A low-concentration ammonia nitrogen sewage treatment device and treatment method
A sewage treatment device, low-concentration ammonia nitrogen technology, applied in biological water/sewage treatment, water/sludge/sewage treatment, water treatment parameter control, etc. Set difficulties and other problems to achieve the effect of saving aeration and commercial carbon sources
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0052] A low-concentration ammonia nitrogen sewage treatment device, such as figure 1 As shown, it includes: water inlet tank 1, reactor 2 and terminal sedimentation tank 3; reactor 2 includes aerobic I zone 21, intermediate sedimentation tank 22, aerobic II zone 23, anoxic I zone 24, anoxic II zone 25.
[0053] The water outlet of the water inlet tank 1 is provided with a water inlet pump 11, and the water inlet of the water inlet pump 11 communicates with the water inlet tank 1, and the water outlet of the water inlet pump 11 communicates with the liquid inlet of the aerobic zone I zone 21.
[0054] The aerobic zone I 21 is provided with a first aeration component 26 . The first aeration part 26 is provided with a time controller 261 for controlling the aeration time.
[0055] The liquid inlet of the intermediate sedimentation tank 22 communicates with the liquid outlet of the aerobic zone I zone 21, and the intermediate sedimentation tank 22 is provided with a first sludg...
Embodiment 2
[0068] This embodiment provides a method for treating low-concentration ammonia-nitrogen sewage, which is carried out by using the low-concentration ammonia-nitrogen sewage treatment device in Embodiment 1, and the specific method is as follows.
[0069] S1. Membrane formation (startup stage): Control the DO in the aerobic zone II to 2-3mg / L and add 50mg / L equivalent NH to the influent 4 Cl solution to increase influent NH 4 + -N concentration, promotes the growth of ANAMMOX biofilm, NO 2 - -N accumulation is obvious, effluent NO 2 - -N / NH 4 + -N is approximately equal to 1. The removal of TN in the aerobic zone Ⅱ accounted for 40% of the whole process, while the total anoxic zone accounted for 30%.
[0070] S2. Treatment of sewage (operating phase):
[0071] After the successful start-up of film hanging, the actual domestic sewage (65-75mg / L) is used as the influent, and the sludge in the terminal sedimentation tank enters the aerobic zone II through the sludge retur...
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