Domestic sewage treatment method and UAFB-EGSB coupled system quick start method
A UAFB-EGSB, 1.UAFB-EGSB technology is applied in the field of sewage treatment to achieve the effects of not easy secondary pollution, low output, and reduced water treatment costs
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
specific Embodiment approach 1
[0033] Specific implementation mode one: combine figure 1 Describe this implementation mode, the UAFB-EGSB coupling system of this implementation mode performs the quick start according to the following steps:
[0034] 1. The UAFB reactor 3 is connected with the EGSB reactor 4, and the outlet water of the UAFB reactor is the inlet water of the EGSB reactor;
[0035] 2. Add anaerobic digestion sludge to UAFB reactor 3, and add AOB-ANAMMOX granular sludge to EGSB reactor 4;
[0036] 3. In the first stage of starting, the mixed sewage of simulated domestic sewage and actual domestic sewage is introduced into the UAFB-EGSB coupling system. The ratio of simulated domestic sewage to actual domestic sewage is 100%-n5%:n5%, and n is the first to start number of days to run the stage;
[0037] 4. Start the second stage, feed the actual domestic sewage into the UAFB-EGSB coupling system, and start the second stage for 7 to 9 days; that is, complete the quick start of the UAFB-EGSB cou...
specific Embodiment approach 2
[0056] Embodiment 2: The difference between this embodiment and Embodiment 1 is that the effective volume of the UAFB reactor 3 in step 2 is 2.55 L, and the amount of anaerobic digested sludge added is 300-450 mL. Other steps and parameters are the same as those in Embodiment 1.
[0057] The anaerobic digested sludge came from the UASB reactor of the State Key Laboratory of Urban Water Resources and Water Environment, Harbin Institute of Technology.
specific Embodiment approach 3
[0058] Specific embodiment three: the difference between this embodiment and specific embodiment one or two is: the effective volume of EGSB reactor 4 in step 2 is 1.53L, the volume of reaction zone is 1L, the volume of precipitation zone is 0.53L, AOB-ANAMMOX The amount of granular sludge added is 250-350mL. Other steps and parameters are the same as those in Embodiment 1 or 2.
PUM
Property | Measurement | Unit |
---|---|---|
diameter | aaaaa | aaaaa |
length | aaaaa | aaaaa |
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