Multi-point water-inflow circulating A/O (Anaerobic/Oxic) sewage treatment system and treatment process thereof
The technology of a sewage treatment system and treatment process is applied in the field of multi-point water inlet circulation A/O sewage treatment system and its treatment process, which can solve the problems of increasing the number of reactor stages, and achieve the increase of the number of reactor stages and the convenience of operation and use. , the effect of reducing adverse effects
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0034] In this embodiment, the multi-point water inflow circulation A / O sewage treatment system includes parallel four-stage reactors, and each stage reactor includes an anoxic pool and an aerobic pool connected in series, wherein the aerobic pools of adjacent stages The pools are connected to each other, and a return pipe is set between the anoxic pools of the same level and the bottom of the aerobic pools through a low-head return pump; the upper part of the anoxic pools at each level is equipped with sewage inlets, and the last level of aerobic pools The upper part of the pool is provided with a liquid outlet, and the lower part is provided with a vent.
Embodiment 2
[0036] In this embodiment, the multi-point water inflow circulation A / O sewage treatment system includes parallel four-stage reactors, and each stage reactor includes an anoxic pool and an aerobic pool connected in series, wherein the aerobic pools of adjacent stages The pools are connected to each other, and a return pipe is set between the anoxic pools of the same level and the bottom of the aerobic pool through a low head return pump, and the return line is provided with a flow control device; There are sewage inlets, and each sewage inlet is equipped with a flow control device; the upper part of the last aerobic pool is provided with a liquid outlet, and the lower part is provided with a vent port; the volume ratio between the anoxic pool and the aerobic pool of the same level is 1 :2.
Embodiment 3
[0038] The multi-point inflow cycle A / O sewage treatment process in this embodiment includes the following steps (refer to the system in Embodiment 1 or Embodiment 2):
[0039] (1) Pass the pretreated sewage into the anoxic pools at all levels for denitrification, and then the mixed solution enters the aerobic pools for nitrification.
[0040] (2) Part of the mixed liquid in the first-level aerobic tank is pumped back to the first-level anoxic tank through the low-head reflux pump, mixed with the newly introduced sewage for reaction, and then enters the first-level aerobic tank again;
[0041] (3) The mixed solution in the primary aerobic tank enters the secondary aerobic tank and mixes with the mixed solution in the secondary aerobic tank, and part of the mixed solution in the secondary aerobic tank is pumped back to the secondary aerobic tank through the low head return pump. In the first-level anoxic pool, it mixes with the newly introduced sewage to react and then enters t...
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