CN204752475U - Unpowered ecological sewage treatment system - Google Patents
Unpowered ecological sewage treatment system Download PDFInfo
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- CN204752475U CN204752475U CN201520393405.6U CN201520393405U CN204752475U CN 204752475 U CN204752475 U CN 204752475U CN 201520393405 U CN201520393405 U CN 201520393405U CN 204752475 U CN204752475 U CN 204752475U
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- water
- artificial
- swag
- river
- constructed wetland
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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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- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The utility model discloses an unpowered ecological sewage treatment system, domestic sewage collects after through urban households' septic tank and gets into constructed wetland water distribution groove, then the perforation tracery wall through water distribution groove one side evenly gets into the horizontal undercurrent constructed wetland of one -level, the collecting system and the sump pit entering second grade surface low constructed wetland of the horizontal undercurrent constructed wetland of rethread one -level bottom, then collecting system entering swag or river through second grade surface low constructed wetland bottom, plant in swag or the dark 0.2 -1.0m's of river water side slope cattail or downgrade the reed, depth of water 1.5 -2.5m department arranges the artificial ecology chinampa, aquatic plant plants on this manual work chinampa. The utility model discloses utilize rural original swag and river, to a great extent reduces construction cost, need not professional operation management, only need the periodic cleaning, reduced the working costs of maintaining maintenance cost and equipment, entire system afforestation view is effectual, accords with the theory at the beautiful rural area home of current construction.
Description
Technical field
The utility model belongs to town domestic sewage treatment system technical field, is specifically related to a kind of unpowered ecological wastewater treatment system.
Background technology
Along with the raising of China's life in the countryside level; rural quantity of wastewater effluent also grows with each passing day; but because at village level waste water control lacks of capital and thin to Rural Water Environment protective awareness, lack effective management and processing power, substantially without complete sanitary sewer collection system and treatment facility.Undressed sanitary sewage arbitrarily discharges, and the severe contamination ecotope in rural area, directly affects the Economic development in the healthy of the vast farmers masses and rural area.On the one hand, the evaporation of undressed sanitary sewage part sewage natural, a part flows into road ditch along low-lying place and directly discharges to river body, causes severe contamination to river body water quality; On the other hand, with reference to municipal sewage plant, build small-sized sewage treating system, but due to working cost too high, and need professional to be responsible for operational management, thus cause exhausted most sewage works to build up all stagnating operation afterwards.
Summary of the invention
The technical problem that the utility model solves there is provided the strong and unpowered ecological wastewater treatment system that Afforestation Landscape is effective of a kind of with low cost, processing power.
The utility model adopts following technical scheme for solving the problems of the technologies described above, a kind of unpowered ecological wastewater treatment system, it is characterized in that: sanitary sewage enters artificial swamp cloth tank by collecting after urban households' septic tank, then Primary plateaus drowned flow artificial wet land is evenly entered by the perforation tracery wall of cloth tank side, this Primary plateaus drowned flow artificial wet land adopts particle diameter to be 50-70mm, thickness is that the homogeneous gravel of 1.2m is as filler, cultivated plant selects reed or giantreed, the bottom of homogeneous gravel is provided with water gathering system, this water gathering system adopts perforated pipe, the water outlet of perforated pipe communicates with pump well, the side of pump well is provided with height adjustable opening, the side relative with pump well opening is provided with secondary table artificial wetland, this secondary table artificial wetland adopts planting soil as filler, the height of filler is lower than the minimum overflow height of pump well opening, cultivated plant selects waterplant, the bottom of planting soil is provided with water gathering system, this water gathering system adopts perforated pipe, the water outlet of perforated pipe communicates with swag or river, the side slope of swag or river depth of water 0.2-1.0m is planted cattail or downgrade reed, depth of water 1.5-2.5m place arranges artificial ecological floating island, this artificial floating island to be planted waterplant.
Further restriction, described waterplant is Canna generalis Bailey, Spiked Loosestrife or Scirpus tabernaemontani.
The utility model compared with prior art has following beneficial effect: (1) utilizes the original swag in rural area and river, reduces construction cost to a great extent; (2) without the need to professional operational management, only need periodic cleaning, reduce the working cost of maintaining expense and equipment; (3) whole system Afforestation Landscape is effective, meets the theory at the beautiful rural home of current construction.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Drawing illustrates: 1, Primary plateaus drowned flow artificial wet land, 2, homogeneous gravel, 3, reed, 4, perforated pipe, 5, pump well, 6, secondary table artificial wetland, 7, planting soil, 8, Canna generalis Bailey, 9, swag, 10, downgrade reed, 11, artificial ecological floating island, 12, Scirpus tabernaemontani.
Embodiment
Describe particular content of the present utility model by reference to the accompanying drawings in detail.A kind of unpowered ecological wastewater treatment system, sanitary sewage enters cloth tank by collecting after urban households' septic tank, then Primary plateaus drowned flow artificial wet land 1 is evenly entered by the perforation tracery wall of cloth tank side, this Primary plateaus drowned flow artificial wet land 1 adopts particle diameter to be 50-70mm, thickness is that the homogeneous gravel 2 of 1.2m is as filler, cultivated plant selects reed 3, the bottom of homogeneous gravel 2 is provided with water gathering system, this water gathering system adopts perforated pipe 4, the water outlet of perforated pipe 4 communicates with pump well 5, the side relative with pump well 5 opening is provided with secondary table artificial wetland 6, this secondary table artificial wetland 6 adopts planting soil 7 as filler, the height of filler is lower than the minimum overflow height of pump well 5 opening, cultivated plant selects waterplant Canna generalis Bailey 8, the bottom of planting soil 7 is provided with water gathering system, this water gathering system adopts perforated pipe 4, the water outlet of perforated pipe 4 communicates with swag 9, the side slope of swag 9 depth of water 0.2-1.0m is planted and downgrades reed 10, depth of water 1.5-2.5m place arranges artificial ecological floating island 11, this artificial floating island 11 to be planted waterplant Scirpus tabernaemontani 12.
Native system carries out rational deployment by artificial swamp and local swag and river, utilizes the gravity flow effect of sewage, can process sanitary sewage without the need to power.Sanitary sewage enters artificial swamp cloth tank by collecting after each family oriented manure pit, cloth tank evenly enters one-level artificial swamp by perforation tracery wall, Performance of Constructed Wetlands Substrates adopts homogeneous macrobead gravel, can ensure that effective sewage treatment load can prevent again artificial swamp from blocking and occur overflow phenomena.Water gathering system adopts perforated pipe, and process water outlet is in pump well, and the end seal sliding connection adjustable water outlet pipe of perforated pipe, this adjustable water outlet pipe adjusts its freeboard according to its pitch angle and then realizes according to season and the temperature adjustment one-level artificial swamp depth of water.The removal of SS is mainly by physical sedimentation, filteration, and the removal of BOD is mainly by microorganism adsorption and metabolism, and meta-bolites is harmless stable material, and BOD concentration remaining in water after process therefore can be made very low.The principle that in sewage, COD removes is substantially identical with BOD.
The mechanism of action of the present utility model is: on the removal of pollutent with affect the precipitable solid of physical sedimentation gravity settling in wetland and remove, filter, being made by the interception of attractive interaction effect and root system of plant between particle can sedimentation and can being removed by stopping by flocculate solids; Chemistry microbial metabolism: utilize the bed mud suspended and the metabolism parasitizing the bacterium on plant that suspended substance, colloid, soluble solids are resolved into inorganics; Nitrogen is removed by biological nitration-denitrification; Part trace element is oxidized by microorganism, plant utilization and is removed through stopping or combine.Natural death: bacterium and virus are in and are not suitable for nature being caused in environment to decay and death, plant metabolism utilizes plant to remove organic absorption, secretions from plant roots has a considerable amount of nitrogen of deactivation plant absorption and phosphorus can be absorbed by plants and remove to intestinal bacteria and pathogenic agent, the raw plant in perennial marsh, annual harvesting once, can shift out artificial wet land system by after nitrogen, phosphorus absorption, synthesis point.
The utility model utilizes local swag, river to be simply transformed into the ecosystem having and purify waste water and beautify the environment.Shoaling water plantation cattail and dwarfing reed, artificial ecological floating island is arranged in ballow.On the one hand, show and utilize the very large root system of plant of surface-area in water, form dense net, suspended substances a large amount of in adsorbed water body, and form microbial film on root system of plant surface gradually, in film, microorganism engulfs becomes inorganics with the pollutent in metabolic water, becomes the nutritive substance of plant, is converted into the composition of vegetable cell by photosynthesis, promote that it grows, reduce water Middle nutrition salt finally by gathering in chinampa plant and catching fishes and shrimps; On the other hand, chinampa suppresses the photosynthesis of algae by keeping the sun off, reduce phytoplankton growth amount, phytoplankton subsiding is impelled by contact precipitation effect, effectively prevent " wawter bloom " to occur, improve the transparency of water body, its effect is more obvious relative to the former, plant simultaneously on chinampa can perch for birds, and bottom root system of plant forms fish and aquatic insect habitat.Artificial ecological floating island purifies water, embellishing surface view, provide hydrobiont perch space and carry out the several functions such as Environmental education.
Design variable: the comprehensive treating process load of artificial swamp is 0.4m
3/ m
2d;
Original swag and river hydraulic detention time > 30d.
Artificial swamp of the present utility model is the advanced water purifying technique by artificial construction and controlling run, sewage, mud there is the dosing of control in artificial swamp, sewage is in the process flowed in a certain direction, mainly utilize soil, artificial dielectric, plant, the physics of microorganism, chemistry, biological triple synergy, to a kind of technology that sewage processes.Its mechanism of action comprises absorption, delay, filtration, redox, precipitation, microbial decomposition, conversion, plant are covered, the effect of residue accumulated, water transpiration and nutrition absorption and all kinds of plant.Sewage is had to the effect of deep purifying, realize the target of vacuum in draft tube.
The processing power of Sewage treatment systems of the present utility model is high, and effluent quality can reach the one-level B standard in GB18918 " urban wastewater treatment firm pollutant emission standard ", and water outlet directly can be disposed to physical environment.Except some central drainages of rural development good except some economic conditions and Sewage treatment systems, the construction of the sewage disposal that the economic condition in most of rural area and schooling support are not conventional and operation.And the Sewage treatment systems of this project compensate for these shortcomings, at present along with the enhancing of everybody environmental consciousness, low cost, less energy-consumption, have wide market outlook without the need to the Sewage treatment systems of complex management.
More than show and describe ultimate principle of the present utility model; principal character and advantage; under the prerequisite not departing from the utility model spirit and scope, the utility model also has various changes and modifications, and these changes and improvements all fall into claimed scope of the present utility model.
Claims (2)
1. a unpowered ecological wastewater treatment system, it is characterized in that: sanitary sewage enters artificial swamp cloth tank by collecting after urban households' septic tank, then Primary plateaus drowned flow artificial wet land is evenly entered by the perforation tracery wall of cloth tank side, this Primary plateaus drowned flow artificial wet land adopts particle diameter to be 50-70mm, thickness is that the homogeneous gravel of 1.2m is as filler, cultivated plant selects reed or giantreed, the bottom of homogeneous gravel is provided with water gathering system, this water gathering system adopts perforated pipe, the water outlet of perforated pipe communicates with pump well, the side of pump well is provided with height adjustable opening, the side relative with pump well opening is provided with secondary table artificial wetland, this secondary table artificial wetland adopts planting soil as filler, the height of filler is lower than the minimum overflow height of pump well opening, cultivated plant selects waterplant, the bottom of planting soil is provided with water gathering system, this water gathering system adopts perforated pipe, the water outlet of perforated pipe communicates with swag or river, the side slope of swag or river depth of water 0.2-1.0m is planted cattail or downgrade reed, depth of water 1.5-2.5m place arranges artificial ecological floating island, this artificial floating island to be planted waterplant.
2. unpowered ecological wastewater treatment system according to claim 1, is characterized in that: described waterplant is Canna generalis Bailey, Spiked Loosestrife or Scirpus tabernaemontani.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520393405.6U CN204752475U (en) | 2015-06-10 | 2015-06-10 | Unpowered ecological sewage treatment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520393405.6U CN204752475U (en) | 2015-06-10 | 2015-06-10 | Unpowered ecological sewage treatment system |
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| Publication Number | Publication Date |
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| CN204752475U true CN204752475U (en) | 2015-11-11 |
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ID=54467204
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520393405.6U Active CN204752475U (en) | 2015-06-10 | 2015-06-10 | Unpowered ecological sewage treatment system |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104860489A (en) * | 2015-06-10 | 2015-08-26 | 新乡市蓝海环境工程有限公司 | Powerless biological sewage treatment system |
| CN105399211A (en) * | 2015-12-19 | 2016-03-16 | 西安建筑科技大学 | Control method of water seal and flow uniformity for modular constructed wetlands |
| CN108623006A (en) * | 2017-03-16 | 2018-10-09 | 山东君成环境检测有限公司 | A kind of rural rivers ecological treatment method |
| CN110451648A (en) * | 2019-07-26 | 2019-11-15 | 中秉(山东)环境工程有限公司 | A kind of substrate enhanced type surface-flow sewage disposal system |
| CN110697981A (en) * | 2019-10-21 | 2020-01-17 | 爱土工程环境科技有限公司 | Wastewater treatment system and wastewater treatment process |
-
2015
- 2015-06-10 CN CN201520393405.6U patent/CN204752475U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104860489A (en) * | 2015-06-10 | 2015-08-26 | 新乡市蓝海环境工程有限公司 | Powerless biological sewage treatment system |
| CN105399211A (en) * | 2015-12-19 | 2016-03-16 | 西安建筑科技大学 | Control method of water seal and flow uniformity for modular constructed wetlands |
| CN105399211B (en) * | 2015-12-19 | 2018-07-17 | 西安建筑科技大学 | A kind of modularized artificial wetland Water tight and flow uniformity control method |
| CN108623006A (en) * | 2017-03-16 | 2018-10-09 | 山东君成环境检测有限公司 | A kind of rural rivers ecological treatment method |
| CN110451648A (en) * | 2019-07-26 | 2019-11-15 | 中秉(山东)环境工程有限公司 | A kind of substrate enhanced type surface-flow sewage disposal system |
| CN110697981A (en) * | 2019-10-21 | 2020-01-17 | 爱土工程环境科技有限公司 | Wastewater treatment system and wastewater treatment process |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP03 | Change of name, title or address |
Address after: 453707, Henan City, Xinxiang province Xinxiang Gu walled industrial agglomeration area, jade source Lunan, Xinxiang City Blue Ocean Environmental Engineering Co., Ltd. Patentee after: Blue Ocean Environmental Engineering Co., Ltd. Address before: Xinxiang County, Xinxiang City, Henan province 453000 Gu Gu Zhai Industrial Zone Yuyuan Road Patentee before: Xinxiang Lanhai Environmental Engineering Co., Ltd. |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180629 Address after: 453000 the 1 layer 7C pavement of building 7, JINDA garden and New Fourth Street, Xinxiang, Henan. Patentee after: Blue Sea Holding Co., Ltd. Address before: 453707 Henan Xinxiang Xinxiang County Gu Gu Zhai industrial gathering area Yuyuan Road South Xinxiang Blue Ocean Environmental Engineering Co., Ltd. Patentee before: Blue Ocean Environmental Engineering Co., Ltd. |