CN1631817A - Integrated anaerobic-wetland wastewater treatment device and method - Google Patents

Integrated anaerobic-wetland wastewater treatment device and method Download PDF

Info

Publication number
CN1631817A
CN1631817A CNA2003101040633A CN200310104063A CN1631817A CN 1631817 A CN1631817 A CN 1631817A CN A2003101040633 A CNA2003101040633 A CN A2003101040633A CN 200310104063 A CN200310104063 A CN 200310104063A CN 1631817 A CN1631817 A CN 1631817A
Authority
CN
China
Prior art keywords
anaerobic
filter
treatment
anaerobe
enters
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.)
Granted
Application number
CNA2003101040633A
Other languages
Chinese (zh)
Other versions
CN1315743C (en
Inventor
邓良伟
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.)
Biogas Institute of Ministry of Agriculture
Original Assignee
Biogas Institute of Ministry of Agriculture
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 Biogas Institute of Ministry of Agriculture filed Critical Biogas Institute of Ministry of Agriculture
Priority to CNB2003101040633A priority Critical patent/CN1315743C/en
Publication of CN1631817A publication Critical patent/CN1631817A/en
Application granted granted Critical
Publication of CN1315743C publication Critical patent/CN1315743C/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E50/00Technologies for the production of fuel of non-fossil origin
    • Y02E50/30Fuel from waste, e.g. synthetic alcohol or diesel
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

The invention belongs to waste water processing field, which is mainly used for waste water procession of living, animal breeding and industry, includes underground anaerobe processing system and man damp zone processing system above it. The main steps are: the waste water passes through the holes of water feeding room and enters into anaerobe digestion pool after crossing 3 ; then it enters into anaerobe filtration pool in which is flexible or softer filler; it enters into 2- 4 filtration pool; through the holes above the 2 - 4 filtration pool, it enters into the man damp zone to be processed; marsh gas generated is stored in the upper parts of anaerobe digestion pool and anaerobe filtration pool, in the course of anaerobe generating and being used, the man damp zone is in the condition of dry and damp which replacing each other, with the antinitration / antinitrosation effect. The device has the following advantages: no need for energy, low cost for operation management, little mud, convenient operation management, easy to be maintained, marsh gas as energy can be recycled and no need for single device for storing marsh gas.

Description

一体化厌氧-湿地废水处理装置与方法Integrated anaerobic-wetland wastewater treatment device and method

技术领域  本发明属于环境工程废水处理领域,主要用于生活污水处理,畜禽养殖废水处理以及工业废水处理。Technical Field The present invention belongs to the field of environmental engineering wastewater treatment, and is mainly used for domestic sewage treatment, livestock and poultry breeding wastewater treatment and industrial wastewater treatment.

背景技术  概括起来,废水处理有物理处理法、化学处理法、物化处理法以及生物处理法。物理处理法仅用于去除粗大固体物质,主要用于预处理。其余三种处理方法用于去除溶解性和胶体性有机物,其中生物处理是最为经济有效的方法,广泛用于工业有机废水、城镇生活污水的处理。生物处理又有厌氧处理、好氧处理以及自然处理等,各有所长,厌氧处理直接处理高浓度有机废水,能耗低,但出水有机物浓度高;好氧处理处理出水有机物浓度低,但能耗高;自然处理出水浓度低,特别是对氮磷去除效果好,但占地大。本发明基于厌氧处理与自然处理的优点,规避自然处理占地多的缺点,开发一种一体化的厌氧处理-人工湿地废水处理装置与方法。Background technology To sum up, wastewater treatment includes physical treatment, chemical treatment, physicochemical treatment and biological treatment. Physical treatment is only used to remove coarse solids and is mainly used for pretreatment. The remaining three treatment methods are used to remove dissolved and colloidal organic matter, among which biological treatment is the most economical and effective method, widely used in the treatment of industrial organic wastewater and urban domestic sewage. Biological treatment includes anaerobic treatment, aerobic treatment and natural treatment, etc., each has its own strengths. Anaerobic treatment directly treats high-concentration organic wastewater with low energy consumption, but the concentration of organic matter in the effluent is high; the concentration of organic matter in the effluent treated by aerobic treatment is low. However, the energy consumption is high; the effluent concentration of natural treatment is low, especially for the removal of nitrogen and phosphorus, but it occupies a large area. Based on the advantages of anaerobic treatment and natural treatment, the invention avoids the disadvantage of natural treatment occupying a large area, and develops an integrated anaerobic treatment-constructed wetland wastewater treatment device and method.

发明内容  本发明将厌氧处理系统建于地下,在厌氧处理系统上建人工湿地,使地埋式厌氧处理系统与人工湿地处理系统成为一整体。废水经过格栅后进入地埋式厌氧处理系统,经地埋式厌氧处理系统处理后进入位于厌氧处理系统顶部的人工湿地进行进一步处理。厌氧处理系统包括格栅、折流式厌氧消化池、折流式厌氧滤池和折流式兼性滤池。产生的沼气贮存于厌氧消化池和厌氧滤池的上部。当产生沼气时,沼气将厌氧消化池、厌氧滤池废水压往水压间、兼性滤池和人工湿地;当使用沼气时,水压间、兼性滤池和人工湿地的废水流入厌氧消化池、厌氧滤池内。在沼气产生、使用的交替过程中,人工湿地处于干湿交替状态,具有硝化-反硝化效果。本发明的废水处理装置与方法具有以下优点:Summary of the invention The present invention builds the anaerobic treatment system underground, and builds a constructed wetland on top of the anaerobic treatment system, so that the buried anaerobic treatment system and the constructed wetland treatment system are integrated. Wastewater enters the buried anaerobic treatment system after passing through the grid, and after being treated by the buried anaerobic treatment system, it enters the constructed wetland at the top of the anaerobic treatment system for further treatment. The anaerobic treatment system includes grille, baffled anaerobic digester, baffled anaerobic filter and baffled facultative filter. The generated biogas is stored in the upper part of the anaerobic digester and anaerobic filter. When biogas is produced, the biogas presses the wastewater from the anaerobic digester and anaerobic filter to the hydraulic pressure room, facultative filter and artificial wetland; when using biogas, the wastewater from the hydraulic pressure room, facultative filter and artificial wetland flows into Anaerobic digester, anaerobic filter. During the alternating process of biogas production and use, the constructed wetland is in an alternating state of dryness and wetness, with nitrification-denitrification effects. The wastewater treatment device and method of the present invention have the following advantages:

a可就近处理就近排放;a It can be disposed of nearby and discharged nearby;

b不耗能、运行管理费用低;b No energy consumption, low operation and management costs;

c污泥少;c less sludge;

d运行管理方便,不需专人管理,易于维护;d Convenient operation and management, no special management is required, and easy maintenance;

e可以回收能源—沼气;e can recover energy - biogas;

f不需要再单独建沼气贮气装置。f There is no need to build a biogas storage device separately.

附图说明  附图是一体化厌氧-湿地废水处理装置示意图,废水处理步骤如下:Description of the drawings The attached drawing is a schematic diagram of an integrated anaerobic-wetland wastewater treatment device. The wastewater treatment steps are as follows:

a废水首先经过格栅1拦截粗大残渣等固态物质,格栅井可兼作沉砂池。a The waste water passes through the grid 1 first to intercept solid substances such as coarse residues, and the grid well can also be used as a grit chamber.

b经过格栅后的废水通过进水间2的布水孔进入厌氧消化池3,进水间也是水压间。厌氧消化池的作用在于将废水中的颗粒状的无机、有机物质和寄生虫卵沉淀分离,去除大部分悬浮物,减少进入厌氧滤池的悬浮物浓度,沉淀的固态有机物以及部分溶解的和胶体状有机物在厌氧消化池发厌氧酵产生沼气。b. After passing through the grille, the waste water enters the anaerobic digester 3 through the water distribution hole in the water inlet room 2, and the water inlet room is also a hydraulic pressure room. The role of the anaerobic digestion tank is to separate the granular inorganic and organic matter and parasite eggs in the wastewater, remove most of the suspended matter, reduce the concentration of suspended matter entering the anaerobic filter, precipitated solid organic matter and partially dissolved and colloidal organic matter are anaerobically fermented in the anaerobic digester to produce biogas.

c经过厌氧消化池处理的废水进入厌氧滤池4,厌氧滤池内设置弹性填料或软填料5附着微生物,其作用是利用附着的和悬浮的微生物降解去除大部分溶解性有机污染物,并产生沼气。c The wastewater treated by the anaerobic digester enters the anaerobic filter 4, and the elastic filler or soft filler 5 is set in the anaerobic filter to attach microorganisms, and its function is to use the attached and suspended microorganisms to degrade and remove most of the dissolved organic pollutants , and produce biogas.

d经过厌氧滤池处理的废水进入兼性滤池6,兼性滤池内设滤料7,滤料可采用聚胺脂泡沫,兼性滤池留有通气空隙,功能是截留固体物质,兼氧细菌分解去除有机污染物。d. The waste water treated by the anaerobic filter enters the facultative filter 6, and the filter material 7 is arranged in the facultative filter. The filter material can be polyurethane foam, and the facultative filter has ventilation gaps, and the function is to retain solid matter. Facultative bacteria decompose and remove organic pollutants.

厌氧消化池、厌氧滤池均密封,设置检查人孔、活动盖板和沼气导管8。打开人孔活动盖板,可抽排污泥以及对厌氧消化池、厌氧滤池进行检修和维护。Both the anaerobic digester and the anaerobic filter are sealed, and inspection manholes, movable covers and biogas conduits 8 are set. Open the movable cover of the manhole to pump out the sludge and carry out inspection and maintenance on the anaerobic digester and anaerobic filter.

e经过兼性滤池处理的废水通过兼性滤池上方的溢流孔9进入人工湿地10。在人工湿地中,铺一层厚30~60cm粒径0.5~3cm的石灰石或碳花11,废水水位以刚刚淹没石灰石或碳花为宜,在石灰石或碳花上种植水生植物如水花生12等。建造一个的类似于沼泽的湿地,当富营养化废水流过人工湿地时,经石灰石、碳花过滤,植物根际的多种微生物活动,其中的污染物质和营养物质被系统吸收或分解,实现营养物质的闭合循环,使水质得到净化。e The waste water treated by the facultative filter enters the constructed wetland 10 through the overflow hole 9 above the facultative filter. In the artificial wetland, lay a layer of limestone or carbon flower 11 with a thickness of 30-60 cm and a particle size of 0.5-3 cm. The water level of the wastewater should be just submerged in the limestone or carbon flower. Plant aquatic plants such as water peanuts 12 on the limestone or carbon flower. Build a wetland similar to a swamp. When the eutrophic waste water flows through the artificial wetland, it is filtered by limestone and carbon flowers, and various microorganisms in the rhizosphere of the plant are active. The pollutants and nutrients in it are absorbed or decomposed by the system to achieve The closed cycle of nutrients purifies the water quality.

根据出水要求,经过厌氧处理系统顶上人工湿地处理后的废水可再采用氧化塘或人工湿地进一步处理。According to the effluent requirements, the wastewater treated by the constructed wetland on top of the anaerobic treatment system can be further treated by the oxidation pond or constructed wetland.

Claims (5)

1 one kinds of apparatus and method that are used for wastewater treatment, by buried system for anaerobic treatment with artificial wet land treating system is integrated forms, be characterised in that: waste water enters buried system for anaerobic treatment through behind the grid, enters the artificial swamp that is positioned at the system for anaerobic treatment top and further handle after described buried system for anaerobic treatment is handled.
2 wastewater treatment equipment according to claim 1 and methods is characterized in that: buried system for anaerobic treatment comprises anaerobic digester, anaerobic filter, water pressure house and double oxygen filter tank, wherein anaerobic digester, anaerobic filter sealing; Water pressure house and double oxygen filter tank communicate with atmosphere.
3 wastewater treatment equipment according to claim 1 and methods is characterized in that: artificial swamp is positioned at the system for anaerobic treatment top, and artificial swamp is a filler with Wingdale, carbon slag, and planting aquatic plants.
4 wastewater treatment equipment according to claim 1 and methods, it is characterized in that: the biogas of generation is stored in the top of anaerobic digester and anaerobic filter, when producing biogas, biogas presses waste water in anaerobic digester, the anaerobic filter toward water pressure house, facultative filter tank and artificial swamp; When using biogas, the waste water of water pressure house, facultative filter tank and artificial swamp flows into anaerobic digester, anaerobic filter.
5 wastewater treatment equipment according to claim 4 and methods is characterized in that: in the alternation procedure that produces, uses at biogas, artificial swamp is in the alternation of wetting and drying state, has nitrated-denitrification effect.
CNB2003101040633A 2003-12-22 2003-12-22 Integrated anaerobic-wetland wastewater treatment apparatus and method therefor Expired - Fee Related CN1315743C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB2003101040633A CN1315743C (en) 2003-12-22 2003-12-22 Integrated anaerobic-wetland wastewater treatment apparatus and method therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB2003101040633A CN1315743C (en) 2003-12-22 2003-12-22 Integrated anaerobic-wetland wastewater treatment apparatus and method therefor

Publications (2)

Publication Number Publication Date
CN1631817A true CN1631817A (en) 2005-06-29
CN1315743C CN1315743C (en) 2007-05-16

Family

ID=34842935

Family Applications (1)

Application Number Title Priority Date Filing Date
CNB2003101040633A Expired - Fee Related CN1315743C (en) 2003-12-22 2003-12-22 Integrated anaerobic-wetland wastewater treatment apparatus and method therefor

Country Status (1)

Country Link
CN (1) CN1315743C (en)

Cited By (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100336745C (en) * 2005-12-19 2007-09-12 东南大学 Anoxia, drop aeration, artificial wetland combination type small-scale sewage dephosphorizing and denitrifying method
CN100345779C (en) * 2006-06-22 2007-10-31 河北农业大学 Membrane ecological reactor
CN101805093A (en) * 2010-03-10 2010-08-18 中国科学院生态环境研究中心 Scale advanced treatment method for livestock and poultry farming waste water
CN101811807A (en) * 2010-05-11 2010-08-25 施怀荣 Black and odorous and eutrophication water body biological and ecological remediation and treatment process
CN101407360B (en) * 2008-08-23 2010-11-10 浙江海洋学院 Method for processing waste water of circulating marine culture by using artificial wet land
CN101492203B (en) * 2009-03-12 2011-04-06 农业部环境保护科研监测所 Ecological pond simulating system for cultivation of advanced waste treatment
CN101708897B (en) * 2009-11-26 2011-04-13 同济大学 Water treatment technology of inclined plane undercurrent artificial wetland
CN101486501B (en) * 2008-01-17 2011-05-11 金波 Hogpen diatomite biological film sewage treatment process
CN101575156B (en) * 2009-06-03 2011-12-21 南京工业大学 Artificial wetland system for enhancing nitrogen and phosphorus removal
CN101439907B (en) * 2008-12-25 2011-12-21 大连水产学院 Denitrification purification method for marine culture wastewater
CN104176880A (en) * 2014-08-04 2014-12-03 华北水利水电大学 Multi-stage serial modular domestic wastewater treatment system and domestic wastewater treatment method
CN104649520A (en) * 2015-02-15 2015-05-27 华南农业大学 Acid mine wastewater treatment system and method
CN104891653A (en) * 2015-05-27 2015-09-09 福建洋屿环保科技股份有限公司 Treatment method and treatment system for garbage leachate
CN105541052A (en) * 2016-02-23 2016-05-04 常州大学 Treatment canal for livestock and poultry breeding wastewater
CN106865758A (en) * 2017-02-28 2017-06-20 广东维清环境工程有限公司 A high-load simultaneous denitrification and oxygen-limited membrane bioreactor wastewater treatment method
CN106957131A (en) * 2017-04-06 2017-07-18 舟山市润润环保能源科技有限公司 A kind of sewage purifier
CN109250817A (en) * 2018-09-29 2019-01-22 成都市农林科学院 Sanitary sewage purifying biogas generating pit
CN110294531A (en) * 2019-07-04 2019-10-01 南京领先环保技术股份有限公司 A kind of water treatment system and method based on ecological core wetland
CN114349549A (en) * 2022-01-30 2022-04-15 生态环境部南京环境科学研究所 A kind of treatment method of aquatic plant residues with low carbon emission

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1179897C (en) * 2003-05-15 2004-12-15 周大成 Method and device for biological treatment and regenerative utilization of urban night soil and domestic waste water

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100336745C (en) * 2005-12-19 2007-09-12 东南大学 Anoxia, drop aeration, artificial wetland combination type small-scale sewage dephosphorizing and denitrifying method
CN100345779C (en) * 2006-06-22 2007-10-31 河北农业大学 Membrane ecological reactor
CN101486501B (en) * 2008-01-17 2011-05-11 金波 Hogpen diatomite biological film sewage treatment process
CN101407360B (en) * 2008-08-23 2010-11-10 浙江海洋学院 Method for processing waste water of circulating marine culture by using artificial wet land
CN101439907B (en) * 2008-12-25 2011-12-21 大连水产学院 Denitrification purification method for marine culture wastewater
CN101492203B (en) * 2009-03-12 2011-04-06 农业部环境保护科研监测所 Ecological pond simulating system for cultivation of advanced waste treatment
CN101575156B (en) * 2009-06-03 2011-12-21 南京工业大学 Artificial wetland system for enhancing nitrogen and phosphorus removal
CN101708897B (en) * 2009-11-26 2011-04-13 同济大学 Water treatment technology of inclined plane undercurrent artificial wetland
CN101805093A (en) * 2010-03-10 2010-08-18 中国科学院生态环境研究中心 Scale advanced treatment method for livestock and poultry farming waste water
CN101811807A (en) * 2010-05-11 2010-08-25 施怀荣 Black and odorous and eutrophication water body biological and ecological remediation and treatment process
CN101811807B (en) * 2010-05-11 2011-10-12 施怀荣 Black and odorous and eutrophication water body biological and ecological remediation and treatment process
CN104176880A (en) * 2014-08-04 2014-12-03 华北水利水电大学 Multi-stage serial modular domestic wastewater treatment system and domestic wastewater treatment method
CN104649520A (en) * 2015-02-15 2015-05-27 华南农业大学 Acid mine wastewater treatment system and method
CN104891653A (en) * 2015-05-27 2015-09-09 福建洋屿环保科技股份有限公司 Treatment method and treatment system for garbage leachate
CN105541052A (en) * 2016-02-23 2016-05-04 常州大学 Treatment canal for livestock and poultry breeding wastewater
CN106865758A (en) * 2017-02-28 2017-06-20 广东维清环境工程有限公司 A high-load simultaneous denitrification and oxygen-limited membrane bioreactor wastewater treatment method
CN106957131A (en) * 2017-04-06 2017-07-18 舟山市润润环保能源科技有限公司 A kind of sewage purifier
CN109250817A (en) * 2018-09-29 2019-01-22 成都市农林科学院 Sanitary sewage purifying biogas generating pit
CN110294531A (en) * 2019-07-04 2019-10-01 南京领先环保技术股份有限公司 A kind of water treatment system and method based on ecological core wetland
CN114349549A (en) * 2022-01-30 2022-04-15 生态环境部南京环境科学研究所 A kind of treatment method of aquatic plant residues with low carbon emission
CN114349549B (en) * 2022-01-30 2023-02-24 生态环境部南京环境科学研究所 A treatment method for aquatic plant residues with low carbon emissions

Also Published As

Publication number Publication date
CN1315743C (en) 2007-05-16

Similar Documents

Publication Publication Date Title
CN1315743C (en) Integrated anaerobic-wetland wastewater treatment apparatus and method therefor
CN105668783B (en) A kind of integral type animal farm wastewater biological treatment reactor
CN101665310B (en) Method for treating sewage by artificial wetland and sewage treatment device for realizing method
CN105384305B (en) A kind of domestic sewage treatment process
CN101293697B (en) Biological treatment method of sewage and waste gas produced by livestock and poultry breeding
CN107010788A (en) A kind of Large-scale pig farm culturing wastewater processing system and method
CN103880193B (en) Build the method for vertical current constructed wetland processing breeding wastewater based on waterworks sludge
Manyuchi et al. Vermifiltration of sewage wastewater for potential use in irrigation purposes using Eisenia fetida earthworms
CN107601755B (en) Ecological treatment method for sewage of farm
Mažeikienė Improving small-scale wastewater treatment plant performance by using a filtering tertiary treatment unit
CN103951064A (en) Ecological filter used for micro-polluted water treatment
CN105110567A (en) Process for advanced treatment of southern large-scale swine wastewater
CN105836969A (en) Pig farm wastewater treatment method
CN104355490B (en) The removal device of pollution substance and minimizing technology in a kind of domestic sewage in rural areas
KR100661815B1 (en) Artificial wetland catalytic oxidation system that treats sewage, sewage, and wastewater highly
CN1931743A (en) Integral sputtering-oxygenating-biofiltering waste water purifying apparatus and process
CN206486349U (en) A kind of biological device of emergency processing blue-green alga bloom
CN104291444A (en) System and method for treatment of contact hydrolysis-algae micro-aeration composite wastewater
CN204281506U (en) The removal device of pollution substance in a kind of domestic sewage in rural areas
CN207375911U (en) A kind of bacteria bed
Bhavsar et al. Potential of Phytoremediation for dairy wastewater treatment
Patel et al. Microbial ecology of biofiltration
CN107089768A (en) A kind of sewage disposal and the method and system for reclaiming water body resource
CN107601780B (en) A method of utilizing laser treatment ammonia nitrogen in sewage organic matter
CN207845442U (en) The device of multistage up-flow surface water body nitrogen removal synchronous with organic matter

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20070516

Termination date: 20121222