CN204661495U - A/O waste water processes equipment - Google Patents
A/O waste water processes equipment Download PDFInfo
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- CN204661495U CN204661495U CN201520185026.8U CN201520185026U CN204661495U CN 204661495 U CN204661495 U CN 204661495U CN 201520185026 U CN201520185026 U CN 201520185026U CN 204661495 U CN204661495 U CN 204661495U
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Abstract
The utility model relates to waste water processes equipment, disclose A/O waste water processes equipment, comprise the grille well be arranged in order, modified pond, Aerobic Pond, settling tank, also comprise be located at the second anoxic pond between Aerobic Pond and settling tank, be located at settling tank after biological filter.The utility model is by setting up anoxic pond, biological filter, adopt a point two-stage water mode, the denitrification of strengthening nitrate, nitrated, denitrification interval is carried out, the basicity be consumed in nitrifying process, obtains compensation to a certain extent in denitrification process, can be used for processing containing the higher waste water of nitrogen concentration, to make in whole flow system that basicity can not great changes will take place and do not need to supplement basicity again, greatly improve the clearance to nitrogen; Adopt the biological filter of limited aeration, remove the residual organic pollutant of denitrification further, improve the nitric efficiency of system, biological filter also can retain active sludge, and processing power is strong, treatment effect is good, simple.
Description
Technical field
The utility model relates to a kind of waste water processes equipment, particularly relates to a kind of A/O waste water processes equipment and processing method thereof.
Background technology
Along with the fast development of economic society and the quickening of process of industrialization, water requirement increases increasingly, and water resources has become the important factor of restriction social development.And existing municipal sewage plant of China, the clearance of nitrogen is very low, causes body eutrophication phenomenon to be aggravated.Therefore, research and develop efficient, economic biological denitrification process and become current hotspot.In the denitrification treatment process of sewage, biological process, because technique is simple, processing power is strong, operation scheme is flexible, has become the important method of municipal effluent denitrogenation processing in recent years, and has been used widely.Biological denitrificaion is by nitrification and denitrification two process implementations, and the biological denitrification process of A/O sewage disposal adopts more a kind of denitrification process at present.
Mainly there is following problem in the biological denitrification process of existing A/O sewage disposal:
First, the process water of A/O technical process flows out from Aerobic Pond, the ammonification of itrogenous organic substance and the nitrated of ammonia nitrogen carry out in Aerobic Pond, therefore, in process water, also have certain density nitrate, if settling tank operation is improper, in settling tank, also anti-nitration reaction can occur, make Mud up-floating, process water water quality deterioration.
Secondly, when process is containing the waste water that nitrogen concentration is high, needs to increase separately and throw alkali equipment to regulate Aerobic Pond pH value.In denitrification process, reduction 1mg nitric nitrogen can produce the basicity of 3.75mg, and in nitration reaction process, the NH3-N of 1mg is oxidized to NO3-N, consume the basicity of 7.14mg.In A/O system, about the basicity that anti-nitration reaction produces compensates the half of nitration reaction consumption basicity only.Therefore, alkali must be thrown separately with adjust pH to the waste water higher containing nitrogen concentration.
Again, A/O system is not high enough to influent COD clearance.Utilization of carbon source rate is low or organic concentration is low, all can affect denitrifying carbon source demand, and denitrification can not carry out smoothly, and nitrate radical just can accumulate in a large number, affects denitrification denitrogenation efficiency.
Summary of the invention
The utility model mainly exists in settling tank for A/O waste water processes equipment and biological denitrification process thereof in prior art and anti-nitration reaction occurs Mud up-floating so that treated water water quality is worsened again, need increase separately and throw alkali equipment to regulate Aerobic Pond pH value, A/O system to the not high enough shortcoming of influent COD clearance, provides a kind of and does not need to increase separately throwing alkali equipment to regulate Aerobic Pond pH value, the A/O waste water processes equipment of process modification and optimization and processing method thereof.
For A/O waste water processes technique Problems existing, technique is improved and optimizes.Set up an anoxic pond in Aerobic Pond outlet, after settling tank, set up a micro-biological filter of exposing to the sun, adopt a point two-stage water, introduce the raw wastewater of 20% ~ 30% simultaneously to the second anoxic pond.Do after improving, the denitrification of nitrate can have been strengthened, will improve further the clearance of nitrogen.In addition, owing to adopting a point two-stage water, nitrated, denitrification interval is carried out, and the basicity be consumed in nitrifying process, can obtain compensation to a certain extent in denitrification process, and so in the entire system, basicity can not change a lot.Compared with existing A/O waste water processes technique, can be used for processing containing the higher waste water of nitrogen concentration, generally do not need to supplement basicity again in whole denitrification process.
In order to solve the problems of the technologies described above, the utility model is solved by following technical proposals:
A/O waste water processes equipment, comprise the grille well be arranged in order, modified pond, Aerobic Pond, settling tank, also comprise be located at the second anoxic pond between Aerobic Pond and settling tank, be located at settling tank after biological filter, the mixture of biology or microorganism or biology and microorganism is provided with in biological filter, inspection center sewage enters grille well, flow through modified pond, Aerobic Pond, the second anoxic pond, settling tank, biological filter successively, discharge up to standard after sewage is processed.
Increase by the second anoxic pond, the denitrification of strengthening nitrate nitrogen.After a large amount of nitrate in mixed solution are back to the first anoxic pond, can obtain sufficient organism from raw waste water, denitrification denitrogenation is fully carried out, and the clearance of this part nitrate nitrogen is high.Set up the second anoxic pond, strengthen the denitrification to nitrate nitrogen in Aerobic Pond water outlet, further raising will be had to the clearance of nitrogen.Aerobic Pond water outlet flows through the second anoxic pond and enters settling tank again, can reduce nitrate concentration in settling tank, prevents the generation of Mud up-floating.
Increase biological filter, adopt limited aeration, remove the residual organic pollutant of denitrification further, improve the nitric efficiency of system.Biological filter can also retain active sludge, and processing power is strong, treatment effect good and simple.
As preferably, arrange aerator in biological filter, aerator carries out limited aeration to biological filter, and limited aeration is for removing the residual organic pollutant of denitrification and retaining active sludge.
As preferably, biological filter is provided with back flushing inlet pipe, back flushing water inlet pipe, back flushing rising pipe, sludge pipe, and mud and water are separated in biological filter, and water is discharged from back flushing rising pipe, and mud is discharged from sludge pipe.
As preferably, between modified pond and Aerobic Pond, be provided with the first anoxic pond.
As preferably, modified pond is connected with pH chemicals dosing plant by chemical feed pipe.
As preferably, Aerobic Pond is provided with reflux pump, and muddy water mixed solution is back to the first anoxic pond from Aerobic Pond by reflux pump.
As preferably, be provided with former water lift pump, liquidometer in grille well, former water lift pump is connected to modified pond by waste pipe.
As preferably, also comprise sludge sump, gas blower, sludge pipe is connected to sludge sump, by sludge pipe, partial sludge is discharged to sludge sump from settling tank; Gas blower carries out air blast to biological filter, the second anoxic pond, Aerobic Pond, modified pond respectively by air blast airduct.
As preferably, settling tank is provided with sludge pump.
A/O waste water processes processing step comprises:
A, inspection center sewage is entered grille well, former water lift pump is by modified for sewage suction pond;
B, regulate the pH value of sewage water in modified pond to reach running balance to sewage potential of hydrogen by pH chemicals dosing plant, the sewage that pH value reaches dynamic balance state enters the first anoxic pond;
C, an employing point two-stage water: pH value reaches the sewage of equilibrium state successively through the denitrogenation processing of the first anoxic pond, Aerobic Pond, the second anoxic pond, introduce the raw waste water of 20 ~ 30% to the second anoxic pond simultaneously, again the muddy water mixed solution of Aerobic Pond is back to the first anoxic pond, nitrated, denitrification interval is carried out, the basicity be consumed in nitrifying process, in denitrification process, obtain compensation to a certain extent, maintain the running balance of basicity;
Divide the process of two-stage water: draw part raw wastewater to the second anoxic pond, the organism in reactor in graywater, as carbon source, can improve influent COD clearance on the one hand, can reach again higher denitrification denitrogenation efficiency on the other hand.In addition, owing to adopting " two-stage water ", nitrated, denitrification interval is carried out, and the basicity be consumed in nitrifying process, can obtain compensation to a certain extent in denitrification process, and so in the entire system, basicity can not change a lot.Compared with existing A/O technique, can be used for processing containing the higher waste water of nitrogen concentration, generally do not need to supplement basicity again in whole denitrification process.
D, sewage after denitrogenation processing enter settling tank, and most of mud sinks bottom settling tank, and the partial sludge sunk bottom settling tank is extracted into sludge sump by sludge pump, another part are suspended in sludge reflux in water in the first anoxic pond simultaneously;
E, water are drained into biological filter from settling tank, and biological filter adopts limited aeration, remove the organic pollutant that denitrification is residual, and active sludge residual in trap water, then enters city planting ductwork by treated sewage up to standard;
F, the mud in sludge sump is carried out digestion be dehydrated into mud cake, then mud cake is transported sludge sump.
The utility model is owing to have employed above technical scheme, there is significant technique effect: by setting up anoxic pond, biological filter, adopt a point two-stage water mode, the denitrification of strengthening nitrate, nitrated, denitrification interval is carried out, the basicity be consumed in nitrifying process, compensation is to a certain extent obtained in denitrification process, can be used for processing containing the higher waste water of nitrogen concentration, to make in whole flow system that basicity can not great changes will take place and do not need to supplement basicity again, greatly improve the clearance to nitrogen; Adopt the biological filter of limited aeration, remove the residual organic pollutant of denitrification further, improve the nitric efficiency of system, biological filter also can retain active sludge, and processing power is strong, treatment effect is good, simple.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model A/O waste water processes apparatus embodiments.
Fig. 2 is the process flow sheet of the utility model A/O sewage disposal embodiment.
The toponym that in accompanying drawing, each number designation refers to is as follows: 1-biological filter, 2-sludge pipe, 3-settling tank, 4-the second anoxic pond, 5-pH chemicals dosing plant, 6-chemical feed pipe, 7-modified pond, 8-air blast airduct, 9-gas blower, 10-grille well, 11-waste pipe, 12-former water lift pump, 13-liquidometer, 14-sludge sump, 15-the first anoxic pond, 16-Aerobic Pond, 17-reflux pump, 18-sludge pump, 19-back flushing inlet pipe, 20-back flushing water inlet pipe, 21-back flushing rising pipe, 22-aerator.
Embodiment
Below in conjunction with accompanying drawing and embodiment, the utility model is described in further detail.
Embodiment 1
A/O waste water processes equipment, as shown in Figure 1-2, comprise be arranged in order grille well 10, modified pond 7, Aerobic Pond 16, settling tank 3, also comprise and be located at the second anoxic pond 4 between Aerobic Pond 16 and settling tank 3, be located at biological filter 1 after settling tank 3, mixture that is biological and microorganism is provided with in biological filter 1, inspection center sewage enters grille well 10, flows through modified pond 7, Aerobic Pond 16, second anoxic pond 4, settling tank 3, biological filter 1 successively, discharge up to standard after sewage is processed.
Increase by the second anoxic pond 4, the denitrification of strengthening nitrate nitrogen.After a large amount of nitrate in mixed solution are back to the first anoxic pond 15, can obtain sufficient organism from raw waste water, denitrification denitrogenation is fully carried out, and the clearance of this part nitrate nitrogen is high.Set up the second anoxic pond 4, strengthen the denitrification to nitrate nitrogen in Aerobic Pond water outlet, further raising will be had to the clearance of nitrogen.Aerobic Pond 16 water outlet flows through the second anoxic pond 4 and enters settling tank 3 again, can reduce nitrate concentration in settling tank 3, prevents the generation of Mud up-floating.
Increase biological filter 1, adopt limited aeration, remove the residual organic pollutant of denitrification further, improve the nitric efficiency of system.Biological filter 1 can also retain active sludge, and processing power is strong, treatment effect good and simple.
Adopt aerator 22 pairs of biological filters 1 to carry out limited aeration, limited aeration is for removing the residual organic pollutant of denitrification and retaining active sludge.
Biological filter 1 is provided with back flushing inlet pipe 19, back flushing water inlet pipe 20, back flushing rising pipe 21, sludge pipe 2, mud and water separated in biological filter 1, water is discharged from back flushing rising pipe 21, and mud is discharged from sludge pipe 2.
The first anoxic pond 15 is provided with between modified pond 7 and Aerobic Pond 16.
Modified pond 7 is connected with pH chemicals dosing plant 5 by chemical feed pipe 6.
Aerobic Pond 16 is provided with reflux pump 17, and muddy water mixed solution is back to the first anoxic pond 15 from Aerobic Pond 16 by reflux pump 17.
Be provided with former water lift pump 12, liquidometer 13 in grille well 10, former water lift pump 12 is connected to modified pond 7 by waste pipe 11.
Also comprise sludge sump 14, gas blower 9, sludge pipe 2 is connected to sludge sump 14, by sludge pipe 2, partial sludge is discharged to sludge sump 14 from settling tank 3; Gas blower 9 carries out air blast to biological filter 1, second anoxic pond 4, Aerobic Pond 16, modified pond 7 respectively by air blast airduct 8.
Settling tank 3 is provided with sludge pump 18.
A/O waste water processes processing step comprises:
A, inspection center sewage is entered grille well 10, former water lift pump 12 is by modified for sewage suction pond 7;
B, regulate the pH value of sewage water in modified pond 7 to reach running balance to sewage potential of hydrogen by pH chemicals dosing plant 5, the sewage that pH value reaches dynamic balance state enters the first anoxic pond 15;
C, an employing point two-stage water: pH value reaches the sewage of equilibrium state successively through the denitrogenation processing of the first anoxic pond 15, Aerobic Pond 16, second anoxic pond 4, introduce the raw waste water of 20 ~ 30% to the second anoxic pond 4 simultaneously, again the muddy water mixed solution of Aerobic Pond 16 is back to the first anoxic pond 15, nitrated, denitrification interval is carried out, the basicity be consumed in nitrifying process, in denitrification process, obtain compensation to a certain extent, maintain the running balance of basicity;
Divide the process of two-stage water: draw part raw wastewater to the second anoxic pond 4, the organism in reactor in graywater, as carbon source, can improve influent COD clearance on the one hand, can reach again higher denitrification denitrogenation efficiency on the other hand.In addition, owing to adopting " two-stage water ", nitrated, denitrification interval is carried out, and the basicity be consumed in nitrifying process, can obtain compensation to a certain extent in denitrification process, and so in the entire system, basicity can not change a lot.Compared with existing A/O technique, can be used for processing containing the higher waste water of nitrogen concentration, generally do not need to supplement basicity again in whole denitrification process.
D, sewage after denitrogenation processing enter settling tank 3, major part mud sinks bottom settling tank 3, the partial sludge sunk bottom settling tank 3 is extracted into sludge sump 14 by sludge pump 18, another part is suspended in sludge reflux in water in the first anoxic pond 15 simultaneously;
E, water are drained into biological filter 1 from settling tank 3, and biological filter 1 adopts limited aeration, remove the organic pollutant that denitrification is residual, and active sludge residual in trap water, then enters city planting ductwork by treated sewage up to standard;
F, the mud in sludge sump 14 is carried out digestion be dehydrated into mud cake, then mud cake is transported sludge sump 14
In a word, the foregoing is only preferred embodiment of the present utility model, all equalizations done according to the utility model claim change and modify, and all should belong to the covering scope of the utility model patent.
Claims (9)
1.A/O waste water processes equipment, comprise the grille well (10) be arranged in order, modified pond (7), Aerobic Pond (16), settling tank (3), it is characterized in that: also comprise the second anoxic pond (4) be located between Aerobic Pond (16) and settling tank (3), be located at the biological filter (1) after settling tank (3), the mixture of biology or microorganism or biology and microorganism is provided with in biological filter (1), inspection center sewage enters grille well (10), flow through modified pond (7) successively, Aerobic Pond (16), second anoxic pond (4), settling tank (3), biological filter (1), discharge up to standard after sewage is processed.
2. A/O waste water processes equipment according to claim 1, it is characterized in that: arrange aerator (22) in biological filter (1), aerator (22) carries out limited aeration to biological filter (1).
3. a kind of A/O waste water processes equipment according to claim 1 and 2, it is characterized in that: biological filter (1) is provided with back flushing inlet pipe (19), back flushing water inlet pipe (20), back flushing rising pipe (21), sludge pipe (2), mud and water separated in biological filter (1), water is discharged from back flushing rising pipe (21), and mud is discharged from sludge pipe (2).
4. a kind of A/O waste water processes equipment according to claim 1, is characterized in that: be provided with the first anoxic pond (15) between modified pond (7) and Aerobic Pond (16).
5. the A/O waste water processes equipment according to claim 1 or 4, is characterized in that: modified pond (7) are connected with pH chemicals dosing plant (5) by chemical feed pipe (6).
6. A/O waste water processes equipment according to claim 4, it is characterized in that: Aerobic Pond (16) is provided with reflux pump (17), muddy water mixed solution is back to the first anoxic pond (15) from Aerobic Pond (16) by reflux pump (17).
7. A/O waste water processes equipment according to claim 1, it is characterized in that: be provided with former water lift pump (12), liquidometer (13) in grille well (10), former water lift pump (12) is connected to modified pond (7) by waste pipe (11).
8. A/O waste water processes equipment according to claim 1, it is characterized in that: also comprise sludge sump (14), gas blower (9), sludge pipe (2) is connected to sludge sump (14), by sludge pipe (2), partial sludge is discharged to sludge sump (14) from settling tank (3); Gas blower (9) carries out air blast to biological filter (1), the second anoxic pond (4), Aerobic Pond (16), modified pond (7) respectively by air blast airduct (8).
9. the A/O waste water processes equipment according to claim 1 or 8, is characterized in that: settling tank (3) is provided with sludge pump (18).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520185026.8U CN204661495U (en) | 2015-03-30 | 2015-03-30 | A/O waste water processes equipment |
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| CN201520185026.8U CN204661495U (en) | 2015-03-30 | 2015-03-30 | A/O waste water processes equipment |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104743751A (en) * | 2015-03-30 | 2015-07-01 | 杭州拓瑞博科技有限公司 | A/O (anaerobic/aerobiotic) sewage treatment process device and technique thereof |
| CN112591875A (en) * | 2020-11-02 | 2021-04-02 | 中车唐山机车车辆有限公司 | Industrial wastewater treatment method |
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2015
- 2015-03-30 CN CN201520185026.8U patent/CN204661495U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104743751A (en) * | 2015-03-30 | 2015-07-01 | 杭州拓瑞博科技有限公司 | A/O (anaerobic/aerobiotic) sewage treatment process device and technique thereof |
| CN112591875A (en) * | 2020-11-02 | 2021-04-02 | 中车唐山机车车辆有限公司 | Industrial wastewater treatment method |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150923 Termination date: 20170330 |