Regeneration method for urban sewage by continuous flow

A technology for urban domestic sewage and water inflow, which is applied in chemical instruments and methods, multi-stage water/sewage treatment, water/sludge/sewage treatment, etc. Loss of nitrosation effect and other problems, to achieve the effect of high phosphorus removal efficiency and power cost saving

Active Publication Date: 2013-05-22
BEIJING UNIV OF TECH
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Problems solved by technology

With the nitrosation process realized by CSTR, the ratio of nitrite nitrogen to ammonia nitrogen in the effluent can only reach about 1, not 1.31, which cannot meet the needs of anaerobic ammonium oxidation, and long-term operation is easy to turn to full-process nitrification, losing the effect of nitrosation

Method used

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  • Regeneration method for urban sewage by continuous flow
  • Regeneration method for urban sewage by continuous flow
  • Regeneration method for urban sewage by continuous flow

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Embodiment Construction

[0038] The water used for the test was effluent from a septic tank in a community in Beijing. The water temperature was 20-22°C. The raw water COD was 290.0-313.0mg / L, the ammonia nitrogen was 54.5-64.2mg / L, the total nitrogen was 59-72mg / L, and the nitrite nitrogen And nitrate nitrogen is less than 0.2mg / L, TP is 5.92-7.81mg / L.

[0039] The length × width × height of the anaerobic-aerobic process reactor is 2m × 0.6m × 1m, and the effective volume is 1.08m 3 , divided into anaerobic zone and aerobic zone, which are separated by a perforated baffle, and the volume ratio is 1:3.5. The anaerobic zone is equipped with a mixer 2, and the aerobic zone is divided into three sections, and the aeration plate 3 is used for aeration. The air compressor 5 supplies air, the gas flow meter 4 adjusts the aeration rate, the online dissolved oxygen meter 6 measures the dissolved oxygen, the sedimentation tank 7 is a vertical flow type, the diameter is 0.5m, the central tube height is 0.95m, a...

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Abstract

The invention belongs to the technical field of water environment restoration and particularly relates to a regeneration method for urban sewage by continuous flow. In view of the problems existing in a conventional simultaneous nitrogen and phosphorus removal process of serious shortage of carbon sources due to competition for carbon sources in nitrogen and phosphorus removal, big differences in sludge ages of a denitrifier and phosphorus removal bacteria and demand for dissolved oxygen, insufficient alkalinity of sewage, difficulty in giving consideration to nitrogen and phosphorus removal effects concurrently and the like, through overall planning from the process flow and optimization of tasks of all processing units, the regeneration method can be used for removing phosphorus and organic matters by an anaerobic-aerobic process, partially oxidizing ammonia and nitrogen into nitrite nitrogen by a multistage completely hybrid nitrosation process, and realizing autotrophic denitrification by using an upward-flow anaerobic ammonia oxidation biofilter so as to achieve high-efficient low-carbon treatment and regeneration of the sewage, with effluent COD less than 45 mg/L, BOD less than 10 mg/L, TP less than 0.4 mg/L, and TN less than 10 mg/L, so that the treated sewage can reach the national primary standard A.

Description

technical field [0001] The invention belongs to the technical field of water environment restoration, and in particular relates to a continuous flow urban domestic sewage regeneration method. Background technique [0002] Up-to-standard discharge of sewage treatment is an important means to alleviate the crisis of water environment. The state promulgated the "Pollutant Discharge Standards for Urban Sewage Treatment Plants", requiring the effluent to reach Grade A, in which COD is less than 50mg / L, BOD is less than 10mg / L, TN is less than 15mg / L, and TP is less than 0.5mg / L. For nutrients control is particularly strict. Most of the processes currently used in my country's sewage treatment plants are based on the traditional theory of nitrogen and phosphorus removal, which has inherent shortcomings, and it is difficult to achieve Class A standard treatment and discharge. [0003] First of all, domestic sewage is sewage with a low carbon-to-nitrogen ratio. For denitrification...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C02F9/14
Inventor 李冬王斌吴迪梁瑜海高伟楠李德祥杨胤何永平门绚曾辉平张杰
Owner BEIJING UNIV OF TECH
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