CN102107984A - Integrated device for rural dispersive sewage treatment - Google Patents
Integrated device for rural dispersive sewage treatment Download PDFInfo
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- CN102107984A CN102107984A CN2009102436870A CN200910243687A CN102107984A CN 102107984 A CN102107984 A CN 102107984A CN 2009102436870 A CN2009102436870 A CN 2009102436870A CN 200910243687 A CN200910243687 A CN 200910243687A CN 102107984 A CN102107984 A CN 102107984A
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- sewage
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- 239000010865 sewage Substances 0.000 title claims abstract description 44
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 18
- 238000000034 method Methods 0.000 claims abstract description 16
- 238000007254 oxidation reaction Methods 0.000 claims abstract description 16
- 230000003647 oxidation Effects 0.000 claims abstract description 15
- 238000004062 sedimentation Methods 0.000 claims abstract description 8
- 239000002131 composite material Substances 0.000 claims abstract description 7
- 239000003344 environmental pollutant Substances 0.000 claims abstract description 3
- 231100000719 pollutant Toxicity 0.000 claims abstract description 3
- 239000000945 filler Substances 0.000 claims description 7
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 claims description 4
- 230000000813 microbial effect Effects 0.000 claims description 4
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 claims description 2
- 238000010521 absorption reaction Methods 0.000 claims description 2
- 238000001914 filtration Methods 0.000 claims description 2
- 229910052757 nitrogen Inorganic materials 0.000 claims description 2
- 239000013618 particulate matter Substances 0.000 claims description 2
- 229910052698 phosphorus Inorganic materials 0.000 claims description 2
- 239000011574 phosphorus Substances 0.000 claims description 2
- 239000005416 organic matter Substances 0.000 claims 2
- 229920002521 macromolecule Polymers 0.000 claims 1
- 238000001179 sorption measurement Methods 0.000 claims 1
- 239000000126 substance Substances 0.000 claims 1
- 238000005516 engineering process Methods 0.000 abstract description 13
- 238000000746 purification Methods 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 5
- 238000005457 optimization Methods 0.000 abstract description 3
- 238000005265 energy consumption Methods 0.000 abstract description 2
- 230000001788 irregular Effects 0.000 abstract description 2
- 238000009434 installation Methods 0.000 abstract 1
- 238000012545 processing Methods 0.000 description 8
- 241000196324 Embryophyta Species 0.000 description 4
- 150000001875 compounds Chemical class 0.000 description 3
- 238000007599 discharging Methods 0.000 description 3
- 238000011161 development Methods 0.000 description 2
- 239000006185 dispersion Substances 0.000 description 2
- 239000010840 domestic wastewater Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 244000144977 poultry Species 0.000 description 2
- 239000010802 sludge Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 241000684239 Canna x generalis Species 0.000 description 1
- 241001465754 Metazoa Species 0.000 description 1
- 235000014676 Phragmites communis Nutrition 0.000 description 1
- 244000143231 Scirpus validus Species 0.000 description 1
- 235000008573 Scirpus validus Nutrition 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 240000001398 Typha domingensis Species 0.000 description 1
- 238000005276 aerator Methods 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 238000001311 chemical methods and process Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 238000005202 decontamination Methods 0.000 description 1
- 230000003588 decontaminative effect Effects 0.000 description 1
- 238000012851 eutrophication Methods 0.000 description 1
- 230000003203 everyday effect Effects 0.000 description 1
- 230000002550 fecal effect Effects 0.000 description 1
- 239000005357 flat glass Substances 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 208000015181 infectious disease Diseases 0.000 description 1
- 244000144972 livestock Species 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000007483 microbial process Effects 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 238000005325 percolation Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
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Classifications
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Biological Treatment Of Waste Water (AREA)
Abstract
本发明涉及一种适用于农村分散型污水处理的一体式装置。针对农村污水呈分散型分布，水质差别大、水量变化大、排放无规律等特点，开发一种适用于我国广大农村地区，管理操作简便，运行能耗低，处理效果优良的污水处理工艺及设备。其特征在于：将沉淀池技术、生物接触氧化池技术以及复合垂直潜流人工湿地技术组合成技术体系，物化、生物、生态处理单元相结合，有效净化农村分散型污水。同时以该工艺为基础，经过结构和技术优化，形成一体式装置，以满足实际应用需要。本发明具有污染物净化效果好、运行管理简便、运用安装灵活等特点。
The invention relates to an integrated device suitable for rural decentralized sewage treatment. In view of the scattered distribution of rural sewage, large differences in water quality, large changes in water volume, and irregular discharge, etc., develop a sewage treatment process and equipment suitable for the vast rural areas of our country, which is easy to manage and operate, low in energy consumption, and excellent in treatment effect . It is characterized in that it combines sedimentation tank technology, biological contact oxidation tank technology and composite vertical subsurface flow artificial wetland technology into a technical system, and combines physicochemical, biological and ecological treatment units to effectively purify rural dispersed sewage. At the same time, based on this process, after structural and technical optimization, an integrated device is formed to meet the needs of practical applications. The invention has the characteristics of good pollutant purification effect, simple operation and management, flexible operation and installation, and the like.
Description
Technical field:
The present invention relates to a kind of treatment process that can be applicable to the decentralized sewage purification in vast rural area, also, belong to field of environment engineering technology based on the integrated device of this technology.
Background technology:
Country sewage mainly comprises fecal sewage that sanitary sewage, lavatory discharge, garden dirt (rain) water, poultry livestock colony house sewage, poultry excrement of animals etc., the surrounding enviroment that directly enter sewage have caused serious " filthy " phenomenon, being the major reason of villages and small towns regional water body pollution and body eutrophication, also is potential transmissible disease pathogeny.
According to the relevant report estimation of the Ministry of Construction, national domestic sewage in rural areas by using year total emission volumn be about 108.2 hundred million tons, mainly be distributed in densely populated east and middle area.There is the above city of half organizational system in the whole nation and lacks sewage facility for the central disposal and sewerage pipeline network near all rural areas at present, and a large amount of unprocessed water bodys that directly enter of sanitary sewage have caused serious contamination phenomenon.
Urban residents are sparsely populated, the sanitary sewage discharging is random, backward in economy, the low inferior characteristics of sewage disposal operation and management level, determined in present stage, and China's domestic sewage in rural areas by using is difficult to carry out centralized collection to be handled.The on-the-spot disposal of decentralized sewage then is a kind of feasible method.
The technology that is applied to handle dispersion type domestic wastewater at present has aerobic treatment processes such as biomembrance process, activated sludge process; Anaerobic treatment process such as upflow type anaerobic sludge reaction bed, anaerobic composite bed; Anaerobic-aerobic (A/O), the aerobic (A of anaerobism anoxic
2/ O) wait the associating biological treatment; Ecological Disposal technologies such as artificial swamp, land percolation, oxidation pond.System is a run entity with small-sized integrated device generally.Present integral type scattering sewage treatment device both domestic and external mostly is sheet glass or steel plate materials is made, and " tandoku-shori " purification tank as the Japanese independent development of Japan is used for the processing of lavatory flushing water; " gappei-shori " purification tank is used for the blended sanitary sewage disposal; The presetting system of Norway development is miniature treatment facility etc. on the spot.
Domestic and international existing dispersion type domestic wastewater treatment unit major part designs at urban cells sewage.China's domestic sewage in rural areas by using is owing to be subjected to the influence of residents'living habit, and its water quality and quantity feature and urban cells sewage exist than big-difference, and typical feature is that decentralized distributes, and the water quality difference is big, the water yield changes greatly, discharging is irregular.In addition, the Rural areas is owing to be subjected to the restriction of economic technology condition, and sewage focuses on or adopt complicated technology to purify all big difficulty.Therefore, the research and development that are applicable to the integrated device of rural dispersed sewage have big meaning.
Summary of the invention:
The object of the invention is to research and develop a kind of vast Rural areas of China that is applicable to, bookkeeping is easy, and operation energy consumption is low, sewage treatment process that treatment effect is good and equipment.
For achieving the above object, the technical solution used in the present invention is: with the synthetic technical system (Fig. 1) of settling tank technology, biological contact oxidation pond technology and compound vertical subsurface flow wetland technology groups, and, form a whole set of sewage disposal device (Fig. 2) through structure and technical optimization.
A, settling tank adopt vertical-flow, cylindric, are positioned at equipment center.Sanitary sewage enters system from the settling tank bottom, and after mainly purifying through physical and chemical process, the top overflow enters next processing unit.
B, biological contact oxidation pond are circular, are positioned at the settling tank outer shroud, and sewage enters the contact-oxidation pool bottom by upflow tube from the settling tank top, and overflow enters artificial swamp again.Hang combined stuffing in the pond, make microbial film adhere to generation, mainly by bioprocess purifying contaminated thing.
C, compound vertical subsurface flow wetland are advanced treatment unit, are made of four vertical current constructed wetland series connection, are positioned at the biological contact oxidation pond outside.Sewage enters wetland from the top, passes through downstream, up stream, downstream, up stream successively, final overflow discharging.
Technical system of the present invention mainly contains following characteristics with the configuration setting: 1) materialization, biology, Ecological Disposal unit combine, and can successfully manage domestic sewage in rural areas by using water quality, water yield variation, ensure wastewater purifying efficiency; 2) Ecological Disposal unit---the application of artificial swamp greatly reduces the working cost and the management difficulty of equipment; What 3) multistage combined artificial wetland can be suited measures to local conditions is configured wet land filler, realizes the optimization of hydraulics and decontamination effect improving; 4) three processing units distribute from inside to outside successively, and the configuration compactness effectively saves floor occupying area; 5) biological unit is embedded in biotope, helps the maintenance of temperature in the biological unit, improves its Treatment Stability and low temperature tolerance ability; 6) artificial swamp is positioned at the device outside, and wherein growing plants realizes that view makes up, but and the settling tank in radical occlusion device centre and biological contact oxidation pond.
Description of drawings:
Fig. 1 is the process flow sheet of the present invention's integrated device.
Fig. 2 is the structural representation of the present invention's integrated device.Among the figure, the 1-vertical sedimentation tank; The 2-biological contact oxidation pond; The 3-vertical subsurface flow wetland.
Embodiment:
Below in conjunction with example essence of the present invention and embodiment are further illustrated:
The present invention is a kind of sewage treatment process that designs at rural dispersed sanitary sewage water quality and quantity feature, adopts vertical sedimentation tank, biological contact oxidation pond and compound vertical subsurface flow wetland combination technique, reaches the purpose of sewage purification and discharge.Vertical sedimentation tank is the one-level physicochemical treatment unit, and sewage enters from the bottom, and in uphill process, most of particulate matter is precipitated removal.In addition, settling tank also plays effects such as regulating water quality and quantity, degraded part larger molecular organics.Biological contact oxidation pond is the two stage biological processing unit, wherein hangs elastic solid filler, by adhering to the microbial film of generation on the filler, purifies most of organism and part nitrogen, phosphorus.Composite vertical current artificial wetland is three grades of Ecological Disposal unit, gives full play to the stability of ecosystem water quality purification function, by absorption, filtration, plant absorbing and microbial process, and residual each pollutant in the deep purifying water body.Three processing units complement each other, and can tackle the impact of hydraulic load, pollution load, also can fully adapt to various climatopes, the practical value that develops skill.
A kind of integrated device of optimizing through configuration, profile is right cylinder, and therefrom mind-set is followed successively by vertical sedimentation tank, biological contact oxidation pond and composite vertical current artificial wetland outward, and diameter proportion is 1: 2.5: 5.During practical application,, rationally adjust the size of each processing unit according to the flow rate fluctuation scope of intending disposing of sewage,
The concrete application method of the present invention is set forth in conjunction with the embodiments:
Example 1:
Certain rural area, the north is subjected to economics dictate, is not suitable for building sewage work and lay the sewage collecting pipe network in the village.Therefore, intend being that each household is equipped with cover apparatus of the present invention, make qualified discharge after the sanitary sewage disposal.This rural area each household resident 4-5 people, domestic consumption is about 76 liters of every days per capita, considers the fluctuations in discharge coefficient, designs 0.5 ton of every day by two family resident's sewage generations.Application flow is as follows:
1) size is determined.According to flow, adjust each cell size of integrated device.The diameter of vertical sedimentation tank, biological contact oxidation pond and composite vertical current artificial wetland is decided to be 20cm, 50cm, 100cm respectively, highly is 100cm.
2) device processing.According to the size of determining, the processing integrated device.Simultaneously elastic solid filler is hung in the biological contact oxidation pond.
3) device is laid.Consider that northern low temperature will produce certain influence to treatment process, adopt the buried integrated device of laying, place in peasant household's garden.
4) the artificial swamp filler is selected, is filled.According to economical and practical, obtain principle easily, select local near the gravel in stone quarry as wet land filler.Four vertical current constructed wetlands are pressed and are adopted greater particle size gravel (16cm-24cm) in preceding two tracts of wetlands of flow direction, adopt the gravel of 10cm-16cm particle diameter to fill in back two tracts of wetlands, to slow down the generation that wetland stops up.
5) constructed wetland plant is selected, is planted.Selection has resistant, soil removability, can make up the plant of view simultaneously again, comprises reed, Scirpus tabernaemontani, Canna generalis Bailey, cattail, and mixed planting is in wetland.
6) support equipment: for the holdout device operation, need 1 of lift pump, cesspool sewage is delivered into integrated device; Need 1 of aerator in addition, to the biological contact oxidation pond oxygen supply.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009102436870A CN102107984A (en) | 2009-12-23 | 2009-12-23 | Integrated device for rural dispersive sewage treatment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009102436870A CN102107984A (en) | 2009-12-23 | 2009-12-23 | Integrated device for rural dispersive sewage treatment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102107984A true CN102107984A (en) | 2011-06-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009102436870A Pending CN102107984A (en) | 2009-12-23 | 2009-12-23 | Integrated device for rural dispersive sewage treatment |
Country Status (1)
| Country | Link |
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| CN (1) | CN102107984A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103061398A (en) * | 2012-05-24 | 2013-04-24 | 北京建筑工程学院 | Drainage partition optimized design method of rural life sewage treatment project |
| CN103936226A (en) * | 2014-04-04 | 2014-07-23 | 环境保护部南京环境科学研究所 | Artificial wetlands system suitable for low-temperature operation and operating method thereof |
| CN108558009A (en) * | 2018-05-15 | 2018-09-21 | 湖南金旅环保股份有限公司 | A kind of power-free integrated rural scattered domestic sewage treatment device |
| CN111285472A (en) * | 2020-03-31 | 2020-06-16 | 无锡市太湖湖泊治理股份有限公司 | Constructed wetland treatment system and application thereof |
| CN112456647A (en) * | 2020-12-16 | 2021-03-09 | 中国科学院生态环境研究中心 | Distributed treatment device that domestic sewage discharge characteristic suits |
| CN112811573A (en) * | 2019-11-18 | 2021-05-18 | 贵州通用水务技术发展有限公司 | Sewage treatment method, sewage treatment device and application |
-
2009
- 2009-12-23 CN CN2009102436870A patent/CN102107984A/en active Pending
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103061398A (en) * | 2012-05-24 | 2013-04-24 | 北京建筑工程学院 | Drainage partition optimized design method of rural life sewage treatment project |
| CN103936226A (en) * | 2014-04-04 | 2014-07-23 | 环境保护部南京环境科学研究所 | Artificial wetlands system suitable for low-temperature operation and operating method thereof |
| CN103936226B (en) * | 2014-04-04 | 2015-09-09 | 环境保护部南京环境科学研究所 | Constructed wetland system and its operating method |
| CN108558009A (en) * | 2018-05-15 | 2018-09-21 | 湖南金旅环保股份有限公司 | A kind of power-free integrated rural scattered domestic sewage treatment device |
| CN112811573A (en) * | 2019-11-18 | 2021-05-18 | 贵州通用水务技术发展有限公司 | Sewage treatment method, sewage treatment device and application |
| CN111285472A (en) * | 2020-03-31 | 2020-06-16 | 无锡市太湖湖泊治理股份有限公司 | Constructed wetland treatment system and application thereof |
| CN112456647A (en) * | 2020-12-16 | 2021-03-09 | 中国科学院生态环境研究中心 | Distributed treatment device that domestic sewage discharge characteristic suits |
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Application publication date: 20110629 |