Device and method for processing aerobic biofilm bypass flow A2O (Anaeroxic-Anoxic-Oxic) process of low C/N (Carbon-Nitrogen) urban sewage

A technology of urban sewage and aerobic biology, applied in the field of sewage treatment, to achieve the effect of increasing nitrification rate, saving carbon source and prolonging sludge age

Inactive Publication Date: 2011-06-08
BEIJING UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, it is difficult to make A 2 The denitrification and phosphorus removal of the O process...

Method used

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  • Device and method for processing aerobic biofilm bypass flow A2O (Anaeroxic-Anoxic-Oxic) process of low C/N (Carbon-Nitrogen) urban sewage
  • Device and method for processing aerobic biofilm bypass flow A2O (Anaeroxic-Anoxic-Oxic) process of low C/N (Carbon-Nitrogen) urban sewage

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Embodiment 1

[0023] An aerobic biofilm bypass A for treating low C / N urban sewage 2 The device of the O process comprises sequentially connected water inlet tanks 1, A 2 O reactor 2, secondary settling tank 3, effluent water tank 4 constitute. A 2 O reactor 2 is divided into pre-anoxic zone 7 , anaerobic zone 8 , anoxic zone 9 and aerobic zone 10 . A 2 The pre-anoxic zone 7, the anaerobic zone 8 and the anoxic zone 9 of the O reactor are respectively equipped with stirring devices, and the sludge return pipeline at the bottom of the sludge hopper of the secondary settling tank 3 passes through the return pump and A 2 The water inlet end of the pre-anoxic zone 7 of the O reactor 2 is connected, A 2 The effluent of O2 aerobic zone 10 passes through the nitrification liquid return pipeline and return pump and A 2 The water inlet ends of the anoxic zone 9 of the O reactor 2 are connected.

[0024] The sewage treatment method has the following steps:

[0025] (a) The raw water is pumped ...

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Abstract

The invention discloses a device and method for processing the aerobic biofilm bypass flow A2O (Anaeroxic-Anoxic-Oxic) process of low C/N (Carbon-Nitrogen) urban sewage, belonging to the field of sewage treatment. The method comprises the following steps of: enabling partial raw water and the returned sludge of a secondary sedimentation tank to together enter a pre-anoxic zone of an A2O reactor; removing nitric nitrogen in the refluxed sludge by denitrifying bacteria through denitrification; enabling the raw water to simultaneously enter an anaerobic zone of the A2O reactor, absorbing a great amount of biodegradable organic matter by poly-p bacteria in the anaerobic zone, storing in vivo in a PHAs mode and releasing a great amount of phosphor; and enabling mixed liquid and nitrified liquid from the aerobic terminal to together enter the anoxic zone of the A2O reactor, carrying out denitrification by using the denitrifying bacteria with the nitric nitrogen as an electronic receptor and organic matter as an electronic donator, and carrying out denitrification dephosphorization by using denitrification dephosphorization bacteria with the nitric nitrogen as the electronic receptor and the in-vivo PHAs as the electronic donator. The aerobic zone of the A2O reactor is mainly used for nitrification.

Description

technical field [0001] The invention relates to an urban sewage treatment device and method, which can achieve deep denitrification and dephosphorization of low C / N sewage, and belongs to the field of sewage treatment. Background technique [0002] The "eutrophication" caused by the excessive discharge of nutrients such as nitrogen and phosphorus has posed a serious threat to people's normal production and life. The most important way to control the eutrophication of water bodies is to deeply remove nitrogen and phosphorus from sewage, starting from the source of pollution Prevention and treatment. Carbon source is one of the more important factors affecting sewage treatment, and the most obvious feature of urban domestic sewage in my country is low C / N, which requires us to propose a process that can deeply remove nitrogen and nitrogen from low C / N domestic sewage phosphorus. Almost all simultaneous denitrification and phosphorus removal processes are single-sludge systems...

Claims

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Application Information

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IPC IPC(8): C02F3/30
Inventor 彭永臻王建华陈永志王淑莹李欣
Owner BEIJING UNIV OF TECH
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