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Funnel cap drive aerobic reaction sewage treatment device and method

A sewage treatment device, aerobic reactor technology, applied in the direction of biological treatment device, biological water/sewage treatment, water/sludge/sewage treatment, etc., can solve the problem of near-zero maintenance of small-volume sewage, and achieve only zero The effect of maintenance, solving technical requirements, and efficient processing

Pending Publication Date: 2019-11-15
HARBIN INST OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] The first purpose of the present invention is to solve the technical demand for near-zero maintenance of small-volume sewage. The present invention provides a wind cap-driven aerobic reaction sewage treatment device

Method used

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  • Funnel cap drive aerobic reaction sewage treatment device and method
  • Funnel cap drive aerobic reaction sewage treatment device and method
  • Funnel cap drive aerobic reaction sewage treatment device and method

Examples

Experimental program
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specific Embodiment approach 1

[0032] A hood-driven aerobic reaction sewage treatment device, including a septic tank 01 arranged below the ground and a hood-driven aerobic reactor 02, the hood-driven aerobic reactor 02 includes a tank body 1, an air outlet pipe 2, an inlet Air duct 3, packing layer 4, porous drain plate 5 and baffle plate 6, the tank body 1 is arranged below the ground, and the air outlet duct 2 and the air inlet duct 3 are vertically arranged at the left and right ends of the tank body 1 respectively And communicate with the tank body 1, the air outlet duct 2 and the upper end of the air inlet duct 3 protrude from the ground, the porous drain plate 5 is horizontally arranged inside the tank body 1 and connected with the left side wall and the front and rear side walls of the tank body 1, The packing layer 4 is arranged above the porous drain plate 5, the septic tank 01 communicates with the packing layer 4 through pipes, and the baffle plate 6 is fixed on the right end of the upper surface...

specific Embodiment approach 2

[0043] A kind of sewage treatment method that utilizes described a kind of wind cap to drive aerobic reaction sewage treatment device, comprises the following steps:

[0044] Step 1: The sewage is discharged into the septic tank 01 through the sewage pipe 015. After solid-liquid separation, the sewage flows into the packing layer 4 of the air cap to drive the aerobic reactor 02 by its own gravity through the pipe. The packing layer 4 contacts with the sewage to form biological membrane;

[0045] Step 2: The hood rotates under the action of natural wind from the outside, and the air sucked into the air inlet pipe 3 passes through the through hole II of the porous drain plate 5 and the packing layer 4 in turn, and is discharged through the air outlet pipe 2. The biofilm and sewage In full contact with the air, the microorganisms on the biofilm react aerobically with the organic matter in the sewage to complete the purification of the sewage;

[0046] Step 3: The purified sewage...

Embodiment 1

[0049] Sewage and feces (mixed feces) enter the first septic area 011 and the second septic area 012 through the sewage pipe 015. The feces are deposited at the bottom of the first septic area 011 and the second septic area 012 and are cleaned regularly, and the sewage enters through the water pipe I12 The hood drives the pre-oxygenation tank 9 of the sewage reactor 02, and the air pump 11 feeds air into the pre-oxygenation tank 9 through the inflation pipe 10, and the electric drive of the air pump is completed by the solar panel 14. The sewage prepared for oxygenation is evenly distributed downward through the water distribution pipe 13 with water distribution holes, and sprinkled on the surface of the filler layer 4 fillers. The filler in the filler layer 4 contacts with the sewage to form a biofilm, and additional biological flora can also be added to promote the formation of the biofilm. The aerobic reaction gas source of the biofilm is driven by the wind cap 7 . The wind...

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Abstract

The invention discloses a funnel cap drive aerobic reaction sewage treatment device and method, and belongs to the technical field of sewage treatment. The funnel cap drive aerobic reaction sewage treatment device comprises a septic tank and a funnel cap drive aerobic reactor. The funnel cap drive aerobic reactor comprises a tank body, an air outlet pipeline, an air inlet pipeline, a filler layer,a porous waterfall board and a baffle. The tank body is arranged underground. The air outlet pipeline and the air inlet pipeline are arranged vertically and communicated with the tank body. The upperend of the air outlet pipeline and the upper end of the air inlet pipeline extends out of the ground. The porous waterfall board is horizontally arranged in the tank body. The filler layer is arranged on the upper side of the porous waterfall board. The septic tank is communicated with the filler layer through a pipeline. The baffle is fixed to the right end of the upper surface of the porous waterfall board and connected with the upper side wall, the front side wall and the rear side wall of the tank body. The pipeline opening, extending out of the ground, of the air outlet pipeline is provided with a funnel cap. Sewage has the water outlet COD lower than 100 mg / L and the ammonia nitrogen lower than 15 mg / L and meets the discharge standards of country sanitary sewage in many places afterbeing processed by the funnel cap drive aerobic reaction sewage treatment device.

Description

technical field [0001] The invention belongs to the technical field of sewage treatment, and in particular relates to a wind cap-driven aerobic reaction sewage treatment device and method. Background technique [0002] With the rapid development of my country's economy and the implementation of the strategic layout of beautiful villages, it is imminent to efficiently treat rural sewage, which is also an effective measure to improve the living environment of villagers. [0003] At present, in the treatment of urban domestic sewage in my country, the traditional anaerobic-anoxic-aerobic (commonly known as AAO) process and circulating activated sludge (commonly known as CASS) process are mostly used to achieve the removal of organic matter (calculated as COD) and nitrogen and phosphorus. . However, for rural sewage, there are problems such as too small water volume, large fluctuations in water volume, and weak operation capacity of residents. It is difficult for rural residents...

Claims

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Application Information

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IPC IPC(8): C02F3/34C02F3/10C02F101/16
CPCC02F3/34C02F3/10C02F2101/16C02F2203/006Y02W10/10
Inventor 陈志强陈理想赵伟
Owner HARBIN INST OF TECH