CN202880994U - No-reflux denitrification treatment device for domestic sewage - Google Patents
No-reflux denitrification treatment device for domestic sewage Download PDFInfo
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- CN202880994U CN202880994U CN 201220566201 CN201220566201U CN202880994U CN 202880994 U CN202880994 U CN 202880994U CN 201220566201 CN201220566201 CN 201220566201 CN 201220566201 U CN201220566201 U CN 201220566201U CN 202880994 U CN202880994 U CN 202880994U
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Abstract
The utility model relates to a no-reflux denitrification treatment device for domestic sewage. The internal space of an integrated reaction tank body of the device is sequentially divided into a certain number of anaerobic denitrification areas and aerobic nitrification areas which are of alternate distribution and series connection along the running direction of the sewage, and the most tail end of the reaction tank body is provided with an anaerobic denitrification area; filler is filled in 80-90% of the volume of each anaerobic denitrification area, and a gas collecting pipe is arranged at the upper parts of all the anaerobic denitrification areas and used for adjusting a self-refluxing state; and microporous aeration heads are respectively arranged at the bottoms of all the aerobic nitrification areas, and corresponding baffle plates are arranged above the rear sides of the microporous aeration heads. According to the no-reflux denitrification treatment device for the domestic sewage, disclosed by the utility model, the nitrification areas and the denitrification areas are independent of each other, nitrobacteria are trapped by each nitrification area in a sludge self-refluxing manner, the denitrification is efficient, and alkalinity is not required for being added; and the no-reflux denitrification treatment device is applicable to the treatment of distributed domestic sewage and is simple in process, convenient in management, saving in infrastructure investment, low in daily running cost and efficient in denitrification, and the treated sewage can reach the emission standards A.
Description
Technical field
The utility model relates to sewage treatment area, is specifically related to one way of life sewage without the backflow denitrification processing device.
Background technology
Current, solving China's vast Rural areas decentralized type sewage treatment technology problem is the important channel of improving the ecological environment.With regard to technical standpoint, traditional wastewater denitrification process research is own through comparatively ripe, but and steady running.Yet middle-size and small-size sewage disposal denitrification process is still the important factor of the efficient operation of puzzlement China present stage sewage treatment facility.Major cause is: l) present denitrification process is most of is A
2/ O technique, nitric efficiency and reflux ratio are directly proportional (king society equality, 2006), and the wastewater treatment expense is risen sharply behind the unlatching denitrification process; 2) traditional denitrification process also must comprise the nitrification liquid refluxing unit except normal pool structure and aerator, sludge reflux equipment and sludge treatment device, and initial cost obviously increases; 3) because refluxing unit is many, cause operation comparatively complicated, and for the decentralized type sewage treatment facility, being difficult to the technical skill personnel carry out daily administration, therefore is difficult to utilization and extention, can become " engineering of getting sun " even built also.
Step Feed Biological Nitrogen Removal Process is a kind of sewage treatment technique with development prospect.But the segmental influent denitrification process is used for still some weak point of decentralized type sewage treatment facility: although l) existing step feed technology has saved nitrification liquid backflow facility, do not save sludge reflux equipment; 2) anoxic, aerobic zone alternately exist, the mixed solution that flow into the oxygen-starved area from aerobic zone carries inevitably and is partly dissolved oxygen, if it is unfavorable to control, may cause the easy degraded COD in other heterotrophic bacterium and the denitrifying bacteria competition water inlet, for the sanitary sewage of low C/N ratio, with so that the problem of denitrifying carbon source deficiency is more serious.
Summary of the invention
The sanitary sewage that the technical problems to be solved in the utility model provides that a kind of suitable dispersant type domestic wastewater is processed, technique is simple, convenient management, initial cost are economized, the day-to-day operation expense is low, have the efficient denitrification function is without the backflow denitrification processing device.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is:
Design one way of life sewage is without the backflow denitrification processing device, comprise integrated reacting pond body, its two ends are respectively arranged with corresponding total water inlet and water outlet, described integrated reacting pond intracorporeal space is separated the anaerobic denitrifying district that is alternately distributed and connects and aerobic nitrification zone for some amount successively along the sewage traffic direction, and the caudal end of reaction tank body is set to the anaerobic denitrifying district; In the volumetric spaces in each anaerobic denitrifying district 80～90%, be filled with filler, and be provided with effuser on each top, anaerobic denitrifying district, in order to regulate from reflux state; Bottom in each aerobic nitrification district is provided with micro porous aeration head, and is provided with corresponding traverse baffle in the back side top of micro porous aeration head.
The ultimate principle of denitrogenation is nitrification and denitrification, and nitrification generally all is Autotrophic nitrification, organism can produce suppress nitrification, so this programme arranges anaerobism decarburization district at the leading portion of reactor, to save energy consumption and to prevent that organic carbon is to the restraining effect of nitrification.
Whole reactor speed limit bottleneck and running cost mainly concentrate on the aerobic nitrification district, because the nitrobacteria growth velocity is slower, therefore how designing suitable nitrator, fully hold back nitrobacteria, is the key component that is related to the final TN clearance of system and working cost.Tradition multi-section water-inlet denitrification system mainly relies on the sludge reflux system to keep the interior sludge concentration of reactor, the every one-level nitrification zone of the design is then realized holding back of nitrobacteria by the automatic sludge returning mode, and the nitrification zone of every one-level and denitrification zone are independent mutually, help to improve the separately concentration of functional flora.The volume of nitrification zone is determined by rate of nitrification and the influent quality of mud.
The last step denitrification zone also has the effect of removing remaining carbon source behind the denitrification concurrently except carrying out denitrification.
The front and back ends of the bottom correspondence in above-mentioned each aerobic nitrification district all becomes 40～50 ° of inclination angles to arrange, to create better hydraulics.
Described filler is bamboo ball filler, such as mao bamboon ball filler etc.
Described integrated reacting pond body is provided with level Four anaerobic denitrifying district, be separated with three grades of corresponding aerobic nitrification districts between in the middle of them, described first, second and third grade anaerobic denitrifying all is separated with forward and backward two-stage packing layer in the district, three grades of packing layers before, during and after described fourth stage anaerobic denitrifying district inner region is separated with; Bottom at the prime packing layer in described first step anaerobic denitrifying district is provided with initial water-in, described second and third, the top of the prime packing layer in level Four anaerobic denitrifying district is provided with the distributing inlet mouth, and the water outlet in anaerobic denitrifyings at different levels district is arranged on the top of its rear class packing layer; And the water outlet in described first, second and third grade anaerobic denitrifying district is provided with flow deflector, is used for its water outlet is guided to the bottom in corresponding aerobic nitrification district.
Described sanitary sewage also comprises equalizing tank, sludge thickener without the backflow denitrification processing device.
Utilize said apparatus to carry out sanitary sewage without the method for backflow denitrogenation, may further comprise the steps:
Sanitary sewage after regulating is introduced above-mentioned sanitary sewage without in the backflow denitrification processing device, anaerobic denitrifyings at different levels district and aerobic nitrification zone in its integrated reaction tank body of flowing through successively by following water distribution ratio:
The n level with the water distribution ratio of the first step is:
Q wherein
1, Q
2, Q
3..., Q
nBe followed successively by the 1st, 2,3 in the described reaction tank body ..., the water distribution quantity in n anaerobic denitrifying district or aerobic nitrification district; C
CODBe influent COD; N
TKNBe water inlet TKN, the Y of water temperature city domestic sewage in the time of 20 ℃
HValue is 0.67;
Above-mentioned aerobic nitrification at different levels district DO is controlled to be 1.5～2.5mg/L, and sewage is controlled to be 6～8h in the residence time in this district; Each anaerobic denitrifying district sludge concentration is controlled to be 2～4mg/L.
Sufficient carbon source and suitable denitrification time are to guarantee with the nitre nitrogen transformation to be the most important parameter of nitrogen, therefore determine the volume of denitrification zone according to denitrification rate.The last step denitrification zone reduces the sewage dosage as far as possible under the condition that satisfies the denitrifying carbon source needs, minimum to guarantee the water outlet ammonia nitrogen.
The utlity model has actively useful effect:
1. the nitrification zones every at different levels of the utility model device are realized holding back of nitrobacteria by the automatic sludge returning mode, and nitrification zone at different levels and denitrification zone are independent mutually, help to improve the separately concentration of functional flora, and then have efficient denitrification functions, and need not additionally to add basicity during denitrogenation.
2. the utility model is suitable for that dispersant type domestic wastewater is processed, its technique is simple, convenient management, initial cost are economized, the day-to-day operation expense is low, denitrogenation is efficient, and the sewage after the processing can reach " urban wastewater treatment firm pollutant emission standard " one-level A emission standard in (GBI8918-2002) fully.
Description of drawings
Fig. 1 is that one way of life sewage is without the structure intention of backflow denitrification processing device.
Among the figure, 1 is first step anaerobic denitrifying district, and 2,4,6 is micro porous aeration head, 3 is anaerobic denitrifying district, the second stage, and 5 is third stage anaerobic denitrifying district, and 7 is fourth stage anaerobic denitrifying district, 8 is mao bamboon ball filler, and 9 is water outlet, and 10,13,16 is the distributing inlet mouth, 11,14,17 is traverse baffle, and 12 is third stage aerobic nitrification district, and 15 is aerobic nitrification district, the second stage, 18 is first step aerobic nitrification district, 19 is effuser, and 20 is total water inlet, and 21,22,23 is flow deflector.
Embodiment
Further set forth the utility model below in conjunction with specific embodiment.Related system architecture then is conventional system architecture if no special instructions among the following embodiment; Related concrete grammar step then is the ordinary method step if no special instructions.
Utilize said apparatus to carry out sanitary sewage without the method for backflow denitrogenation:
Sanitary sewage after the C/N adjusting is introduced above-mentioned sanitary sewage without in the backflow denitrification processing device by following water distribution ratio, flow through successively alternatively distributed anaerobic denitrifyings at different levels district and aerobic nitrification zone in its integrated reaction tank body, water distributions at different levels are calculated than Computer Corp. than by aforementioned water distribution, the DO in aerobic nitrification at different levels district is controlled to be 2.0mg/L, and sewage is controlled to be 6～8h in the residence time in this district; Each anaerobic denitrifying district sludge concentration is controlled to be 2～4mg/L.
Without the backflow denitrification reactor start finish after, be divided into 5 operating modes operations by adjusting different water inlet C/N ratios, the result always lasts about 90 days trial run, concrete operating parameter sees table 1, table 2 for details.
Operating parameter unloading phase of table 1
| The aerobic zone useful volume | 8.32L |
| Hydraulic detention time (HRT) | 11.08h |
| Surmount return sludge ratio (r) | 0.38 |
| Return sludge ratio (R) | 0.4 |
| Mud age (SRT) | 20d |
Each stage running experiment parameter of table 2
Be 1.94 at nitrification zone mixed solution DO=2mg/L, water inlet C/N, denitrification zone water inlet C/N is that the denitrification zone denitrification rate is 2.5 times of nitrification zone rate of nitrification under 7.6 the condition.
According to sanitary sewage water quality investigation result, TKN in the general sanitary sewage is 32.4～70.2mg/L, be that the sludge concentration of 1.6mg/h and nitrification zone is controlled under the condition about 3g/L in DO=2mg/L, water inlet C/N=1.94, mud rate of nitrification, with the TKN in the sanitary sewage fully nitrated needed be about 6.75h.
Embodiment 2: utilize the utility model to carry out sewage disposal and traditional technology and installations and facilities comparative analysis
Take biotope, Zhengzhou City real life sewage treatment project (150T/d) as example, adopt respectively embodiment 1 described sanitary sewage without backflow denitrification processing device (without the backflow denitrification reactor) and traditional A
2/ O technique is carried out technology and equipment contrast, and influent quality is according to the water quality measured value, and water outlet reaches " urban wastewater treatment firm pollutant emission standard " one-level A standard (table 5) in (GB18918-2002).
Table 3 design Inlet and outlet water water quality requirement
Two kinds for the treatment of process main design parameters, structures volume and equipment see Table 4.
Two kinds for the treatment of process design parameter comparison of table 4
The main investment and cost of two kinds for the treatment of process relatively sees Table 5.
The main investment and cost of two kinds for the treatment of process of table 5 relatively
Without the backflow denitrogenation reactor biochemistry pool and settling tank are all built jointly and to be integrated, consider and be provided with the multi stage precipitation district, on holding, the pond slightly increases, but because the settling region of building jointly is not to be final deposition pool, SS does not have strict demand to the settling region water outlet, only need play the mud effect of damming and get final product, and its bucket and nitrification zone share, thus always construction investment only than traditional A
2High 6.3% (table 5) of/O technique.
But saved sludge reflux facility and nitrification liquid backflow facility without the backflow denitrification reactor, this two portions facility investment has accounted for about 7% of small-scale (150T/d) sewage treatment facility investment.The expense that the expense that filler partly increases and aerator increase roughly offsets.As shown in Table 5, without the facility investment of backflow denitrification reactor approximately than traditional A
2/ O technique is low 13.6%.
Comprehensive civil engineering and facility investment as can be known, without the backflow denitrification reactor with traditional A
2The capital construction of/O technique is compared with the equipment gross investment, has reduced 2.3%.
From the energy consumption angle analysis of two kinds of techniques, without the backflow denitrification reactor the ton water consumption only be traditional A
248.9% of/O technique.In addition, utilize the anaerobism decarburization to replace aerobic removal organism without the backflow denitrification reactor, saved on the one hand running cost, also greatly reduce on the other hand the generation of excess sludge, the expenses such as mud is concentrated, dehydration have been saved, and the dewatering performance of sludge of anaerobic zone is good, and need not digestion can Direct Dehydration.Therefore the ton water running expense without the backflow denitrification reactor is far below traditional A
2/ O technique.Traditional sewage treatment process, because refluxing unit is many, operation is comparatively complicated, is difficult to promote at the decentralized type sewage treatment zone.The utility model has saved return-flow system without backflow denitrogenation reflecting device, and is simple in structure, stable, and convenient management is convenient to promote at the decentralized type sewage treatment zone.
Although, above with a general description of the specific embodiments the utility model having been done detailed description, on the utility model basis, can make some modifications or improvements it, this will be apparent to those skilled in the art.Therefore, these modifications or improvements on the basis of not departing from the utility model spirit all belong to the claimed scope of the utility model.
Claims (5)
1. one way of life sewage is without the backflow denitrification processing device, comprise integrated reacting pond body, its two ends are respectively arranged with corresponding total water inlet and water outlet, it is characterized in that, described integrated reacting pond intracorporeal space is separated the anaerobic denitrifying district that is alternately distributed and connects and aerobic nitrification zone for some amount successively along the sewage traffic direction, and the caudal end of reaction tank body is set to the anaerobic denitrifying district; In the volumetric spaces in each anaerobic denitrifying district 80～90%, be filled with filler, and be provided with effuser on each top, anaerobic denitrifying district; Bottom in each aerobic nitrification district is provided with micro porous aeration head, and is provided with corresponding traverse baffle in the back side top of micro porous aeration head.
2. sanitary sewage according to claim 1 is characterized in that without the backflow denitrification processing device, and the front and back ends of the bottom correspondence in described each aerobic nitrification district all becomes 40～50 ° of inclination angles to arrange.
3. sanitary sewage according to claim 1 is characterized in that without the backflow denitrification processing device, and described filler is bamboo ball filler.
4. sanitary sewage according to claim 1 is without the backflow denitrification processing device, it is characterized in that, described integrated reacting pond body is provided with level Four anaerobic denitrifying district, be separated with three grades of corresponding aerobic nitrification districts between in the middle of them, described first, second and third grade anaerobic denitrifying all is separated with forward and backward two-stage packing layer in the district, three grades of packing layers before, during and after described level Four anaerobic denitrifying district inner region is separated with; Bottom at the prime packing layer in described first step anaerobic denitrifying district is provided with initial water-in, described second and third, the top of the prime packing layer in level Four anaerobic denitrifying district is provided with the distributing inlet mouth, and the water outlet in anaerobic denitrifyings at different levels district is arranged on the top of its rear class packing layer; And the water outlet in described first, second and third grade anaerobic denitrifying district is provided with flow deflector, is used for its water outlet is guided to the bottom in corresponding aerobic nitrification district.
5. sanitary sewage according to claim 1 is characterized in that without the backflow denitrification processing device, also comprises equalizing tank, sludge thickener.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220566201 CN202880994U (en) | 2012-10-31 | 2012-10-31 | No-reflux denitrification treatment device for domestic sewage |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220566201 CN202880994U (en) | 2012-10-31 | 2012-10-31 | No-reflux denitrification treatment device for domestic sewage |
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| CN 201220566201 Withdrawn - After Issue CN202880994U (en) | 2012-10-31 | 2012-10-31 | No-reflux denitrification treatment device for domestic sewage |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102897917A (en) * | 2012-10-31 | 2013-01-30 | 华北水利水电学院 | Domestic sewage non-backflow denitrification treatment device and method |
| CN104016552A (en) * | 2014-06-20 | 2014-09-03 | 太仓远德环保科技有限公司 | Wastewater treatment equipment and method |
| CN104045201A (en) * | 2014-06-28 | 2014-09-17 | 深圳华信中水环保工程有限公司 | Sewage emergency treatment system |
| CN110818087A (en) * | 2019-12-17 | 2020-02-21 | 新疆圣雄氯碱有限公司 | Advanced treatment and recycling device for stripping wastewater and using method thereof |
-
2012
- 2012-10-31 CN CN 201220566201 patent/CN202880994U/en not_active Withdrawn - After Issue
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102897917A (en) * | 2012-10-31 | 2013-01-30 | 华北水利水电学院 | Domestic sewage non-backflow denitrification treatment device and method |
| CN102897917B (en) * | 2012-10-31 | 2014-08-13 | 华北水利水电学院 | Domestic sewage non-backflow denitrification treatment device and method |
| CN104016552A (en) * | 2014-06-20 | 2014-09-03 | 太仓远德环保科技有限公司 | Wastewater treatment equipment and method |
| CN104016552B (en) * | 2014-06-20 | 2015-08-26 | 太仓远德环保科技有限公司 | A kind of sewage treatment equipment and method thereof |
| CN104045201A (en) * | 2014-06-28 | 2014-09-17 | 深圳华信中水环保工程有限公司 | Sewage emergency treatment system |
| CN104045201B (en) * | 2014-06-28 | 2016-03-23 | 深圳华信中水环保工程有限公司 | Sewage emergent treatment system |
| CN110818087A (en) * | 2019-12-17 | 2020-02-21 | 新疆圣雄氯碱有限公司 | Advanced treatment and recycling device for stripping wastewater and using method thereof |
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| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20130417 Effective date of abandoning: 20140813 |
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| RGAV | Abandon patent right to avoid regrant |