CN201400623Y - Village sewage treatment unit with multifunctional baffling - Google Patents
Village sewage treatment unit with multifunctional baffling Download PDFInfo
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- CN201400623Y CN201400623Y CN2009201074948U CN200920107494U CN201400623Y CN 201400623 Y CN201400623 Y CN 201400623Y CN 2009201074948 U CN2009201074948 U CN 2009201074948U CN 200920107494 U CN200920107494 U CN 200920107494U CN 201400623 Y CN201400623 Y CN 201400623Y
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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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Abstract
The utility model provides a village sewage treatment unit with multifunctional baffling, which comprises a submersible sewage pump and treatment units connected with the submersible sewage pump. Thetreatment unit sequentially comprises three anaerobic units of a number one pond to a number three pond, two aerobic units of a number four pond and a number five pond and a sedimentation unit of a number six pond, the three anaerobic units, the two aerobic units and the sedimentation unit are connected through pipelines, the anaerobic units are equipped with exhaust holes, suspended upper and lower steel wire screens are arranged inside the aerobic units, filling materials are filled inside partition chambers among the steel wire screens, and gas distributing holes connected with an aerationmachine are arranged on the lower steel wire screens. The village sewage treatment unit integrates anaerobic and aerobic processes and has functions of a septic tank, an anaerobic suspension bed, a suspended biofilm bed and a sedimentation basin. Baffling tubes are arranged among the treatment units, thereby prolonging sewage treatment time and further guaranteeing treatment effect. Besides, the village sewage treatment unit saves construction investment of an integral structure, has low or zero operation cost, is not easy to be blocked but is convenient in management, has capacity of dephosphorizing, denitriding and degrading organic compounds without potential ecological safety hazards, and can be operated all the year round.
Description
Technical field
The utility model relates to waste disposal plant, particularly a kind of rural waste disposal plant with multi-functional baffling.
Background technology
Along with developing rapidly and the rapid raising of vast rural area living standards of the people and the obvious improvement of living condition of small towns, rural area, population is lived and is concentrated day by day, the quantity discharged of domestic sewage in rural areas by using constantly increases, by 2010, and about 27,000,000,000 tons of Chinese villages and small towns quantity of wastewater effluent.Therefore, absorb domestic and international advanced experience, actively innovation, the improvement speed of quickening exhausting sewage is imperative.Although the improvement method of domestic sewage in rural areas by using is various at present, but there is the shortcoming of working cost height or waste land resources in it, therefore, obtain the life in the countryside draining of economical and efficient and handle gordian technique, to preventing that rural area water body, soil and agricultural-food from avoiding polluting, guarantee that water source, rural area safety and peasant are healthy to have important practical significance.
Because China's region development imbalances, the horizontal difference of rural economy social development is bigger between different regions, should adopt the pattern of diversification to carry out the draining processing according to socioeconomics, regional characteristics and the environmental quality requirement in rural area, different areas with suiting measures to local conditions.Life in the countryside draining treatment technology at first must satisfy 2 requirements: (1) hydraulic load wants high.Along with rural economic development, the Rural areas standard of living improves constantly, and the life in the countryside water displacement also increases day by day, and therefore the treatment technology of being developed must have higher hydraulic load.(2) water quality after the processing will be got well.On the one hand, contain higher people's domestic animals manure composition and nitrogen, phosphorus content in the sanitary sewage, particularly phosphorus content is higher, also wants to carry out denitrogenation dephosphorizing so not only want to subdue organism when handling; On the other hand, along with the fast development of China's economy, to the demand sharp increase of water resources, therefore the treatment technology of being developed is answered the standard that the As soon as possible Promising Policy sewage recycling utilizes.
Summary of the invention
The purpose of this utility model is the defective at above-mentioned prior art, a kind of rural waste disposal plant with multi-functional baffling is provided, physical treatment technology and biochemical processings such as anaerobic oxidation, aerobic oxidation such as this waste disposal plant integrated use precipitation, filtration, organism in the sewage is degraded, inorganic salt are fixed, nutrition such as nitrogen phosphorus are minimized, and have the big and good advantage of processing back water quality of hydraulic load.
The technical scheme taked of the utility model is to achieve these goals: a kind of rural waste disposal plant with multi-functional baffling, comprise submersible sewage pump and processing unit, described processing unit comprises three anaerobic unit, two aerobic units and a precipitation unit in turn according to the drainage flow direction, and adjacent processing unit connects by duct segments; Wherein No. 1 pond, No. 2 ponds and No. 3 ponds are that anaerobic unit and each unit are equipped with venting hole, and submersible sewage pump connects No. 1 pond, is provided with the three-phase sparger in No. 3 ponds; No. 4 ponds and No. 5 ponds are to be equipped with unsettled upper and lower woven wire in aerobic unit and the pond, and upper and lower woven wire forms compartment, fills the filler that is used for aerobic reaction in it, and the woven wire of lower floor is provided with qi-emitting hole, and qi-emitting hole links to each other with aerator by gas distribution pipe; No. 6 ponds are precipitation unit.The utility model can be handled the sewage of bigger load, its principle of work is physical treatment technology and biochemical processings such as anaerobic oxidation, aerobic oxidation such as integrated use precipitation, filtration, organism in the sewage is degraded, inorganic salt are fixed, nutrition such as nitrogen phosphorus are minimized, the water quality after having guaranteed to handle.Final sewage of discharging satisfies " farmland irrigating water's quality standard " (GB5084-2005) requirement.
In order to prolong the treatment time of sewage, the pipeline that connects between the described processing unit is the baffling pipe.
The discharge of mud for convenience, described processing unit is provided with mudhole near the place, bottom.
In order to prevent that bio-reactor from stopping up and further improve the active sludge nitric efficiency that described filler is the urethane filler of coarse pored.
In order to disperse the impact of current, further precipitate the mud in the sewage, the baffling pipe that stretches in described No. 6 ponds is a water spraying pipe, the port of water spraying pipe is horn-like.
The beneficial effects of the utility model are: lack suitable countryside sewage treatment equipment compared to existing technology, processing unit of the present utility model integrates anaerobism, aerobic processes, has septic tank, anaerobism suspension, biological floating bed and settling tank function; Adopt the baffling pipe between the each processing unit, prolonged the sewage disposal time, further guaranteed treatment effect; And the one-piece construction initial cost is economized, and the low or nothing of working cost is difficult for obstruction, convenient management, has dephosphorization, denitrogenation and degradation of organic substances ability, does not have potential ecological safety hidden danger, and can whole year operation.
Description of drawings
Fig. 1 is the plot plan of rural waste disposal plant described in the utility model;
Fig. 2 is along the sectional view of A-A among Fig. 1.
Among the figure: 1 submersible sewage pump, 2 waste pipes, 3 water inlet directions, 4 venting holes, 5 vapor pipes, 6 inlet pipe, 7 aerators, 8 water outlet directions, 9 water outlets, 10 mud discharging house stewards, 11 mud discharging arms, 12 spoil disposal gate valves, No. 131 ponds, No. 142 ponds, No. 153 ponds, No. 164 ponds, No. 175 ponds, No. 186 ponds, 19 water inlet gate valves, 20 reverse checkvalves, 21 baffling pipes, 22 mudholes, 23 three-phase spargers, 24 woven wires, 25 gas distribution pipes, 26 urethane fillers, 27 qi-emitting holes, 28 wallsten stents, 29 pyramid type iron sheets, 30 water spraying pipe carriages, 31 water spraying pipe.
Embodiment
The utility model is described in further detail below in conjunction with the drawings and specific embodiments, but not as to qualification of the present utility model.
The rural waste disposal plant with multi-functional baffling shown in Fig. 1-2 comprises submersible sewage pump 1 and processing unit.In this example, the whole outer profile size of described rural waste disposal plant is length * wide * height: 7.15m * 2.4m * 2.4m.It is made up of the processing unit of sizes such as 6.Its designing treatment ability is: standard load: 24m3/d, design maximum load: 48m3/d.It is to remove COD (Chemical Oxygen Demand chemical oxygen demand (COD)), BOD (Biochemical Oxygen Demand biochemical oxygen demand (BOD)), ammonia nitrogen and suspended substance that this treatment unit mainly acts on.Processing unit in turn comprises three anaerobic unit, two aerobic units and a precipitation unit by water inlet direction 3 to water outlet direction 8 according to the drainage flow direction, and adjacent processing unit connects by duct segments.In order to prolong the treatment time of sewage, described pipeline adopts baffling pipe 21 in this example.
1. anaerobic unit, 13, No. 2 ponds 14, No. 1 pond and No. 3 ponds 15 are anaerobic unit.13, No. 2 ponds 14, No. 1 pond and No. 3 ponds 15 are connected to venting hole 4 by vapor pipe 5.Submersible sewage pump 1 connects No. 1 pond 13 by reverse checkvalve 20, water inlet gate valve 19 through waste pipe 2.Be provided with three-phase sparger 23 in No. 3 ponds 15.
Anaerobic unit can be grown in separately the control environment acid-producing bacteria and methanogen respectively, help the degraded of pollutent, wherein anaerobism Unit the 1st promptly has the water quality regulation function concurrently in No. 1 pond 13, gas, solid, liquid three phase separation can be realized in Unit the 3rd i.e. triphase separator in No. 3 ponds 15, reduce sludge loss.
Place the granule sludge that has anerobe in the anaerobic unit, the organism in the sewage is carried out anaerobic oxidation.The anaerobic biological treatment method is to utilize facultative anaerobe and obligatory anaerobic bacteria that larger molecular organics in the sewage is degraded to low molecular compound, and then is converted into the organic wastewater treatment of methane, carbonic acid gas, is divided into two stages of acid digestion and alkaline digest.In the acid digestion stage.By the effect of acid-producing bacteria excretory exoenzyme, make larger molecular organics become simple organic acid and alcohols, aldehydes ammonia, carbonic acid gas etc.; In the alkaline digest stage, the meta-bolites of acid digestion further resolves into the biogas that methane, carbonic acid gas etc. constitute under the methanogen effect.This treatment process is mainly used in processing such as the organic waste water of high density and fecal sewages.
2. aerobic unit, No. 4 ponds 16 and No. 5 ponds 17 are aerobic unit.
Aerobic unit helps decarburization bacterium and denitrifier and is grown in respectively separately in the adapt circumstance, helps the removal of organism and NH3-N.Aerobic unit is designed to biological floating bed, referring to Fig. 2, specifically is in No. 4 ponds 16 and No. 5 ponds 17 unsettled upper and lower woven wire 24 to be set respectively, and fills the filler that is used for aerobic reaction in the compartment that upper and lower woven wire 24 forms.Woven wire 24 is supported by wallsten stent 28.In order to prevent that bio-reactor from stopping up and further to improve the active sludge nitric efficiency, described filler is the urethane filler 26 of coarse pored, so both solved the blockage problem of fixed-bed bioreactor, solved again that the active sludge nitric efficiency is poor, volumetric loading is low and problem such as sludge output is big.The woven wire 24 of No. 4 ponds 16 and No. 5 pond 17 lower floors is provided with qi-emitting hole 27, and qi-emitting hole 27 links to each other with aerator 7 by gas distribution pipe 25 and inlet pipe 6.Adopt blast aeration machine 7 to give gas in this example.Aerobic unit (No. 4 pond 16 and No. 5) adopts the intermittent aeration mode that helps denitrification denitrogenation, and aeration rate only is 1/3～1/5 of ordinary activated sludge and fixed-bed reactor.Wherein Institute of Micro-biology is aerobic is supplied with by blast aeration, the biofilm development that filling surface adheres to is to certain thickness, the microorganism of filler wall can carry out anaerobic metabolism because of anoxic, the souring that gas that produces and aeration form can cause biomembranous coming off, and the growth of promotion true tumor film, at this moment, the microbial film that comes off will flow out outside the pond with water outlet.
Aerobic unit has following characteristics:
1, because packing specific area is big, and aerobic condition is good in the pond, and the biosolids amount of unit volume is higher in the pond, therefore, biological contact oxidation pond has higher volumetric loading;
2, owing to biosolids amount in the living pond is many, current mix fully, so the cataclysm of water quality and quantity is had stronger adaptive faculty;
3, surplus sludge volume is few, does not have the sludge bulking problem, and operational management is easy.
3. settling tank, i.e. No. 6 ponds 18.
For reoxygenation and the suspended substance precipitation that helps water, to reduce suspended substance to the unitary impact of subsequent disposal, the baffling pipe 21 that stretches in described No. 6 ponds 18 is water spraying pipe 31, and the port of water spraying pipe 31 is horn-like.Water spraying pipe 31 is to be made by pyramid type iron sheet 29, is installed in No. 6 ponds 18 by water spraying pipe carriage 30.The water of discharging from 17 aerobic oxidation ponds, No. 5 ponds by the trumpet type water spraying pipe 31 in No. 6 ponds 18 of precipitation dispensing, disperses the water impact of current, further precipitates the mud in the sewage.
Shown in Fig. 1-2, the discharge of mud for convenience, each processing unit is provided with mudhole 22 near the place, bottom, and mudhole 22 connects mud discharging arm 11 by spoil disposal gate valve 12 and is finally discharged by mud discharging house steward 10.
Operational process of the present utility model, shown in Fig. 1-2:
Submersible sewage pump 1 is the anaerobic oxidation pond with 13, No. 1 ponds, sewage transport to 1 pond 13, and No. 1 pond 13 has the function that septic tank is regulated water quality; It is the anaerobic oxidation pond that sewage enters 14, No. 2 ponds, No. 2 ponds 14 through 13 backs, No. 1 pond by baffling pipe 21 bafflings, and the effect of baffling pipe 21 is the paths that prolong sewage, increases the residence time of sewage; Sewage enters pond 15 through 14 backs, No. 2 ponds No. 3 by baffling pipe 21 bafflings, No. 3 pond 15 is the anaerobic oxidation pond, and three-phase sparger 23 has water, mud, the isolating function of gas in No. 3 ponds 15, and water enters pond 16 No. 4 through baffling pipe 21, sludge settling is at the bottom of the pond, and gas is discharged by venting hole 4; Sewage enters pond 16 through 15 backs, No. 3 ponds No. 4 by baffling pipe 21 bafflings, No. 4 pond 16 is the aerobic oxidation pond, the middle part in No. 4 ponds 16 is compartments that upper and lower two-layer woven wire 24 constitutes, throw urethane filler 26 in the compartment into, gas distribution pipe 25 under lower floor's woven wire connects with outside aerator 7 pipes, and aeration is carried out in No. 4 ponds 16; Sewage enters 17, No. 5 ponds, No. 5 ponds 17 through 16 backs, No. 4 ponds by baffling pipe 21 bafflings and is the aerobic oxidation pond, and structure, function in No. 5 ponds 17 are identical with No. 4 ponds 16; Sewage is back by tapping into into No. 6 ponds 18 with water spraying pipe 31 through No. 5 ponds 17, No. 6 pond 18 is a settling tank, further precipitate the suspended substance of sewage, the effluent quality of from No. 6 pond 18 water outlets 9, discharging: COD≤150mg/L, suspended substance≤80mg/L, BOD≤60mg/L satisfies " farmland irrigating water's quality standard " (GB5084-2005).
The utility model can be handled the sewage of big load, its principle of work is physical treatment technology and biochemical processings such as anaerobic oxidation, aerobic oxidation such as integrated use precipitation, filtration, organism in the sewage is degraded, inorganic salt are fixed, nutrition such as nitrogen phosphorus are minimized, the water quality after having guaranteed to handle.Final sewage of discharging satisfies " farmland irrigating water's quality standard " (GB5084-2005) requirement.
Above-described embodiment, the utility model embodiment a kind of more preferably just, the common variation that those skilled in the art carries out in the technical solutions of the utility model scope and replacing all should be included in the protection domain of the present utility model.
Claims (5)
1. rural waste disposal plant with multi-functional baffling, comprise submersible sewage pump and processing unit, it is characterized in that: described processing unit comprises three anaerobic unit, two aerobic units and a precipitation unit in turn according to the drainage flow direction, and adjacent processing unit connects by duct segments; Wherein No. 1 pond, No. 2 ponds and No. 3 ponds are that anaerobic unit and each unit are equipped with venting hole, and submersible sewage pump connects No. 1 pond, is provided with the three-phase sparger in No. 3 ponds; No. 4 ponds and No. 5 ponds are to be equipped with unsettled upper and lower woven wire in aerobic unit and the pond, and upper and lower woven wire forms compartment, fills the filler that is used for aerobic reaction in it, and the woven wire of lower floor is provided with qi-emitting hole, and qi-emitting hole links to each other with aerator by gas distribution pipe; No. 6 ponds are precipitation unit.
2. rural waste disposal plant according to claim 1 is characterized in that: the pipeline that connects between the described processing unit is the baffling pipe.
3. rural waste disposal plant according to claim 1 is characterized in that: described processing unit is provided with mudhole near the place, bottom.
4. rural waste disposal plant according to claim 1 is characterized in that: described filler is the urethane filler of coarse pored.
5. according to the described rural waste disposal plant of the arbitrary claim of claim 1-4, it is characterized in that: the baffling pipe that stretches in described No. 6 ponds is a water spraying pipe, and the port of water spraying pipe is horn-like.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201074948U CN201400623Y (en) | 2009-04-23 | 2009-04-23 | Village sewage treatment unit with multifunctional baffling |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201074948U CN201400623Y (en) | 2009-04-23 | 2009-04-23 | Village sewage treatment unit with multifunctional baffling |
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| Publication Number | Publication Date |
|---|---|
| CN201400623Y true CN201400623Y (en) | 2010-02-10 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2009201074948U Expired - Fee Related CN201400623Y (en) | 2009-04-23 | 2009-04-23 | Village sewage treatment unit with multifunctional baffling |
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| CN (1) | CN201400623Y (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101928097A (en) * | 2010-07-30 | 2010-12-29 | 嘉兴市环科环境工程有限公司 | Domestic sewage treatment system for ecological residential quarter |
| CN101955302A (en) * | 2010-09-29 | 2011-01-26 | 华中科技大学 | Coupling, filtering and intermediate aerating bioreactor |
| CN104058501A (en) * | 2014-03-24 | 2014-09-24 | 许鸣铁 | Modularized gradient internal-circulation anaerobic degradation device for high-concentration difficult-degradable organic water |
| CN104496086A (en) * | 2014-10-28 | 2015-04-08 | 威士邦（厦门）环境科技有限公司 | Electrolytic coupling-type Fenton water treatment device |
| CN104944686A (en) * | 2015-05-29 | 2015-09-30 | 江苏建筑职业技术学院 | Complete equipment used for dispersing dirty waste water and deeply processing |
| CN107311400A (en) * | 2017-08-07 | 2017-11-03 | 湖南艾布鲁环保科技有限公司 | A kind of integrated apparatus of agricultural non-point source pollution agricultural wastewater processing |
| CN109867403A (en) * | 2017-12-01 | 2019-06-11 | 中国水利水电科学研究院 | A kind of processing unit and sewage water treatment method of dispersing type sewage |
| CN114084958A (en) * | 2021-11-17 | 2022-02-25 | 湖南凯清环保科技有限公司 | Micro-power sewage treatment equipment |
-
2009
- 2009-04-23 CN CN2009201074948U patent/CN201400623Y/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101928097A (en) * | 2010-07-30 | 2010-12-29 | 嘉兴市环科环境工程有限公司 | Domestic sewage treatment system for ecological residential quarter |
| CN101955302A (en) * | 2010-09-29 | 2011-01-26 | 华中科技大学 | Coupling, filtering and intermediate aerating bioreactor |
| CN104058501A (en) * | 2014-03-24 | 2014-09-24 | 许鸣铁 | Modularized gradient internal-circulation anaerobic degradation device for high-concentration difficult-degradable organic water |
| CN104496086A (en) * | 2014-10-28 | 2015-04-08 | 威士邦（厦门）环境科技有限公司 | Electrolytic coupling-type Fenton water treatment device |
| CN104944686A (en) * | 2015-05-29 | 2015-09-30 | 江苏建筑职业技术学院 | Complete equipment used for dispersing dirty waste water and deeply processing |
| CN107311400A (en) * | 2017-08-07 | 2017-11-03 | 湖南艾布鲁环保科技有限公司 | A kind of integrated apparatus of agricultural non-point source pollution agricultural wastewater processing |
| CN109867403A (en) * | 2017-12-01 | 2019-06-11 | 中国水利水电科学研究院 | A kind of processing unit and sewage water treatment method of dispersing type sewage |
| CN109867403B (en) * | 2017-12-01 | 2023-09-22 | 中国水利水电科学研究院 | Decentralized sewage treatment device and sewage treatment method |
| CN114084958A (en) * | 2021-11-17 | 2022-02-25 | 湖南凯清环保科技有限公司 | Micro-power sewage treatment equipment |
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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: 20100210 Termination date: 20110423 |