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Water influent allocation optimization method in segmental influent and biological denitrification process

A technology of influent flow and biological denitrification, applied in biological water/sewage treatment, chemical instruments and methods, water/sludge/sewage treatment, etc., can solve distribution problems, achieve convenient operation and management, and easy process operation management , The effect of high total nitrogen removal rate

Active Publication Date: 2006-05-10
HARBIN INST OF TECH
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Problems solved by technology

[0015] In order to solve the distribution problem of influent flow rate in the existing stepwise influent biological denitrification process, the present invention provides an optimization method for influent flowrate distribution in the stepwise influent biological denitrification method. In the anoxic zone of the reactor, the denitrifying bacteria are given priority to denitrification reaction, and then enter the aerobic zone for the degradation and nitrification of organic matter, forming anoxic / aerobic / anoxic / Aerobic alternate operation structure, the water flow of each section in the reaction pool is distributed according to the following formula: Q 总 =λ max n-1 X+λ max n-2 X+…+λ max X+X, where λ max =0.31423x-0.88799, where: Q 总 is the total inflow flow, n is the number of sections, λ max is the maximum flow ratio, X is the influent flow in the last section, and x is the C / N ratio of influent

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  • Water influent allocation optimization method in segmental influent and biological denitrification process
  • Water influent allocation optimization method in segmental influent and biological denitrification process
  • Water influent allocation optimization method in segmental influent and biological denitrification process

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specific Embodiment approach 1

[0028] Specific implementation mode 1: This implementation mode is realized in this way: the sewage enters the anoxic zone of the reactor in a segmented form, and is given priority to denitrifying bacteria for denitrification reaction, and then enters the aerobic zone for degradation and nitrification of organic matter The reaction, along the reactor, constitutes an anoxic / aerobic / anoxic / aerobic alternating operation structure in space, and the influent flow rate of each section in the reaction tank is distributed according to the following formula: Q 总 =λ max n-1 X+λ max n-2 X+…+λ max X+X, where: Q 总 is the total inflow flow, n is the number of sections, λ max is the maximum flow ratio, X is the inflow flow of the last section; where λ max =0.31423x-0.88799 (x is the C / N ratio of influent water).

[0029]In the stepwise influent biological denitrification method, there is a maximum flow ratio λ between every two adjacent stages max The nitrate produced by the nitrific...

specific Embodiment approach 2

[0032] Specific embodiment two: the implementation process of the present invention is relatively simple. In the implementation process, the maximum flow ratio coefficient λ between the last two sections can be determined through experiments, and then this ratio can be applied to other sections. Under the condition that the total influent flow Q is constant, set the influent flow in the last stage as X, which has the following relationship (take the four-stage process as an example): Q=λ 3 X+λ 2 X+λX+X. According to this formula, the inflow flow of each section can be obtained.

[0033] In this embodiment, beer wastewater, NH 4 Cl, MgSO 4 , CaCl 2 、KH 2 PO 4 and NaHCO 3 The simulated domestic sewage prepared with tap water was taken as the research object, and the experimental research work was carried out on the biological denitrification technology of sub-influential water. The operating parameters of the process are: a four-stage water inflow process is adopted, th...

specific Embodiment approach 3

[0038] Specific implementation mode three: In this implementation mode, the sewage of the living quarters of the second campus of Harbin Institute of Technology is used as the treatment object, and the applicability and implementability of the present invention are tested and verified, and satisfactory results have been achieved. The C / N ratio of domestic sewage in the community does not change much, ranging from 7.25 to 9.1. During the implementation process, the C / N ratio of the raw water quality is first measured, and then the flow ratio coefficient λ is determined according to the above table. During the three-month test process, the total nitrogen removal rate has been kept above 92.5%, achieving strong denitrification efficiency and operation effect, further proving that the invention has strong applicability and implementability. The invention simplifies the operation and management of the process by introducing the flow rate ratio coefficient, and provides the most impo...

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Abstract

The invention discloses a method for optimizing inflow distribution in the process of graded inflow biological denitrification, which relates to a method for optimization operation in the process of graded-inflow biological denitrification. For solving the inflow distribution problem in the prior graded-inflow biological denitrification process, in the invention, the wastewater flows into the anoxic zone of the reactor with graded type, supplies firstly the denitrifying bacteria to generate denitrification reaction, then flows into aerobic zone to generate organic matter degradation and nitration, the anoxia / aerobic / anoxia / aerobic alternative operation structure is formed in spacing along the reactor, the inflow in every section of the reaction tank is distributed by the following formula: Qtotal= lambdamaxnn-1X+ lambdamaxnn-2X + lambdamaxX+ X, among it, lambdamax= 0.31423x- 0.88799. By theoretical analysis and test checking, the invention provides an optimization process for inflow distribution to come up to high total nitrogen clearance. The invention is characterized in that it is simple and is convenient to operate.

Description

technical field [0001] The invention relates to an optimized operation method for a segmented water inflow biological denitrification process, in particular to an optimization method for the inflow flow distribution of a segmented water inflow biological denitrification process. Background technique [0002] The stepwise influent biological denitrification process is a newly developed biological denitrification method in recent years, see figure 1 , which has the following advantages: [0003] ①It has a high total nitrogen removal rate. The theoretical denitrification rate of the staged influent biological denitrification process is calculated by the following formula: [0004] η = ( 1 - α 1 + r ) × 100 % , Among them, α is the percentage of ...

Claims

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Application Information

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IPC IPC(8): C02F3/30C02F3/34
Inventor 彭永臻祝贵兵王淑莹
Owner HARBIN INST OF TECH