma is 300 times, and the initial content of SS is 300mg / L;
[0052] The dye wastewater is first homogenized through the regulating tank, and the hydraulic retention time of the dye wastewater in the regulating tank is 12h;
[0053] The dye wastewater after the adjustment tank enters the anaerobic reactor (UASB) for anaerobic treatment. The hydraulic retention time in the anaerobic reactor is 12h, and the medium oxidation-reduction potential in the anaerobic treatment process is -200mV. The sludge concentration in the tank is 8g / L;
[0054] The dye wastewater after anaerobic treatment enters the anaerobic-aerobic integrated membrane bioreactor (hereinafter referred to as AOMBR) for anaerobic-aerobic cycle treatment. The membrane filaments filled in the reactor are hollow fiber membranes containing quinone groups, AOMBR The sludge concentration in the reactor is 7500mg / L; AOMBR operates accordi...
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