CN204211609U - A kind of integrated aerobic advanced treatment apparatus - Google Patents
A kind of integrated aerobic advanced treatment apparatus Download PDFInfo
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- CN204211609U CN204211609U CN201420659564.1U CN201420659564U CN204211609U CN 204211609 U CN204211609 U CN 204211609U CN 201420659564 U CN201420659564 U CN 201420659564U CN 204211609 U CN204211609 U CN 204211609U
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Abstract
The utility model discloses a kind of integrated aerobic advanced treatment apparatus, this device comprises adsorption biodegradation treatment zone (1), oxidation ditch (2), second pond (3), advanced treatment reaction tank (4), three heavy ponds (5), water inlet pipe (6) and rising pipe (7), and described adsorption biodegradation treatment zone comprises A section aeration tank (1a), A section settling tank (1b), B section aeration tank (1c) and B section settling tank (1d).Advantage of the present utility model is as follows: 1) by waste disposal plant integration, reduce floor space, simplification device constructs, and reduces cost of investment; 2) one-level containing sewage, secondary and tertiary treatment device, sewage, through sufficient biochemical reaction and precipitation, efficiently can remove the pollutent in water body; 3) device whole process realizes gravity flow, and energy consumption is low, and running cost is low.
Description
Technical field
The utility model relates to a kind of waste disposal plant, is specifically related to a kind of integrated aerobic advanced treatment apparatus.
Background technology
China is populous, and Economic development is rapid, resident and industrial quantity of wastewater effluent huge, and China's distribution of water resources is uneven, and partial area serious water shortage, if can not resolve effluent problem well, will cause severe contamination and the scarcity of water resources.
Sewage disposal can be divided into Physical, biological process and chemical method three kinds according to its effect: Physical mainly utilizes physical action to be separated non-solubility material in sewage, in treating processes, do not change chemical property, conventional has the methods such as gravity separation, centrifugation, reverse osmosis, air supporting; Biological process utilizes the metabolic function of microorganism, and the organic substance decomposing in sewage being dissolving or colloidal state is oxidized to stable inorganic substance, sewage is purified, conventional has activated sludge process and biomembrance process; Chemical method utilizes chemical reaction to be used for processing or reclaiming the dissolved substance of sewage or the method for colloidalmaterial, is used for trade effluent.Conventional has Coagulation Method, neutralisation, oxidation reduction process, ion exchange method etc.And sewage disposal point can be divided into coagulation, second-stage treatment and tertiary treatment according to degree for the treatment of.Coagulation mainly removes the solid matter in suspended state in sewage, and the waste water BOD content after coagulation is still higher, should not discharge.The main task of second-stage treatment significantly removes the organism in colloid and dissolved state in sewage, significantly reduces BOD, COD content in sewage.The object of tertiary treatment removes certain special pollution substance further, as except fluorine, dephosphorization etc., belongs to deep treatment method.Current China water pollutions situation is constantly aggravated, sewage disposal and regeneration industry is made to receive unprecedented concern, industry development potentiality are very large, various types of waste disposal plant also arises at the historic moment, as Chinese patent CN201320765895(application number) disclose a kind of silk reeling wastewater advanced treatment apparatus, comprise the grille well be communicated with successively, anaerobic pond, aerobic contact oxidation pond, settling tank, anaerobic filter, multifunctional bio-active charcoal tower and clean water basin, system or anaerobic pond is discharged or/and aerobic contact oxidation pond is communicated with by sludge pump and sludge disposal bottom settling tank, settling tank is communicated with anaerobic filter by promoting water pump, the aeration gas distribution pipe of gas blower oxygen supply is provided with in aerobic contact oxidation pond and multifunctional bio-active charcoal tower, cooling tower is provided with between clean water basin and multifunctional bio-active charcoal tower.Chinese patent CN201120384976(application number) disclose a kind of buried type full-automatic integrating sewage treatment device, this device is wholy set in underground, comprise the first heavy anoxic pond connected successively by pipeline, the contact-oxidation pool of more than three or three and second pond, just be provided with elastomeric layer in heavy anoxic pond and contact-oxidation pool, bottom contact-oxidation pool, aerating apparatus is housed, be connected with mud delivery pipeline in second pond, realize promoting by sludge pump.
Comprise that coagulation, second-stage treatment and the waste disposal plant of tertiary treatment generally compare dispersion, floor space is large, pipeline is connected complexity, energy consumption is high, running cost is high and sewage treating efficiency is low simultaneously; The waste disposal plant of sectoral integration solves the problem that device disperses and floor space is large, does not but comprise complete one-level, secondary, tertiary treatment processes, and sewage disposal is incomplete, and emission standard is lower.Therefore, develop a kind of waste disposal plant collecting coagulation, second-stage treatment and tertiary treatment one, reduce floor space, simplified apparatus structure, reduce energy consumption and cost, improve sewage treating efficiency and emission standard, solve a sewage disposal difficult problem, there are great economic benefit, social benefit and ecological benefits.
Utility model content
For solving the deficiencies in the prior art, the utility model provides a kind of integrated sewage treating apparatus, be intended to solve the technical problem that waste disposal plant floor space is large or processing efficiency is low, there is provided a kind of and integrate coagulation, second-stage treatment and tertiary treatment, floor space is few, energy consumption is low, and sewage treating efficiency is high, the integrated aerobic advanced treatment apparatus that running cost is low.
The utility model is achieved in that
A kind of integrated aerobic advanced treatment apparatus, is characterized in that: this device comprises adsorption biodegradation treatment zone, oxidation ditch, second pond, advanced treatment reaction tank, three heavy ponds, water inlet pipe and rising pipe; Described oxidation ditch structure ringwise; Second pond and three heavy ponds are separately positioned on the two ends of adsorption biodegradation treatment zone; Second pond, three heavy ponds, adsorption biodegradation treatment zone and advanced treatment reaction tank are arranged in the annular of oxidation ditch; Advanced treatment reaction tank is arranged on the side of adsorption biodegradation treatment zone; Described adsorption biodegradation treatment zone comprises A section aeration tank, A section settling tank, B section aeration tank and B section settling tank, and in setting gradually; Described A section aeration tank, A section settling tank, B section aeration tank, B section settling tank, oxidation ditch, second pond, advanced treatment reaction tank are communicated with by arranging overflow port each other successively with three heavy ponds, described water inlet pipe is positioned at top, A section aeration tank, described rising pipe is positioned at three heavy tops, pond, and the vertex of rising pipe is positioned at below the lower-most point sea line of water inlet pipe
Further preferably, described A section aeration tank, A section settling tank, B section aeration tank, B section settling tank, oxidation ditch, second pond, advanced treatment reaction tank become level or the setting that declines gradually with the height in three heavy ponds.
Further preferably, described A section aeration tank arranges surface aeration machine I, and described A section settling tank inside arranges sludge pipe I and sludge pump I, and described sludge pipe I outlet is communicated with upper end, A section aeration tank, and the entrance end of sludge pipe I is located at the bottom of A section settling tank.Surface aeration machine can realize the function of aeration, plug-flow and stirring simultaneously, and make microorganism can carry out biochemical reaction better, sludge pipe by sludge reflux, can react fully.
Further preferably, described B section aeration tank arranges surface aeration machine II, and described B section settling tank inside arranges sludge pipe II and sludge pump II, and described sludge pipe II outlet is communicated with upper end, B section aeration tank, and the entrance end of sludge pipe II is located at the bottom of B section settling tank.Surface aeration machine can realize the function of aeration, plug-flow and stirring simultaneously, and be that microorganism can carry out biochemical reaction better, sludge pipe by sludge reflux, can react fully.
Further preferably, described oxidation ditch arranges surface aeration machine III, and the quantity of aerator III is more than 1.Surface aeration machine can realize the function of aeration, plug-flow and stirring simultaneously, is that microorganism can carry out biochemical reaction better.
Further preferably, described second pond inside arranges sludge pipe III and sludge pump III, described sludge pipe III by Y-tube respectively with top, A section aeration tank or integrated aerobic advanced treatment apparatus ft connection, the entrance end of sludge pipe III is located at the bottom of second pond.In second pond unreacted completely mud can be back to A section aeration tank, again process, then discharger is outside to process mud completely.
Further preferably, arrange diffuser bottom described advanced treatment reaction tank, described diffuser is connected with gas blower by airway.Gas blower carries out oxygenation to advanced treatment pond and to fall apart gas, makes to keep higher oxygen level in pond, is beneficial to microorganism and carries out sufficient aerobic digestion, the organism in degradation of sewage.
Further preferably, described three heavy inside, pond arrange sludge pipe IV and sludge pump IV, described sludge pipe IV by Y-tube respectively with top, A section aeration tank or integrated aerobic advanced treatment apparatus ft connection, the entrance end of sludge pipe IV is located at the bottom in three heavy ponds.In three heavy ponds unreacted completely mud can be back to A section aeration tank, again process, then discharger is outside to process mud completely.
Principle of work of the present utility model is:
Sewage flows into the A section aeration tank in AB treatment zone through water inlet pipe, the a small amount of aeration of surface aeration machine I, microorganism in sewage carries out the incomplete oxidation reaction of high loading, partial organic substances is degraded, then sewage enters A section settling tank, pollutent is through biological treatment effect generation sedimentation, a mud and sewage part in A section settling tank is back to A section aeration tank through sludge pipe I, a part flows into B section aeration tank, surface aeration machine II is aeration fully, eukaryotic microorganisms in sewage carries out the aerobic reaction of underload, reacted sewage flows into B section settling tank and carries out flocculation sediment, a mud and sewage part for B section settling tank is back to B section aeration tank through sludge pipe II, a part flows into oxidation ditch, surface aeration machine III carries out continuously or intermittent aeration and plug-flow, also anaerobic and aerobic reaction is alternately there is in sewage at oxidation ditch internal circulation flow, sewage flows into second pond afterwards, mud is natural subsidence under gravity, mud is back to A section aeration tank by sludge pipe III and again purifies, or discharger realizes sludge reduction, oettIed sewage flows into advanced treatment reaction tank, gas blower carries out air blast by diffuser and supplies gas, organism in sewage carries out the aerobic reaction of the degree of depth, further removal nitrogen, the organic pollutants such as phosphorus, then sewage flows into three heavy ponds, mud is in gravity generation sedimentation, solid-liquid separation, mud is back to A section aeration tank by sludge pipe IV and again purifies, or discharger realizes sludge reduction.Sewage, through above treatment step, realizes the minimizing of pollutent, and water body is up to standard to be discharged by rising pipe.
Compared with prior art, tool has the following advantages the utility model:
(1) by waste disposal plant integration, reduce floor space, simplification device constructs, and reduces cost of investment.
(2) sewage passes in and out system by flow by gravity, reduces energy consumption.
(3) adopt adsorption biodegradation to dispose of sewage, A section mainly carries out biological treatment effect and the incomplete oxidation reaction of microorganism, and B section mainly carries out the oxidizing reaction of microorganism, and the sewage after adsorption biodegradation process can significantly reduce BOD content.
(4) adopt oxidation ditch process to dispose of sewage, sewage circulates and aerated reaction at closed oxidation ditch, can prevent from sludgd deposition and accelerate microorganism carrying out biochemical reaction.
(5) sludge reflux of complete digestion non-in second pond is processed again, can nuisance further in digested sludge, reduce sludge quantity.
(6) advanced treatment reaction tank is inflated, and microorganism can carry out sufficient aerobic reaction, and sewage is carried out deep purifying, at utmost reduces the BOD content in sewage.
(7) three heavy ponds adopt flocculation sediment technique, and microorganism and mud are carried out sedimentation, realizes mud-water separation, make the emission standard that the water after process reaches higher, sludge reflux processes or qualified discharge again, realizes the efficient process of sewage.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of a kind of integrated aerobic advanced treatment apparatus of the present utility model.
Indicate in figure: 1-AB art breading district, 1a-A section aeration tank, 1b-A section settling tank, 1c-B section aeration tank, 1d-B section settling tank, 2-oxidation ditch, 3-second pond, 4-advanced treatment reaction tank, 5-tri-sinks pond, 6-water inlet pipe, 7-rising pipe, 8a-sludge pipe III, 8b-sludge pipe I, 8c-sludge pipe II, 8d-sludge pipe IV, 9-gas blower, 10a-aerator III, 10b-aerator I, 10c-aerator II, 11a-sludge pump III, 11b-sludge pump I, 11c-sludge pump II, 11d-sludge pump IV, 12-diffuser.
Embodiment
Below, by reference to the accompanying drawings embodiment of the present utility model is described further.
Fig. 1 represents, sewage enters integrated aerobic advanced treatment apparatus from water inlet pipe 6 and carries out purifying treatment to the whole process flowed out from rising pipe 7, in figure, thick arrow represents the flow direction of sewage in integrated aerobic advanced treatment apparatus, and thin arrow represents mixed-liquor return direction, the backflow of mud or discharge direction.
embodiment 1
As shown in Figure 1,
a kind of integrated aerobic advanced treatment apparatus, this device comprises adsorption biodegradation treatment zone 1, oxidation ditch 2, second pond 3, the heavy pond 5 of advanced treatment reaction tank 4, three, water inlet pipe 6 and rising pipe 7; Described oxidation ditch 2 structure ringwise; Second pond 3 and three heavy ponds 5 are separately positioned on the two ends of adsorption biodegradation treatment zone 1; The heavy pond 5 of second pond 3, three, adsorption biodegradation treatment zone 1 and advanced treatment reaction tank 4 are arranged in the annular of oxidation ditch 2; Advanced treatment reaction tank 4 is arranged on the side of adsorption biodegradation treatment zone 1; Described adsorption biodegradation treatment zone 1 comprises A section aeration tank 1a, A section settling tank 1b, B section aeration tank 1c and B section settling tank 1d, and in setting gradually; Described A section aeration tank 1a, A section settling tank 1b, B section aeration tank 1c, B section settling tank 1d, oxidation ditch 2, second pond 3, advanced treatment reaction tank 4 are communicated with by arranging overflow port each other successively with three heavy ponds 5, described water inlet pipe 6 is positioned at 1a top, A section aeration tank, described rising pipe 7 is positioned at three heavy tops, pond 5, and the vertex of rising pipe 7 is positioned at below the lower-most point sea line of water inlet pipe 6.
1a, A section settling tank 1b, B section aeration tank, A section aeration tank 1c, B section settling tank 1d, oxidation ditch 2, second pond 3, advanced treatment reaction tank 4 become to be horizontally disposed with the height in three heavy ponds 5.
A section aeration tank 1a arranges surface aeration machine I 10b, and A section settling tank 1b inside arranges sludge pipe I 8b and sludge pump I 11b, and sludge pipe I 8b outlet is communicated with 1a upper end, A section aeration tank, and the entrance end of sludge pipe I 8b is located at the bottom of A section settling tank 1b.
B section aeration tank 1c arranges surface aeration machine II 10c, and B section settling tank 1d inside arranges sludge pipe II 8c and sludge pump II 11c, and sludge pipe II 8c outlet is communicated with 1c upper end, B section aeration tank, and the entrance end of sludge pipe II 8c is located at the bottom 1d of B section settling tank.。
Oxidation ditch 2 arranges surface aeration machine III 10a, and the quantity of aerator III 10a is 4.
Second pond 3 inside arranges sludge pipe III 8a and sludge pump III 11a, sludge pipe III 8a by Y-tube respectively with 1a top, A section aeration tank or integrated aerobic advanced treatment apparatus ft connection, the entrance end of sludge pipe III 8a is located at the bottom of second pond 3.
Arrange diffuser 12 bottom advanced treatment reaction tank 4, diffuser 12 is connected with gas blower 9 by airway.
Three heavy inside, pond 5 arrange sludge pipe IV 8d and sludge pump IV 11d, sludge pipe IV 8d by Y-tube respectively with 1a top, A section aeration tank or integrated aerobic advanced treatment apparatus ft connection, the entrance end of sludge pipe IV 8d is located at the bottom in three heavy ponds 5.
By this application of installation in A company pulp and paper effluent treatment, process wastewater flow rate 30000 m every day
3, before wastewater treatment, water-quality COD is 1500 mg/L, water-quality COD≤60 mg/L after the process of integrated aerobic advanced treatment apparatus.
embodiment 2
As shown in Figure 1,
a kind of integrated aerobic advanced treatment apparatus, this device comprises adsorption biodegradation treatment zone 1, oxidation ditch 2, second pond 3, the heavy pond 5 of advanced treatment reaction tank 4, three, water inlet pipe 6 and rising pipe 7; Described oxidation ditch 2 structure ringwise; Second pond 3 and three heavy ponds 5 are separately positioned on the two ends of adsorption biodegradation treatment zone 1; The heavy pond 5 of second pond 3, three, adsorption biodegradation treatment zone 1 and advanced treatment reaction tank 4 are arranged in the annular of oxidation ditch 2; Advanced treatment reaction tank 4 is arranged on the side of adsorption biodegradation treatment zone 1; Described adsorption biodegradation treatment zone 1 comprises A section aeration tank 1a, A section settling tank 1b, B section aeration tank 1c and B section settling tank 1d, and in setting gradually; Described A section aeration tank 1a, A section settling tank 1b, B section aeration tank 1c, B section settling tank 1d, oxidation ditch 2, second pond 3, advanced treatment reaction tank 4 are communicated with by arranging overflow port each other successively with three heavy ponds 5, described water inlet pipe 6 is positioned at 1a top, A section aeration tank, described rising pipe 7 is positioned at three heavy tops, pond 5, and the vertex of rising pipe 7 is positioned at below the lower-most point sea line of water inlet pipe 6.
1a, A section settling tank 1b, B section aeration tank, A section aeration tank 1c, B section settling tank 1d, oxidation ditch 2, second pond 3, advanced treatment reaction tank 4 become with the height in three heavy ponds 5 setting that declines gradually.
A section aeration tank 1a arranges surface aeration machine I 10b, and A section settling tank 1b inside arranges sludge pipe I 8b and sludge pump I 11b, and sludge pipe I 8b outlet is communicated with 1a upper end, A section aeration tank, and the entrance end of sludge pipe I 8b is located at the bottom of A section settling tank 1b.
B section aeration tank 1c arranges surface aeration machine II 10c, and B section settling tank 1d inside arranges sludge pipe II 8c and sludge pump II 11c, and sludge pipe II 8c outlet is communicated with 1c upper end, B section aeration tank, and the entrance end of sludge pipe II 8c is located at the bottom 1d of B section settling tank.。
Oxidation ditch 2 arranges surface aeration machine III 10a, and the quantity of aerator III 10a is 3.
Second pond 3 inside arranges sludge pipe III 8a and sludge pump III 11a, sludge pipe III 8a by Y-tube respectively with 1a top, A section aeration tank or integrated aerobic advanced treatment apparatus ft connection, the entrance end of sludge pipe III 8a is located at the bottom of second pond 3.
Arrange diffuser 12 bottom advanced treatment reaction tank 4, diffuser 12 is connected with gas blower 9 by airway.
Three heavy inside, pond 5 arrange sludge pipe IV 8d and sludge pump IV 11d, sludge pipe IV 8d by Y-tube respectively with 1a top, A section aeration tank or integrated aerobic advanced treatment apparatus ft connection, the entrance end of sludge pipe IV 8d is located at the bottom in three heavy ponds 5.
By this application of installation in B company pulp and paper effluent treatment, process wastewater flow rate 8000 m every day
3, before wastewater treatment, water-quality COD is 2000 mg/L, water-quality COD≤100 mg/L after the process of integrated aerobic advanced treatment apparatus.
embodiment 3
As shown in Figure 1,
a kind of integrated aerobic advanced treatment apparatus, this device comprises adsorption biodegradation treatment zone 1, oxidation ditch 2, second pond 3, the heavy pond 5 of advanced treatment reaction tank 4, three, water inlet pipe 6 and rising pipe 7; Described oxidation ditch 2 structure ringwise; Second pond 3 and three heavy ponds 5 are separately positioned on the two ends of adsorption biodegradation treatment zone 1; The heavy pond 5 of second pond 3, three, adsorption biodegradation treatment zone 1 and advanced treatment reaction tank 4 are arranged in the annular of oxidation ditch 2; Advanced treatment reaction tank 4 is arranged on the side of adsorption biodegradation treatment zone 1; Described adsorption biodegradation treatment zone 1 comprises A section aeration tank 1a, A section settling tank 1b, B section aeration tank 1c and B section settling tank 1d, and in setting gradually; Described A section aeration tank 1a, A section settling tank 1b, B section aeration tank 1c, B section settling tank 1d, oxidation ditch 2, second pond 3, advanced treatment reaction tank 4 are communicated with by arranging overflow port each other successively with three heavy ponds 5, described water inlet pipe 6 is positioned at 1a top, A section aeration tank, described rising pipe 7 is positioned at three heavy tops, pond 5, and the vertex of rising pipe 7 is positioned at below the lower-most point sea line of water inlet pipe 6.
1a, A section settling tank 1b, B section aeration tank, A section aeration tank 1c, B section settling tank 1d, oxidation ditch 2, second pond 3, advanced treatment reaction tank 4 become to be horizontally disposed with the height in three heavy ponds 5.
A section aeration tank 1a arranges surface aeration machine I 10b, and A section settling tank 1b inside arranges sludge pipe I 8b and sludge pump I 11b, and sludge pipe I 8b outlet is communicated with 1a upper end, A section aeration tank, and the entrance end of sludge pipe I 8b is located at the bottom of A section settling tank 1b.
B section aeration tank 1c arranges surface aeration machine II 10c, and B section settling tank 1d inside arranges sludge pipe II 8c and sludge pump II 11c, and sludge pipe II 8c outlet is communicated with 1c upper end, B section aeration tank, and the entrance end of sludge pipe II 8c is located at the bottom 1d of B section settling tank.。
Oxidation ditch 2 arranges surface aeration machine III 10a, and the quantity of aerator III 10a is 1.
Second pond 3 inside arranges sludge pipe III 8a and sludge pump III 11a, sludge pipe III 8a by Y-tube respectively with 1a top, A section aeration tank or integrated aerobic advanced treatment apparatus ft connection, the entrance end of sludge pipe III 8a is located at the bottom of second pond 3.
Arrange diffuser 12 bottom advanced treatment reaction tank 4, diffuser 12 is connected with gas blower 9 by airway.
Three heavy inside, pond 5 arrange sludge pipe IV 8d and sludge pump IV 11d, sludge pipe IV 8d by Y-tube respectively with 1a top, A section aeration tank or integrated aerobic advanced treatment apparatus ft connection, the entrance end of sludge pipe IV 8d is located at the bottom in three heavy ponds 5.
By this application of installation in C company pulp and paper effluent treatment, process wastewater flow rate 18000 m every day
3, before wastewater treatment, water-quality COD is 1100 mg/L, water-quality COD≤50 mg/L after the process of integrated aerobic advanced treatment apparatus.
Claims (8)
1. an integrated aerobic advanced treatment apparatus, is characterized in that: this device comprises adsorption biodegradation treatment zone (1), oxidation ditch (2), second pond (3), advanced treatment reaction tank (4), three heavy ponds (5), water inlet pipe (6) and rising pipe (7); Described oxidation ditch (2) structure ringwise; Second pond (3) and three heavy ponds (5) are separately positioned on the two ends of adsorption biodegradation treatment zone (1); Second pond (3), three heavy ponds (5), adsorption biodegradation treatment zone (1) and advanced treatment reaction tank (4) are arranged in the annular of oxidation ditch (2); Advanced treatment reaction tank (4) is arranged on the side of adsorption biodegradation treatment zone (1); Described adsorption biodegradation treatment zone (1) comprises A section aeration tank (1a), A section settling tank (1b), B section aeration tank (1c) and B section settling tank (1d), and in setting gradually; Described A section aeration tank (1a), A section settling tank (1b), B section aeration tank (1c), B section settling tank (1d), oxidation ditch (2), second pond (3), advanced treatment reaction tank (4) are communicated with by arranging overflow port each other successively with three heavy ponds (5), described water inlet pipe (6) is positioned at A section aeration tank (1a) top, described rising pipe (7) is positioned at three heavy pond (5) tops, and the vertex of rising pipe (7) is positioned at below the lower-most point sea line of water inlet pipe (6).
2. integrated aerobic advanced treatment apparatus according to claim 1, is characterized in that: described A section aeration tank (1a), A section settling tank (1b), B section aeration tank (1c), B section settling tank (1d), oxidation ditch (2), second pond (3), advanced treatment reaction tank (4) become level or the setting that declines gradually with the height in three heavy ponds (5).
3. integrated aerobic advanced treatment apparatus according to claim 1, it is characterized in that: described A section aeration tank (1a) arranges surface aeration machine I (10b), described A section settling tank (1b) inside arranges sludge pipe I (8b) and sludge pump I (11b), described sludge pipe I (8b) outlet is communicated with A section aeration tank (1a) upper end, and the entrance end of sludge pipe I (8b) is located at the bottom of A section settling tank (1b).
4. integrated aerobic advanced treatment apparatus according to claim 1, it is characterized in that: described B section aeration tank (1c) arranges surface aeration machine II (10c), described B section settling tank (1d) inside arranges sludge pipe II (8c) and sludge pump II (11c), described sludge pipe II (8c) outlet is communicated with B section aeration tank (1c) upper end, and the entrance end of sludge pipe II (8c) is located at the bottom (1d) of B section settling tank.
5., according to the arbitrary described integrated aerobic advanced treatment apparatus of claim 1-4, it is characterized in that: described oxidation ditch (2) arranges surface aeration machine III (10a), the quantity of aerator III (10a) is more than 1.
6. integrated aerobic advanced treatment apparatus according to claim 1, it is characterized in that: described second pond (3) inside arranges sludge pipe III (8a) and sludge pump III (11a), described sludge pipe III (8a) by Y-tube respectively with (1a) top, A section aeration tank or integrated aerobic advanced treatment apparatus ft connection, the entrance end of sludge pipe III (8a) is located at the bottom of second pond (3).
7. integrated aerobic advanced treatment apparatus according to claim 1, is characterized in that: described advanced treatment reaction tank (4) bottom arranges diffuser (12), and described diffuser (12) is connected with gas blower (9) by airway.
8. integrated aerobic advanced treatment apparatus according to claim 1, it is characterized in that: described three heavy pond (5) inside arrange sludge pipe IV (8d) and sludge pump IV (11d), described sludge pipe IV (8d) by Y-tube respectively with (1a) top, A section aeration tank or integrated aerobic advanced treatment apparatus ft connection, the entrance end of sludge pipe IV (8d) is located at the bottom in three heavy ponds (5).
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| CN201420659564.1U CN204211609U (en) | 2014-11-06 | 2014-11-06 | A kind of integrated aerobic advanced treatment apparatus |
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| CN201420659564.1U CN204211609U (en) | 2014-11-06 | 2014-11-06 | A kind of integrated aerobic advanced treatment apparatus |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104355493A (en) * | 2014-11-06 | 2015-02-18 | 广西绿晨环境工程有限公司 | Integrated aerobiotic advanced treatment device |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104355493A (en) * | 2014-11-06 | 2015-02-18 | 广西绿晨环境工程有限公司 | Integrated aerobiotic advanced treatment device |
| CN104355493B (en) * | 2014-11-06 | 2016-04-06 | 广西绿晨环境工程有限公司 | A kind of integrated aerobic advanced treatment apparatus |
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Granted publication date: 20150318 Effective date of abandoning: 20160406 |
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