Device and method for autotrophic denitrification of activated sludge based on continuous flow aao for phosphorus removal and partial denitrification
An autotrophic denitrification and activated sludge technology, applied in biological treatment devices, chemical instruments and methods, biological water/sewage treatment, etc., can solve problems such as difficulty in simultaneously meeting nitrogen and phosphorus effluent standards, increasing operating costs, and consuming large amounts of energy , to achieve the effect of reducing aeration energy consumption, reducing operating costs and saving energy
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
specific Embodiment approach 1
[0030] Specific implementation mode one: combine figure 1 As shown, the present embodiment relates to a kind of compound fixed biofilm-activated sludge autotrophic denitrification device based on continuous flow A / A / O dephosphorization and partial denitrification series, which is characterized in that the main body of the process is composed of urban sewage raw water tank ( 1), a continuous flow A / A / O dephosphorization partial denitrification device (2), an intermediate water tank (3), and a composite fixed biofilm-activated sludge autotrophic denitrification device (4) consist of four parts; Water inlet pipe (1.1), overflow pipe (1.2) and vent pipe (1.3) are set on the urban sewage raw water tank (1); described continuous flow A / A / O dephosphorization and partial denitrification device (2) It is divided into four areas by the open-hole partition, which are anoxic area (2.1), anaerobic reaction area (2.2), two-stage aerobic reaction area (2.3) and precipitation area (3) in sequ...
specific Embodiment approach 2
[0031] Specific embodiment two: This embodiment relates to an application method based on continuous flow A / A / O dephosphorization and partial denitrification series compound fixed biofilm-activated sludge autotrophic denitrification device, which is carried out according to the following steps:
[0032] 1. Inoculation sludge stage
[0033] Inoculate the phosphorus removal sludge in the continuous flow A / A / O phosphorus removal and partial nitrogen removal reactor, control the sludge concentration MLSS to 2000-4000mg / L, take the actual urban domestic sewage as the treatment object, and the sludge reflux ratio is 100 %-150%, the DO concentration in the aerobic reaction zone is not less than 2mg / L. The design value of hydraulic retention time is 0.5-1.0h in the anoxic zone, 0.5-1.0h in the anaerobic zone, 1.5-2.5h in the aerobic zone, and the sludge age SRT is 3-5d. The shorter HRT and SRT ensure continuous The phosphorus-accumulating bacteria in the flow A / A / O phosphorus removal...
specific Embodiment approach 3
[0042] Specific embodiment 3: The difference between this embodiment and the specific embodiment is that the perforated partitions are connected to each compartment by staggering upper and lower flow holes according to the direction of water flow; the sedimentation tank adopts a vertical flow type The upper part of the sedimentation tank is cylindrical, and the sludge bucket is a truncated inverted cone with an inclination angle of 60°. It adopts the method of central water inlet and peripheral triangular weir outlet. Other steps and parameters are the same as those in Embodiment 1.
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