CN203754502U - Integrated dispersed domestic sewage treatment device - Google Patents

Integrated dispersed domestic sewage treatment device Download PDF

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Publication number
CN203754502U
CN203754502U CN201420131012.3U CN201420131012U CN203754502U CN 203754502 U CN203754502 U CN 203754502U CN 201420131012 U CN201420131012 U CN 201420131012U CN 203754502 U CN203754502 U CN 203754502U
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CN
China
Prior art keywords
reaction tank
tank
anaerobic
aerobic
treatment device
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201420131012.3U
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Chinese (zh)
Inventor
朱延美
刘风霞
王仁亮
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Taishan Medical University
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Taishan Medical University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Taishan Medical University filed Critical Taishan Medical University
Priority to CN201420131012.3U priority Critical patent/CN203754502U/en
Application granted granted Critical
Publication of CN203754502U publication Critical patent/CN203754502U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses an integrated dispersed domestic sewage treatment device. The integrated dispersed domestic sewage treatment device comprises an anaerobic sedimentation tank, an anaerobic baffled reaction tank, an aerobic tank and an anoxic tank which are connected sequentially, wherein the level difference between adjacent reaction tanks is 10mm, an anaerobic treatment-aerobic treatment-anoxic treatment process is formed, the flow of water between the reaction tanks is guided by a partition plate, the partition plate is located in the next reaction tank, a water inlet is connected with the upper end of the previous reaction tank and a water outlet is located at the bottom of the next reaction tank. The sewage treatment device disclosed by the utility model takes full use of the powerful combination of anaerobic and aerobic biological processes and has the advantages of low operation cost, convenience in management and maintenance and good effluent quality.

Description

A kind of dispersed wastewater integrated treatment unit
Technical field
The utility model relates to a kind of dispersed wastewater integrated treatment unit.
Background technology
The current processing mode for China's domestic sewage in rural areas by using is mainly selected artificial swamp, stabilization pond, soil processing etc., and above-mentioned process operation expense is relatively low, and management maintenance suitably can be obtained good water treatment effect; But general floor space is larger, once mismanagement also can cause secondary pollution.
Summary of the invention
In order to overcome the deficiencies in the prior art, the utility model provides a kind of dispersed wastewater integrated treatment unit, and this waste disposal plant makes full use of the advantage of combining of anaerobe process and aerobe process, and running cost is low, be easy to management maintenance, effluent quality is good.
The technical solution of the utility model is: a kind of dispersed wastewater integrated treatment unit, comprise the anaerobism settling tank, anaerobic baffled reaction tank, Aerobic Pond, the anoxic pond that connect successively, liquid level between each adjacent reaction tank is poor is 10mm, form the treating processes of anaerobic-aerobic-anoxic, between above-mentioned reaction tank, the dividing plate that flows through of water carries out water conservancy diversion, a reaction tank after dividing plate is positioned at, water-in is connected with the upper end of last reaction tank, a reaction tank bottom after water outlet is positioned at.
In anaerobism settling tank described in the utility model, ingress is provided with screen cloth, is provided with sludge pit at the bottom of pond.
The beneficial effects of the utility model are: the utility model waste disposal plant makes full use of the advantage of combining of anaerobe process and aerobe process, and running cost is low, is easy to management maintenance, and effluent quality is good.
Brief description of the drawings
Fig. 1 is the utility model one-piece construction schematic diagram.
Embodiment
A kind of dispersed wastewater integrated treatment unit, comprise the anaerobism settling tank 1, anaerobic baffled reaction tank 2, Aerobic Pond 3, the anoxic pond 4 that connect successively, liquid level between each adjacent reaction tank is poor is 10mm, form the treating processes of anaerobic-aerobic-anoxic, between above-mentioned reaction tank, the dividing plate that flows through of water carries out water conservancy diversion, a reaction tank after dividing plate is positioned at, water-in is connected with the upper end of last reaction tank, a reaction tank bottom after water outlet is positioned at.
The interior ingress of anaerobism settling tank 1 described in the utility model is provided with screen cloth 5, is provided with sludge pit at the bottom of pond.
Anaerobic baffled reaction tank installs the soft-filler of volume ratio 10-20% additional, adopts tower structure, and limit portion is provided with dividing plate; Aerobic Pond adopts the soft filler of frame-type, and packing density is 50-70%; Anoxic pond installs the floating stuffing of 30-40% additional, and this filler can be inoculated Denitrifying Phosphate Accumulating Organisms in advance, strengthens Nitrogen/Phosphorus Removal, and Aerobic Pond 3 bottoms are provided with aeration head.

Claims (3)

1. a dispersed wastewater integrated treatment unit, it is characterized in that: comprise the anaerobism settling tank, anaerobic baffled reaction tank, Aerobic Pond, the anoxic pond that connect successively, liquid level between each adjacent reaction tank is poor is 10mm, form the treating processes of anaerobic-aerobic-anoxic, between above-mentioned reaction tank, the dividing plate that flows through of water carries out water conservancy diversion, a reaction tank after dividing plate is positioned at, water-in is connected with the upper end of last reaction tank, a reaction tank bottom after water outlet is positioned at.
2. a kind of dispersed wastewater integrated apparatus as claimed in claim 1, is characterized in that: in anaerobism settling tank, ingress is provided with screen cloth, is provided with sludge pit at the bottom of pond.
3. a kind of dispersed wastewater integrated apparatus as claimed in claim 1, is characterized in that: last lattice of anaerobic baffled reaction tank, Aerobic Pond, anoxic pond all install filler additional.
CN201420131012.3U 2014-03-24 2014-03-24 Integrated dispersed domestic sewage treatment device Expired - Fee Related CN203754502U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420131012.3U CN203754502U (en) 2014-03-24 2014-03-24 Integrated dispersed domestic sewage treatment device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420131012.3U CN203754502U (en) 2014-03-24 2014-03-24 Integrated dispersed domestic sewage treatment device

Publications (1)

Publication Number Publication Date
CN203754502U true CN203754502U (en) 2014-08-06

Family

ID=51249801

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420131012.3U Expired - Fee Related CN203754502U (en) 2014-03-24 2014-03-24 Integrated dispersed domestic sewage treatment device

Country Status (1)

Country Link
CN (1) CN203754502U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104211179A (en) * 2014-10-07 2014-12-17 重庆市农业科学院 Household domestic sewage drop aeration biological enhanced treatment device
CN104609553A (en) * 2014-12-12 2015-05-13 浙江德安科技股份有限公司 Co-peasant household type sewage treatment plant
CN113800716A (en) * 2021-09-16 2021-12-17 湖南湘新水务环保投资建设有限公司 Sewage treatment box and combined sewage treatment station

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104211179A (en) * 2014-10-07 2014-12-17 重庆市农业科学院 Household domestic sewage drop aeration biological enhanced treatment device
CN104609553A (en) * 2014-12-12 2015-05-13 浙江德安科技股份有限公司 Co-peasant household type sewage treatment plant
CN113800716A (en) * 2021-09-16 2021-12-17 湖南湘新水务环保投资建设有限公司 Sewage treatment box and combined sewage treatment station

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140806

Termination date: 20150324

EXPY Termination of patent right or utility model