CN204752477U - Self -built sewage treatment plant in district - Google Patents
Self -built sewage treatment plant in district Download PDFInfo
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- CN204752477U CN204752477U CN201520404734.6U CN201520404734U CN204752477U CN 204752477 U CN204752477 U CN 204752477U CN 201520404734 U CN201520404734 U CN 201520404734U CN 204752477 U CN204752477 U CN 204752477U
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- biological reaction
- membrane biological
- type membrane
- aeration type
- tank
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Abstract
The utility model discloses a self -built sewage treatment plant in district, the inlet tube is connected with just heavy pond, it is connected with aeration type membrane biological reaction pond through the pipeline just to sink the pond, aeration type membrane biological reaction pond is connected with the dog house through the pipeline, aeration type membrane biological reaction pond is connected with the mud groove through the pipeline, the high -efficient biology effect of holding back of 4 membranes in the aeration type membrane biological reaction pond, sludge concentration is high, mud is long age, improve mud and nitrify the effect, can effectively get rid of BOD, COD, NH4+ -N. Simultaneously, supplementary and chemistry remove P, P to get rid of efficiency very high, go out water P content below 0.3mgL, aeration type membrane biological reaction pond 4 excess sludge is few simultaneously, mud biological activity is strong, under the circumstances of variation in load, it is also very stable that this system goes out water quality of water, whole sewage treatment system structures are few in addition, simultaneously, are equipped with PLC automatic control 16, personnel are equipped with fewly, entire system degree of automation is high, the operation is stable nimble.
Description
Technical field
The utility model patent relates to the self-built waste disposal plant in a kind of community, belongs to field of environment engineering technology.
Background technology
At present, along with urbanization process constantly advances, the large-scale high-rise community more come the more occurs, the pollution level of the sanitary sewage of community resident has more single, the stable feature of the time difference opposite sex, pollutent.Sanitary sewage is directly incorporated into municipal official website to enter sewage work and will increase sewage work's processing load, the water of Big Residential District greening simultaneously, landscape waters etc. are very large, if a kind of community domestic wastewater treatment system can be developed, by reuse community after sanitary sewage disposal, this will bring objective income, is also the repeating utilization factor improving water, the water-saving another approach of China especially.
Aeration type membrane bioreactor (membranebioreactor, MBR) as a kind of Sewage treatment systems being wanted to combine by film separation unit and biological processing unit, unique technical superiority has been given play in organic matter degradation and denitrogenation dephosphorizing etc., simultaneously film retains feature efficiently and is conducive to improving sludge concentration, improve biological treatment load, effluent quality being stablized more superior, is also the basic guiding meeting trend that current domestic sewage disposal emission standard progressively improves and reusing sewage.Nowadays, resident living sewage due to kitchen guarding's dosage of scour large especially, and traditional MBR technique cannot accomplish the target of water outlet lower than 0.5mg/L for high P sewage, but add independent processing structure unit and not only increase facility cost nor to meet community treatment system simple, the actual requirement that floor space is little, so existing community domestic wastewater treatment system is still perfect not.
Utility model content
The purpose of this utility model is: provide that a kind of structure is simple, running cost is low, easy to operate, easy care, disposal efficiency are high, and floor space is little, utilizes aeration type membrane bioreactor and chemical agent PAC effectively to remove BOD, COD, NH in sewage
4 +the self-built waste disposal plant in a kind of community of-N and P, to overcome the deficiencies in the prior art.
The utility model is achieved in that the self-built waste disposal plant in a kind of community, comprise water inlet pipe, water inlet pipe is connected with preliminary sedimentation tank, preliminary sedimentation tank lift pump is provided with between water inlet pipe and preliminary sedimentation tank, preliminary sedimentation tank is connected with aeration type membrane biological reaction tank by pipeline, membrane biological reaction pond lift pump is provided with between preliminary sedimentation tank and aeration type membrane biological reaction tank, aeration type membrane biological reaction tank is connected with feed tank by pipeline, control pump is provided with between feed tank and aeration type membrane biological reaction tank, aeration type membrane biological reaction tank is connected with sludge sump by pipeline, pump is provided with between aeration type membrane biological reaction tank and sludge sump, described aeration type membrane biological reaction tank is connected with rising pipe.
Fine fack is provided with between water inlet pipe and preliminary sedimentation tank.
Aeration type membrane biological reaction tank is connected with preliminary sedimentation tank by return line, between aeration type membrane biological reaction tank and preliminary sedimentation tank, be provided with reflux pump.
Be provided with submerged hollow fiber membrane in aeration type membrane biological reaction tank, bottom aeration type membrane biological reaction tank, be provided with aerating apparatus, aerating apparatus is connected to form by pipe connecting and gas blower.
Described preliminary sedimentation tank lift pump, membrane biological reaction pond lift pump, control pump, pump are connected with PLC two-position controller with reflux pump.
Owing to have employed technique scheme, aeration type membrane biological reaction tank 4 film high-performance bio crown_interception, sludge concentration is high, and sludge age is long, improves mud nitrification effect, effectively can remove BOD, COD, NH
4 +-N.Simultaneously, auxiliary and chemical except P, the removal efficiency of P is very high, and water outlet P content is at below 0.3mg/L, and aeration type membrane biological reaction tank 4 technique excess sludge is few simultaneously, sludge organism is active strong, when load variations, this system effluent quality is also very stable, and whole Sewage treatment systems structures are few, submerged hollow fiber membrane 5 compact construction in aeration type membrane biological reaction tank 4, whole system facility floor space is few; Meanwhile, be equipped with PLC two-position controller 16, manning is few, and whole system level of automation is high, flexibly stable.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of aeration type membrane biological reaction tank;
Description of reference numerals: 1-water inlet pipe, 2-preliminary sedimentation tank, 3-preliminary sedimentation tank lift pump, 4-aeration type membrane biological reaction tank, 5-membrane biological reaction pond lift pump, 6-feed tank, 7-control pump, 8-sludge sump, 9-pump, 10-rising pipe, 11-fine fack, 12-return line, 13-reflux pump, 14-submerged hollow fiber membrane, 15-gas blower, 16-PLC two-position controller.
Embodiment
Below in conjunction with drawings and Examples, the utility model is described in further detail, but not as to restriction of the present utility model.
Embodiment of the present utility model: the self-built waste disposal plant in a kind of community, comprise water inlet pipe 1, water inlet pipe 1 is connected with preliminary sedimentation tank 2, preliminary sedimentation tank lift pump 3 is provided with between water inlet pipe 1 and preliminary sedimentation tank 2, preliminary sedimentation tank 2 is connected with aeration type membrane biological reaction tank 4 by pipeline, membrane biological reaction pond lift pump 5 is provided with between preliminary sedimentation tank 2 and aeration type membrane biological reaction tank 4, aeration type membrane biological reaction tank 4 is connected with feed tank 6 by pipeline, control pump 7 is provided with between feed tank 6 and aeration type membrane biological reaction tank 4, aeration type membrane biological reaction tank 4 is connected with sludge sump 8 by pipeline, pump 9 is provided with between aeration type membrane biological reaction tank 4 and sludge sump 8, described aeration type membrane biological reaction tank 4 is connected with rising pipe 10.
Fine fack 11 is provided with between water inlet pipe 1 and preliminary sedimentation tank 2.
Aeration type membrane biological reaction tank 4 is connected with preliminary sedimentation tank 2 by return line 12, is provided with reflux pump 13 between aeration type membrane biological reaction tank 4 and preliminary sedimentation tank 2.
Be provided with submerged hollow fiber membrane 14 in aeration type membrane biological reaction tank 4, bottom aeration type membrane biological reaction tank 4, be provided with aerating apparatus, aerating apparatus is connected to form by pipe connecting and gas blower 15.
Described preliminary sedimentation tank lift pump 3, membrane biological reaction pond lift pump 5, control pump 7, pump 9 are connected with PLC two-position controller 16 with reflux pump 13.
Biomembrane process is more applied at sewage and field of waste water treatment gradually, technology of biological membrane used more biological sewage treatment technology in the process field of sewage in recent years, compared with the sewage treatment process of routine, microbial film feedwater can have higher contaminant removal efficiency, stablizes effluent quality.Technology of biological membrane floor space is few, is beneficial to and is realizing separated practices.And biomembranous processing parameter is less, convenient operation manages, and is easy to the operation realizing integration.But in biomembranous treating processes, membrane pollution problem is a fundamental issue of restriction technology of biological membrane always.Therefore in order to reduce membrane fouling rate, have developed a kind of new village waste disposal plant, the membrane bioreactor of preposition sandstone filter tank and aeration type is be combined with each other, improve the removal efficiency of membrane bioreactor, have larger directive significance to rural sewage treatment.
To the equipment of aeration tank oxygen supply in the existing a kind of waste water activated sludge process water treatment procedure of the utility model aerating apparatus.
Aeration refers to and artificially in biochemical aeration tank, passes into air by suitable equipment, to reach the object of expection.Aeration not only makes liquid-to-air contact oxygenation in pond, and due to agitated liquid, accelerates oxygen in air and shift in liquid, thus complete the object of oxygenation; In addition, aeration prevents pond inner suspension body from sinking in addition, strengthens the object that in pond, organism contacts with dissolved oxygen with microorganism, thus ensures that in pond, microorganism is under the condition having sufficient dissolved oxygen, to oxygenolysis organic in sewage.The quality of aerating apparatus, not only affects biochemical wastewater treatment effect, and directly has influence on Treatment stations occupation of land, investment and working cost.
Fine fack in the utility model, Grill space 6cm, gap 3mm, fine fack is mainly used in filtering domestic refuse in sanitary sewage, prevents bulk foreign material from entering aeration type membrane biological reaction tank, causes the damage of film.
Preliminary sedimentation tank 2 in the utility model is of a size of 5m × 3m × 2.8m, because the water quality of resident living sewage and the water yield have ununiformity, and the effect that preliminary sedimentation tank mainly plays homogenizing water quality, regulates the sewage water yield, prevents load impact.
Submerged hollow fiber membrane 14 is provided with in aeration type membrane biological reaction tank 4, membrane pore size is 0.1 μm, the solid-liquid separation effect of mud is played by the suction of pump, aerating apparatus in pond plays very strong shearing action to submerged hollow fiber membrane 14 surface, thus stops submerged hollow fiber membrane 14 to pollute.
In order to strengthen de-P effect, be placed with 30% excellent PAC in feed tank 6, dosing pump flow is 0.3 side/h, PAC main component Al
2(SO
4)
3, itself and P in sewage form chemical precipitation and enter in mud, are reached the removal effect of P by the efficient crown_interception of submerged hollow fiber membrane 14.High-concentration activated sludge in aeration type membrane biological reaction tank 4 is to BOD, COD, NH in sewage
4 +-N has very strong removal effect.
Due to residential quarter sanitary sewage water quality and water yield fluctuation larger, for the ease of Automated condtrol and management, whole Sewage treatment systems adopts PLC two-position controller 16 to regulate and control each structures device parameter, PLC two-position controller 16 pairs of preliminary sedimentation tanks and feed tank, all types of of sludge reflux place pump up regulating and controlling effect.
The beneficial effects of the utility model are: 1. because aeration type membrane biological reaction tank 4 film high-performance bio crown_interception, sludge concentration is high, and sludge age is long, improve mud nitrification effect, effectively can remove BOD, COD, NH
4 +-N.Meanwhile, the auxiliary and chemical removal efficiency except P, P is very high, and water outlet P content is at below 0.3mg/L, and aeration type membrane biological reaction tank 4 technique excess sludge is few simultaneously, and sludge organism is active strong, and when load variations, this system effluent quality is also very stable.
2. because whole Sewage treatment systems structures are few, submerged hollow fiber membrane 5 compact construction in aeration type membrane biological reaction tank 4, whole system facility floor space is few; Meanwhile, be equipped with PLC two-position controller 16, manning is few, and whole system level of automation is high, flexibly stable.
During utility model works, resident living sewage filters out after bulk foreign material by water inlet pipe 1 through fine fack, enter preliminary sedimentation tank 2 by preliminary sedimentation tank lift pump 3, due to community life sewage flooding quantity, variability is very large in time, and therefore sanitary sewage also plays regulating effect.After sanitary sewage pond exceedes threshold value, sewage is got to aeration type membrane biological reaction tank 4 by PLC two-position controller 16 controlling diaphragm biological reaction tank lift pump 5,30% excellent PAC is removed P agent according to the flow of 0.3 side/h and gets to aeration type membrane biological reaction tank 4 by PLC two-position controller 16 control pump 7 simultaneously, PLC two-position controller 16 controls gas blower 15 pairs of aeration type membrane biological reaction tank 4 aerations, the shearing force simultaneously produced is cleaned film surface, thus effectively prevents fouling membrane.
Submerged hollow fiber membrane 14 has very strong filtration capacity and makes active sludge have very strong biological activity, makes BOD, COD, NH4+-N and P in sewage have very strong removal efficiency.Meanwhile, auxiliary and chemical agent PAC precipitates P in sewage, and the removal efficiency of P in sewage is improved greatly.The solid-liquid separation effect of aeration type membrane biological reaction tank 4 makes after treated water passes through, and discharges through outlet conduit.In aeration type membrane biological reaction tank 4, excess sludge is discharged by pump 9 and is entered sludge sump 8.And the not good sewage for the treatment of effect by reflux pump 13 by sewage backflow to preliminary sedimentation tank, after mixing with water inlet, again enter aeration type membrane biological reaction tank 4 process.
Claims (5)
1. the self-built waste disposal plant in community, comprise water inlet pipe (1), it is characterized in that: water inlet pipe (1) is connected with preliminary sedimentation tank (2), preliminary sedimentation tank lift pump (3) is provided with between water inlet pipe (1) and preliminary sedimentation tank (2), preliminary sedimentation tank (2) is connected with aeration type membrane biological reaction tank (4) by pipeline, membrane biological reaction pond lift pump (5) is provided with between preliminary sedimentation tank (2) and aeration type membrane biological reaction tank (4), aeration type membrane biological reaction tank (4) is connected with feed tank (6) by pipeline, control pump (7) is provided with between feed tank (6) and aeration type membrane biological reaction tank (4), aeration type membrane biological reaction tank (4) is connected with sludge sump (8) by pipeline, pump (9) is provided with between aeration type membrane biological reaction tank (4) and sludge sump (8), described aeration type membrane biological reaction tank (4) is connected with rising pipe (10).
2. the self-built waste disposal plant in community according to claim 1, is characterized in that: between water inlet pipe (1) and preliminary sedimentation tank (2), be provided with fine fack (11).
3. the self-built waste disposal plant in community according to claim 1, it is characterized in that: aeration type membrane biological reaction tank (4) is connected with preliminary sedimentation tank (2) by return line (12), between aeration type membrane biological reaction tank (4) and preliminary sedimentation tank (2), be provided with reflux pump (13).
4. the self-built waste disposal plant in community according to claim 1, it is characterized in that: in aeration type membrane biological reaction tank (4), be provided with submerged hollow fiber membrane (14), aeration type membrane biological reaction tank (4) bottom is provided with aerating apparatus, and aerating apparatus is connected to form by pipe connecting and gas blower (15).
5. the self-built waste disposal plant in the community according to claim 1 or 3, is characterized in that: described preliminary sedimentation tank lift pump (3), membrane biological reaction pond lift pump (5), control pump (7), pump (9) are connected with PLC two-position controller (16) with reflux pump (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520404734.6U CN204752477U (en) | 2015-06-12 | 2015-06-12 | Self -built sewage treatment plant in district |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520404734.6U CN204752477U (en) | 2015-06-12 | 2015-06-12 | Self -built sewage treatment plant in district |
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| Publication Number | Publication Date |
|---|---|
| CN204752477U true CN204752477U (en) | 2015-11-11 |
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ID=54467206
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520404734.6U Active CN204752477U (en) | 2015-06-12 | 2015-06-12 | Self -built sewage treatment plant in district |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105000750A (en) * | 2015-06-12 | 2015-10-28 | 中国电建集团贵阳勘测设计研究院有限公司 | Self-built sewage treatment system and device for communities |
-
2015
- 2015-06-12 CN CN201520404734.6U patent/CN204752477U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105000750A (en) * | 2015-06-12 | 2015-10-28 | 中国电建集团贵阳勘测设计研究院有限公司 | Self-built sewage treatment system and device for communities |
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