CN202246336U - Unpowered ecological treatment system for treating rural domestic sewage - Google Patents
Unpowered ecological treatment system for treating rural domestic sewage Download PDFInfo
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- CN202246336U CN202246336U CN2011203552602U CN201120355260U CN202246336U CN 202246336 U CN202246336 U CN 202246336U CN 2011203552602 U CN2011203552602 U CN 2011203552602U CN 201120355260 U CN201120355260 U CN 201120355260U CN 202246336 U CN202246336 U CN 202246336U
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- 239000010865 sewage Substances 0.000 title claims abstract description 33
- 239000002131 composite material Substances 0.000 claims abstract description 23
- 239000000945 filler Substances 0.000 claims description 29
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 13
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 5
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 5
- 241001330002 Bambuseae Species 0.000 claims description 5
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 5
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 5
- 229910021536 Zeolite Inorganic materials 0.000 claims description 5
- 239000011425 bamboo Substances 0.000 claims description 5
- 229910052799 carbon Inorganic materials 0.000 claims description 5
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 claims description 5
- 239000010457 zeolite Substances 0.000 claims description 5
- 239000002245 particle Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims 1
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 abstract description 16
- 241000196324 Embryophyta Species 0.000 abstract description 8
- 229910052757 nitrogen Inorganic materials 0.000 abstract description 8
- QGZKDVFQNNGYKY-UHFFFAOYSA-N Ammonia Chemical compound N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 abstract description 6
- 241000195493 Cryptophyta Species 0.000 abstract description 6
- 244000000010 microbial pathogen Species 0.000 abstract description 6
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 abstract description 5
- 239000002957 persistent organic pollutant Substances 0.000 abstract description 5
- 229910052698 phosphorus Inorganic materials 0.000 abstract description 5
- 239000011574 phosphorus Substances 0.000 abstract description 5
- 239000007787 solid Substances 0.000 abstract description 5
- 241000251468 Actinopterygii Species 0.000 abstract description 3
- 244000207740 Lemna minor Species 0.000 abstract description 3
- 235000006439 Lemna minor Nutrition 0.000 abstract description 3
- 235000001855 Portulaca oleracea Nutrition 0.000 abstract description 3
- 229910021529 ammonia Inorganic materials 0.000 abstract description 3
- 240000003826 Eichhornia crassipes Species 0.000 abstract 1
- 235000015097 nutrients Nutrition 0.000 abstract 1
- 238000000746 purification Methods 0.000 abstract 1
- 238000004659 sterilization and disinfection Methods 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 239000010802 sludge Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 235000016709 nutrition Nutrition 0.000 description 3
- 230000035764 nutrition Effects 0.000 description 3
- 239000000725 suspension Substances 0.000 description 3
- 238000006243 chemical reaction Methods 0.000 description 2
- 239000003344 environmental pollutant Substances 0.000 description 2
- 231100000719 pollutant Toxicity 0.000 description 2
- 230000001954 sterilising effect Effects 0.000 description 2
- 241000684239 Canna x generalis Species 0.000 description 1
- 241001465754 Metazoa Species 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 210000000476 body water Anatomy 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 238000005325 percolation Methods 0.000 description 1
- 239000002352 surface water 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
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- Biological Treatment Of Waste Water (AREA)
Abstract
本实用新型公开了一种处理农村生活污水的无动力生态处理系统，包括依次串联的地埋式无动力生物反应器和潜流复合型人工湿地，以及与潜流复合型人工湿地相连接的景观生态塘。与现有技术相比，本实用新型所述处理系统采用无动力地埋式生物反应器，在不影响周边环境的同时有效去除污水中的有机污染物和悬浮固体；通过潜流复合型人工湿地去除污水中的氮、磷营养物质，还可在其上种植景观植物以美化环境；最后出水形式采用景观生态塘溢流，并通过景观塘中的浮萍、水葫芦等水生植物及鱼类等进一步去除氨、氮，以及去除污水中病原微生物及藻类，达到消毒净化的目的。整个处理系统无动力消耗，运行不需人员操作，不影响生态景观。
The utility model discloses a non-powered ecological treatment system for treating rural domestic sewage, which comprises a buried non-powered bioreactor connected in series, an undercurrent composite artificial wetland, and a landscape ecological pond connected with the subsurface composite artificial wetland. . Compared with the prior art, the treatment system of the utility model adopts the unpowered buried bioreactor, which can effectively remove the organic pollutants and suspended solids in the sewage without affecting the surrounding environment; The nitrogen and phosphorus nutrients in the sewage can also be planted with landscape plants to beautify the environment; the final form of effluent is the overflow of the landscape ecological pond, and the duckweed, water hyacinth and other aquatic plants and fish in the landscape pond are further Remove ammonia, nitrogen, and remove pathogenic microorganisms and algae in sewage to achieve the purpose of disinfection and purification. The whole processing system has no power consumption, no human operation is required for operation, and it does not affect the ecological landscape.
Description
Technical field
The utility model relates to technical field of waste water processing, is specifically related to a kind of unpowered ecological treatment system of handling domestic sewage in rural areas by using.
Background technology
The more technology of present domestic processing dispersed domestic sewage in rural areas by using research have artificial swamp (comprising surface water, undercurrent, vertical current) ecological treatment system, fast percolation treatment system, subsurface infiltration treatment system, buriedly have/unpowered anaerobic treatment technology or their combination etc.; Wherein more is the combination that adopts artificial swamp and anaerobic treatment; Like notification number is the utility model patent of CN201770574U; A kind of composite anaerobic and artificial swamp combined treatment domestic sewage in rural areas by using treatment system are disclosed; Comprise the composite anaerobic reaction tank of front end and the horizontal drowned flow artificial wet land of rear end; The composite anaerobic reaction tank is made up of multistage composite anaerobic processing unit serial connection; Composite anaerobic processing unit top is provided with the light filter material district, the bottom is provided with the active sludge district, and the horizontal drowned flow artificial wet land bottom is provided with packing layer, top is provided with overburden layer.This utility model is better to the removal effect of organic pollutant, suspended solids and nitrogen, phosphorus nutrition material, but not ideal enough for the removal effect of pathogenic micro-organism in the sewage and algae.
The utility model content
The technical problem that the utility model will solve provides a kind of non-power consumption; Not only the removal effect to the organic pollutant in the sewage, suspended solids and nitrogen, phosphorus nutrition material is good, simultaneously also to the unpowered ecological treatment system of the good processing domestic sewage in rural areas by using of the removal effect of pathogenic micro-organism in the sewage and algae.
For solving the problems of the technologies described above, the utility model adopts following technical scheme:
A kind of unpowered ecological treatment system of handling domestic sewage in rural areas by using comprises placed in-line successively buried unpowered biological reactor drum and undercurrent composite type artificial wetland, and the landscape ecological pool that is connected with the undercurrent composite type artificial wetland.
In the technique scheme:
Offer water-in and water outlet on the buried unpowered biological reactor drum; First flow deflector and second flow deflector are set in it; There is the gap between the inner bottom surface of the bottom surface of said each flow deflector and buried unpowered biological reactor drum; Thereby buried unpowered biological reactor drum is separated into first chamber, second chamber and the 3rd chamber that the bottom is interconnected, all is filled with filler in each chamber; Side near second flow deflector in said second chamber is provided with baffle plate, and the bottom surface of this baffle plate and former and later two sides thereof are connected with the inner-wall surface of buried unpowered biological reactor drum respectively.
Gap between said each flow deflector bottom surface and the buried unpowered biological reactor drum inner bottom surface is the particle diameter less than filler, promptly should avoid filler from said gap, to pass through.
Filler in said each chamber can specifically be selected according to the situation of processing sewage, and preferred, the filler in first chamber is a 3 D elastic filler, and the filler of second chamber and the 3rd chamber is no excess sludge suspension type biological filler.
Said undercurrent composite type artificial wetland is provided with four levels from bottom to top and joins filler, is respectively bamboo carbon layer, metalling, zeolite layer and dirt bed.Can on the dirt bed of its superiors, plant plant, reach the purpose of viewing and admiring.
Compared with prior art, the said treatment system of the utility model adopts unpowered buried bio-reactor, when not influencing surrounding enviroment, effectively removes organic pollutant and suspended solids in the sewage; Remove nitrogen, phosphorus nutrition material in the sewage through the undercurrent composite type artificial wetland, also can plant landscape plant above that to beautify the environment; Last water outlet form adopts landscape ecological pool overflow, and further removes ammonia, nitrogen through waterplant such as the duckweed in the view pool, Herba Eichhorniae and fish etc., and removes pathogenic micro-organism and algae in the sewage, reaches the purpose of sterilizing and purifying.Entire treatment system non-power consumption, operation does not need personnel operation, does not influence ecoscape; Water quality after this system handles reaches or is superior to the one-level A standard among " urban wastewater treatment firm pollutant emission standard " (GB 18918-2002).
Description of drawings
Fig. 1 is the structural representation of a kind of embodiment of unpowered ecological treatment system of the said processing domestic sewage in rural areas by using of the utility model.
Label is among the figure:
1 buried unpowered biological reactor drum; 2 undercurrent composite type artificial wetlands; The 3 landscape ecological pools; 43 D elastic fillers; 5 flow deflectors; 6 no excess sludge suspension type biological fillers; 7 baffle plates; 8 bamboo carbon layers; 9 metallings; 10 zeolite layer; 11 dirt beds.
Embodiment
As shown in Figure 1, the unpowered ecological treatment system of the said processing domestic sewage in rural areas by using of the utility model comprises buried unpowered biological reactor drum 1, undercurrent composite type artificial wetland 2 and the landscape ecological pool 3 of using pipe connection successively.
Wherein, One side of said buried unpowered biological reactor drum 1 offers water-in; Opposite side offers water outlet; Described water-in and water outlet all are opened in the middle and upper part of buried unpowered biological reactor drum 1, in buried unpowered biological reactor drum 1 set inside first flow deflector 5 and second flow deflector 5 are arranged, and all and between the inner bottom surface of buried unpowered biological reactor drum 1 there is the gap in the bottom surface of described first flow deflector 5 and second flow deflector 5; Thereby buried unpowered biological reactor drum 1 is separated into first chamber, second chamber and the 3rd chamber that the bottom is interconnected; All be filled with filler in each chamber, filler can specifically be selected according to the situation of processing sewage, in this embodiment; Filler in first chamber is that the filler of 3 D elastic filler 4, the second chambers and the 3rd chamber is no excess sludge suspension type biological filler 6; Side near second flow deflector 5 in said second chamber is provided with baffle plate 7, and this baffle plate 7 has only its bottom surface and former and later two sides thereof to be connected with the inner-wall surface of buried unpowered biological reactor drum 1 respectively, and this connection should be seamless link.
The size in gap should be to let water pass through between said first flow deflector 5 and second flow deflector, 5 bottom surfaces and buried unpowered biological reactor drum 1 inner bottom surface, but can not let filler pass through.Usually, the vertical height in this gap should be less than the particle diameter of filler.
The water-in of said undercurrent composite type artificial wetland 2 and water outlet all are located at the middle and lower part of undercurrent composite type artificial wetland 2; Four levels being set in undercurrent composite type artificial wetland 2 from bottom to top joining filler, is respectively bamboo carbon layer 8, metalling 9, zeolite layer 10 and dirt bed 11.
The pool body on the described landscape ecological pool 3 is ladder structure; (pool body water level is more shallow for the dark 0.5～1.0m in the pool; Help airborne oxygen from being advanced into water body, further remove ammonia, nitrogen in the water), put various fish in the pool in a suitable place to breed; Pool periphery is laid plants such as duckweed, Herba Eichhorniae from shallow to deep respectively, to remove pathogenic micro-organism and algae in the sewage.
The detailed process of the said system handles sewage of the utility model is:
Sewage is flowed through grid after first chamber of the buried unpowered biological reactor drum 1 in water-in inflow place of buried unpowered biological reactor drum 1; In the process of falling, contact with 3 D elastic filler 4; Flow into second chamber in the gap that constitutes by first flow deflector, 5 bottom surfaces and buried unpowered biological reactor drum 1 inner bottom surface then; Owing to be provided with baffle plate 7 in this chamber; Therefore current can not directly flow into the 3rd chamber from the gap of second flow deflector, 5 bottom surfaces and buried unpowered biological reactor drum 1 inner bottom surface formation; Have only when the water level in second chamber reaches baffle plate 7 vertical height, current could get into the passage that is made up of the baffle plate 7 and second flow deflector 5, flow into the 3rd chamber then; It is thus clear that a side that in second chamber, is provided with near second flow deflector 5 is provided with the duration of contact that baffle plate 7 has effectively increased sewage and filler, thereby can better remove organic pollutant and suspended solids in the sewage.Get into undercurrent composite type artificial wetland 2 through piping by the water-in of undercurrent composite type artificial wetland 2 bottoms by the effusive current of the 3rd chamber; By descending from last bamboo carbon layer 8, metalling 9, zeolite layer 10 and the dirt bed 11 of passing through successively; Pollutent in undercurrent composite type artificial wetland 2 through effects such as filtration, absorption, plant absorbing and biological degradations; Make nitrogen, phosphorus removal effect give prominence to; Can and go through flower again wetland the superiors plantation Canna generalis Bailey, can remove pollutants in sewage matter and can beautify the environment again.The effusive current of water outlet by undercurrent composite type artificial wetland 2 bottoms get into the landscape ecological pool 3 at last, remove pathogenic micro-organism and algae in the sewage through animal in the landscape ecological pool 3 and plant, reach the purpose of sterilizing and purifying.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203552602U CN202246336U (en) | 2011-09-21 | 2011-09-21 | Unpowered ecological treatment system for treating rural domestic sewage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203552602U CN202246336U (en) | 2011-09-21 | 2011-09-21 | Unpowered ecological treatment system for treating rural domestic sewage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202246336U true CN202246336U (en) | 2012-05-30 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2011203552602U Expired - Fee Related CN202246336U (en) | 2011-09-21 | 2011-09-21 | Unpowered ecological treatment system for treating rural domestic sewage |
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Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102893941A (en) * | 2012-10-29 | 2013-01-30 | 中国水产科学研究院渔业机械仪器研究所 | Self-purifying-type small circulating pool system for germ plasma resource protection |
| CN103130384A (en) * | 2013-03-29 | 2013-06-05 | 黄河勘测规划设计有限公司 | Multi-baffle subsurface flow constructed wetland system |
| CN103159383A (en) * | 2013-04-15 | 2013-06-19 | 云南省科学技术情报研究院 | Rural domestic sewage biological treatment system |
| CN103469761A (en) * | 2013-08-20 | 2013-12-25 | 江苏省农业科学院 | Farmland runoff loss nutrient recycling system and application |
| CN103588362A (en) * | 2013-11-27 | 2014-02-19 | 北京东方园林股份有限公司 | Composite vertical current constructed wetland system |
| CN104255415A (en) * | 2014-09-26 | 2015-01-07 | 中国科学院成都生物研究所 | Duckweed cultivation method |
| CN105417702A (en) * | 2015-12-25 | 2016-03-23 | 防城港市嘉和科技服务有限公司 | Decentralized domestic sewage pipeline infiltration system |
| CN108217953A (en) * | 2017-12-19 | 2018-06-29 | 马鞍山市三环碧源水处理工程有限公司 | A kind of tourist attraction domestic sewage processing method |
| WO2018129895A1 (en) * | 2017-01-16 | 2018-07-19 | 深圳市碧园环保技术有限公司 | Treatment system for rural domestic sewage |
| CN108373204A (en) * | 2018-03-23 | 2018-08-07 | 南昌大学 | A kind of bioreactor-plant life delay tank combined system |
| CN108425340A (en) * | 2018-05-09 | 2018-08-21 | 广东莞绿环保工程有限公司 | A kind of ecoscape layout structure of full-buried type sewage-treatment plant |
| CN108609813A (en) * | 2018-06-27 | 2018-10-02 | 成都工业学院 | A kind of mixed breed system and method for combination sanitary sewage disposal |
| CN108658359A (en) * | 2017-03-28 | 2018-10-16 | 吉林省环境科学研究院 | Unpowered biological method and ecological method integrated form technology for treating domestic sewage in rural area |
| CN111003893A (en) * | 2019-12-25 | 2020-04-14 | 广州市环境保护工程设计院有限公司 | New rural sewage treatment irrigation system and treatment method |
| CN112851031A (en) * | 2021-01-20 | 2021-05-28 | 杭州沁霖生态科技有限公司 | Subsurface coupling wetland for nitrogen and phosphorus removal |
| CN113104973A (en) * | 2021-04-19 | 2021-07-13 | 郑州大学环境技术咨询工程有限公司 | Household decentralized treatment system and treatment method for rural domestic sewage |
-
2011
- 2011-09-21 CN CN2011203552602U patent/CN202246336U/en not_active Expired - Fee Related
Cited By (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102893941B (en) * | 2012-10-29 | 2014-07-16 | 中国水产科学研究院渔业机械仪器研究所 | Self-purifying-type small circulating pool system for germ plasma resource protection |
| CN102893941A (en) * | 2012-10-29 | 2013-01-30 | 中国水产科学研究院渔业机械仪器研究所 | Self-purifying-type small circulating pool system for germ plasma resource protection |
| CN103130384A (en) * | 2013-03-29 | 2013-06-05 | 黄河勘测规划设计有限公司 | Multi-baffle subsurface flow constructed wetland system |
| CN103159383A (en) * | 2013-04-15 | 2013-06-19 | 云南省科学技术情报研究院 | Rural domestic sewage biological treatment system |
| CN103469761A (en) * | 2013-08-20 | 2013-12-25 | 江苏省农业科学院 | Farmland runoff loss nutrient recycling system and application |
| CN103588362A (en) * | 2013-11-27 | 2014-02-19 | 北京东方园林股份有限公司 | Composite vertical current constructed wetland system |
| CN104255415A (en) * | 2014-09-26 | 2015-01-07 | 中国科学院成都生物研究所 | Duckweed cultivation method |
| CN105417702A (en) * | 2015-12-25 | 2016-03-23 | 防城港市嘉和科技服务有限公司 | Decentralized domestic sewage pipeline infiltration system |
| CN105417702B (en) * | 2015-12-25 | 2019-05-24 | 广西师范大学 | A kind of filtration system of dispersant type domestic wastewater pipeline |
| WO2018129895A1 (en) * | 2017-01-16 | 2018-07-19 | 深圳市碧园环保技术有限公司 | Treatment system for rural domestic sewage |
| CN108658359A (en) * | 2017-03-28 | 2018-10-16 | 吉林省环境科学研究院 | Unpowered biological method and ecological method integrated form technology for treating domestic sewage in rural area |
| CN108217953A (en) * | 2017-12-19 | 2018-06-29 | 马鞍山市三环碧源水处理工程有限公司 | A kind of tourist attraction domestic sewage processing method |
| CN108373204A (en) * | 2018-03-23 | 2018-08-07 | 南昌大学 | A kind of bioreactor-plant life delay tank combined system |
| CN108425340A (en) * | 2018-05-09 | 2018-08-21 | 广东莞绿环保工程有限公司 | A kind of ecoscape layout structure of full-buried type sewage-treatment plant |
| CN108609813A (en) * | 2018-06-27 | 2018-10-02 | 成都工业学院 | A kind of mixed breed system and method for combination sanitary sewage disposal |
| CN108609813B (en) * | 2018-06-27 | 2024-03-05 | 成都工业学院 | Mixed culture method combined with domestic sewage treatment |
| CN111003893A (en) * | 2019-12-25 | 2020-04-14 | 广州市环境保护工程设计院有限公司 | New rural sewage treatment irrigation system and treatment method |
| CN111003893B (en) * | 2019-12-25 | 2022-04-19 | 广州市环境保护工程设计院有限公司 | New rural sewage treatment irrigation system and treatment method |
| CN112851031A (en) * | 2021-01-20 | 2021-05-28 | 杭州沁霖生态科技有限公司 | Subsurface coupling wetland for nitrogen and phosphorus removal |
| CN113104973A (en) * | 2021-04-19 | 2021-07-13 | 郑州大学环境技术咨询工程有限公司 | Household decentralized treatment system and treatment method for rural domestic sewage |
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| Date | Code | Title | Description |
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| 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: 20120530 Termination date: 20120921 |