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Integrated double-circulation oxidation ditch device for town sewage and treatment method

A sewage treatment method and technology for urban sewage, applied in biological water/sewage treatment, water/sewage multi-stage treatment, water/sludge/sewage treatment, etc. Simplicity, the effect of reducing investment and operating costs

Pending Publication Date: 2021-10-01
GUIZHOU UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Benefits of technology

This new technology allows city water pollution control systems to efficiently treat harmful substances from various sources such as domestic wastes or industrial processes without adding more chemicals that are expensive compared with existing methods like biological ones. It also helps reduce costs by reducing the amount of time it takes to process these materials before they can be released into public waters.

Problems solved by technology

The technical problem addressed in this patented text relating to improving the use of recycled or greenhouse gas emissions from household sources like coal burning power generation systems due to their wide range of variation with time varying demands and limited availabilities. Current methods involve expensive treatments involving various types of equipment, leading to increased costs associated with landfill disposal operations. There is thus a strong motivator behind the challenge of finding ways to efficiently remove pollution elements without causing negative effects upon humans and wildlife worldwide.

Method used

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  • Integrated double-circulation oxidation ditch device for town sewage and treatment method
  • Integrated double-circulation oxidation ditch device for town sewage and treatment method
  • Integrated double-circulation oxidation ditch device for town sewage and treatment method

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Effect test

Embodiment 1

[0045] Such as figure 1 The shown urban sewage integrated double-circulation oxidation ditch device includes anaerobic zone A1, anoxic zone (B1, B2), aerobic zone (C3, C4), and secondary sedimentation tank D; the anoxic zone (B1, B2) includes the first anoxic zone B1 and the second anoxic zone B2; the aerobic zone (C3, C4) includes the first aerobic zone C3 and the second aerobic zone C4;

[0046] The anaerobic zone A1 is provided with a water inlet 1, and the lower end of the partition wall between the anaerobic zone A1 and the anoxic zone (B1, B2) is provided with a first communication port 3, and the anoxic zone (B1 , B2) and the lower end of the partition wall between the aerobic zone (C3, C4) is provided with a second communication port 6, and the lower end between the aerobic zone (C3, C4) and the secondary sedimentation tank D is provided with a third communication port mouth 12; the first diversion wall 5 is provided in the anoxic zone (B1, B2), the second diversion w...

Embodiment 2

[0053] The method for treating sewage by using an integrated double-circulation oxidation ditch device for urban sewage comprises the following steps:

[0054] 1), the sewage enters the anaerobic zone A1 from the water inlet 1 through the delivery pipeline of the pipe network, and under the action of the pushing flow of the first submersible mixer 2, the sewage mixed solution utilizes the anaerobic environment, and the anaerobic bacteria group During the metabolic process of organic matter, the phosphorus in the phosphorus-accumulating particles in the sewage mixture is released, which provides the necessary conditions for the next step in the aerobic zone (C3, C4) for the process of excessive phosphorus absorption; at the same time, through the reflux The sewage mixed solution entering through the pipe 15 ensures the required sludge concentration in the biochemical process of the integrated double-circulation oxidation ditch; the sludge mixed solution that has completed the an...

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PUM

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Abstract

The invention discloses an integrated double-circulation oxidation ditch device for town sewage and a treatment method. The integrated double-circulation oxidation ditch device comprises an anaerobic zone, an anoxic zone, an aerobic zone and a secondary sedimentation tank which are communicated in sequence, the anoxic zone comprises a first anoxic zone and a second anoxic zone; the aerobic zone comprises a first aerobic zone and a second aerobic zone, and a reflux pump is arranged between the anoxic zone and the aerobic zone. The anaerobic zone, the anoxic zone and the aerobic zone are internally provided with submersible stirrers, and the anoxic zone and the aerobic zone are respectively provided with a partition wall and a guide wall to form circulation in each zone; and the synchronous denitrification and phosphorus removal effect of nitrate nitrogen is realized in the anoxic zone, so that the purposes of stably removing organic pollutants COD and removing nitrogen and phosphorus are achieved, the COD removal effect is improved, and the nitrification and denitrification nitrogen removal and phosphorus removal efficiency is improved. The integrated structure of the device has the characteristics of simple structure operation and low cost, and the investment and operation cost can be further reduced.

Description

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Claims

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Application Information

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Owner GUIZHOU UNIV
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