CN104016552B - A kind of sewage treatment equipment and method thereof - Google Patents
A kind of sewage treatment equipment and method thereof Download PDFInfo
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- CN104016552B CN104016552B CN201410280763.6A CN201410280763A CN104016552B CN 104016552 B CN104016552 B CN 104016552B CN 201410280763 A CN201410280763 A CN 201410280763A CN 104016552 B CN104016552 B CN 104016552B
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Abstract
The present invention relates to a kind of sewage treatment equipment and method thereof, described wastewater treatment equipment comprises: chemical processing device; Settler, described settler is for precipitating mud in waste water and floc sedimentation; Anaerobic reaction device; Filtration unit, described chemical processing device, settler, anaerobic reaction device, filtration unit are for connect successively.Of the present invention is a floor space only 2-3m
2miniature waste waster processor, handling principle first carries out chemical treatment to waste water, then biochemical treatment is done, last again through the physical filtering process of 2 road ultrafiltration, owing to have employed the complementation process of chemistry, biochemistry, physics three kinds of different methods, although compact still can have extraordinary treatment effect, after process, water can be used as Treated sewage reusing, has saved water resources.
Description
Technical field
the present invention relates to a kind of sewage treatment equipment and method thereof, particularly relate to a kind of micromodule equipment of low stain wastewater treatment and use the method for this device processes sewage.
Background technology
current general small-sized manufacturing enterprise can give off the sewage of high-concentration sewage and lower concentration, high-concentration sewage shifts discharge after generally collecting, but sewage of low concentration is many owing to measuring, the water displacement of one day can reach: 10 ~ 20 tons, so a large amount of sewage of low concentration may arbitrarily be discharged, so not only pollute the environment but also waste water.Wastewater treatment equipment cost of the prior art is high, floor space large, for general small-sized manufacturing enterprise somewhat expensive.
Summary of the invention
technical problem to be solved by this invention overcomes the deficiencies in the prior art, there is provided a kind of structure simple, little and a kind of sewage treatment equipment that water treatment effect is desirable of floor space, it is characterized in that, described sewage treatment equipment comprises: chemical processing device; Settler, described settler is for precipitating mud in waste water and flocculate precipitate; Anaerobic reaction device; Filtration unit, described chemical processing device, settler, anaerobic reaction device, filtration unit are for connect successively.
preferably, described chemical processing device is provided with a flocculation medicament entrance, is provided with a stirrer in described chemical processing device, described chemical processing device top is provided with a spillway, and waste water overflows from described spillway and enters settler.
preferably, at least two dividing plates be arranged in order by left and right directions are provided with in described settler, the bottom of one of them dividing plate in two adjacent dividing plates is provided with passage, the top of another dividing plate is provided with passage, the bottom of described settler is provided with a first-class outlet, and waste water flow into described anaerobic reaction device from described first-class outlet.
preferably, described anaerobic reaction device comprises an anerobe reactive tank, a solarization air cell, an anerobe reactive tank, a solarization air cell successively, the bottom of described anaerobic reaction groove has a second outlet, and processed waste water flow into described filtration unit from second outlet.
preferably, described anerobe reactive tank comprises the first-class aquaporin, the second aquaporin that are spaced setting by above-below direction, described first-class aquaporin is made up of multiple first dividing plates by fore-and-aft direction spread configuration, the left end of one of them the first dividing plate in described two adjacent the first dividing plates is provided with a passage, and the right-hand member of another the first dividing plate is provided with a passage; Described second aquaporin is made up of the multiple second partitions by left and right directions spread configuration, and the front end of one of them second partition in described two adjacent second partitions is provided with a passage, and the rear end of another second partition is provided with a passage.
preferably, described filtration unit comprises the secondary filter and an activated charcoal filter that connect successively.
for solving above technical problem, a kind of technical scheme that the present invention takes is:
a method of wastewater treatment for described wastewater treatment equipment, described method of wastewater treatment carries out according to the following steps, and (one) adds flocculation agent and carries out chemical treatment in chemical processing device; (2) in settler, the mud in waste water and floc sedimentation are precipitated; (3) anerobe process, to remove the organism in waste water; (4) Air Exposure; (5) repeating step (three) (four); (6) essence filter; (7) activated carbon filtration.
preferably, described step (seven) treated water is recycled.
due to the employing of above technical scheme, the present invention compared with prior art tool has the following advantages:
of the present invention is a floor space only 2-3m
2
miniature waste waster processor, handling principle first carries out chemical treatment to waste water, then biochemical treatment is done, last again through the physical filtering process of 2 road ultrafiltration, owing to have employed the complementation process of chemistry, biochemistry, physics three kinds of different methods, although compact still can have extraordinary treatment effect, after process, water can be used as Treated sewage reusing, has saved water resources.
Accompanying drawing explanation
below in conjunction with drawings and Examples, the invention will be further described:
fig. 1 is the structural representation of sewage treatment equipment of the present invention;
fig. 2 is the plan structure schematic diagram of sewage treatment equipment of the present invention;
1, chemical processing device; 2, settler; 3, anaerobic reaction device; 4, filtration unit; 11, flocculate medicament entrance; 12, stirrer; 13, spillway; 21 dividing plates; 211, first-class outlet; 31, anerobe reactive tank; 32, solarization air cell; 311, first-class aquaporin; 312, second aquaporin; 313, the first dividing plate; 314, second partition; 321, second outlet; 41, secondary filter; 42, activated charcoal filter.
Embodiment
below in conjunction with specific embodiment, the present invention is described in further details.Should be understood that these embodiments are for illustration of ultimate principle of the present invention, principal character and advantage, and the present invention does not limit by the scope of following examples.The implementation condition adopted in embodiment can do further adjustment according to specific requirement, and not marked implementation condition is generally the condition in normal experiment.
a kind of sewage treatment equipment as shown in Figure 1 and 2, described sewage disposal device comprises chemical processing device 1, settler 2, anaerobic reaction device 3, filtration unit 4, described chemical processing device 1, settler 2, anaerobic reaction device 3, filtration unit 4 are arranged in order, described chemical processing device 1 is provided with a flocculation medicament entrance 11, a stirrer 12 is provided with in described chemical processing device 1, described chemical processing device 1 top is provided with a spillway 13, and waste water overflows from described spillway 13 and enters settler 2.At least two dividing plates 21 be arranged in order by left and right directions are provided with in settler 2, the bottom of one of them dividing plate 21 in two adjacent dividing plates 21 is provided with passage, the top of another dividing plate 21 is provided with passage, the bottom of described settler 2 is provided with a first-class outlet 211, and waste water flow into described anaerobic reaction device 3 from described first-class outlet 211.Described anaerobic reaction device 31 comprises anerobe reactive tank 31, solarization air cell 32 of anerobe reactive tank 31, solarization air cell 32, successively, the bottom of described anaerobic reaction groove 31 has a second outlet 312, and processed waste water flow into described filtration unit 4 from second outlet 312.Described anerobe reactive tank 31 comprises the first-class aquaporin 311, the second aquaporin 312 that are spaced setting by above-below direction, described first-class aquaporin 311 is made up of multiple first dividing plates 313 by fore-and-aft direction spread configuration, the left end of one of them the first dividing plate 313 in described two adjacent the first dividing plates 313 is provided with a passage, and the right-hand member of another the first dividing plate 313 is provided with a passage; Described second aquaporin 312 is made up of the multiple second partitions 314 by left and right directions spread configuration, the front end of one of them second partition 314 in described two adjacent second partitions 314 is provided with a passage, and the rear end of another second partition 314 is provided with a passage.Described filtration unit 4 comprises secondary filter 41 and the activated charcoal filter 42 connected successively.
the medicament entrance 11 that can flocculate during chemical treatment adds flocculation agent and carries out flocculation sediment, waste water is after chemical treatment, the organism of 90% ~ 96% in waste water can be removed, spill into settler 2 through chemically treated waste water from spillway 13, most mud in waste water and flocculate precipitate, through settler 2, precipitate by waste water wherein.Waste water through precipitation flows into anerobe reactive tank 31 from the first-class outlet 211 of settler 2, structure due to anerobe reactive tank 31 is the multi-channel structure distributed up and down, the distance that waste water is flowed increases, the reaction times of waste water and anerobe can be increased like this, waste water overflows from the top of anerobe reactive tank 31 and flow in solarization air cell 32, is released in the CO generated in anaerobic reaction
2
deng gas, remove the organism in waste water further through anaerobic reaction.Preferably, the anaerobic reaction device 3 of described sewage treatment equipment comprises anaerobic reaction groove 31, solarization air cell 32 of anaerobic reaction groove 31, solarization air cell 32, successively, through twice anerobe process, the organism in waste water and anerobe can be made more up hill and dale to react.Waste water through anaerobic treatment flows into secondary filters 41 from the second of solarization air cell 32 bottom outlet 321, then enters in activated charcoal filter 42, the anaerobism bacterium colony taken out of in the impurity further in removing waste water and anaerobic reaction.Waste water through above-mentioned process reaches emission standard, and can recycle further through the water of above-mentioned process.
above to invention has been detailed description; the explanation of embodiment just understands method of the present invention and core concept thereof for helping; its object is to allow the personage being familiar with this art can understand content of the present invention and implement according to this, can not limit the scope of the invention with this.All equivalences done according to spirit of the present invention change or modify, and all should be encompassed within protection scope of the present invention.
Claims (7)
1. a sewage treatment equipment, is characterized in that, described wastewater treatment equipment comprises: chemical processing device; Settler, described settler is for precipitating mud in waste water and flocculate precipitate; Anaerobic reaction device; Filtration unit, described chemical processing device, settler, anaerobic reaction device, filtration unit for connect successively,
Described anerobe reactive tank comprises the first-class aquaporin, the second aquaporin that are spaced setting by above-below direction,
Described first-class aquaporin is made up of multiple first dividing plates by fore-and-aft direction spread configuration, and the left end of one of them the first dividing plate in described two adjacent the first dividing plates is provided with a passage, and the right-hand member of another the first dividing plate is provided with a passage;
Described second aquaporin is made up of the multiple second partitions by left and right directions spread configuration, and the front end of one of them second partition in described two adjacent second partitions is provided with a passage, and the rear end of another second partition is provided with a passage.
2. a kind of sewage treatment equipment according to claim 1, it is characterized in that, described chemical processing device is provided with a flocculation medicament entrance, a stirrer is provided with in described chemical processing device, described chemical processing device top is provided with a spillway, and waste water overflows from described spillway and enters settler.
3. a kind of sewage treatment equipment according to claim 1, it is characterized in that, at least two dividing plates be arranged in order by left and right directions are provided with in described settler, the bottom of one of them dividing plate in two adjacent dividing plates is provided with passage, the top of another dividing plate is provided with passage, the bottom of described settler is provided with a first-class outlet, and waste water flow into described anaerobic reaction device from described first-class outlet.
4. a kind of sewage treatment equipment according to claim 1, it is characterized in that, described anaerobic reaction device comprises an anerobe reactive tank, a solarization air cell, an anerobe reactive tank, a solarization air cell successively, the bottom of described anaerobic reaction groove has a second outlet, and processed waste water flow into described filtration unit from second outlet.
5. a kind of sewage treatment equipment according to claim 1, is characterized in that, described filtration unit comprises the secondary filter and an activated charcoal filter that connect successively.
6. use a method of wastewater treatment for sewage treatment equipment described in claim 1, it is characterized in that, described method of wastewater treatment carries out according to the following steps,
(1) in chemical processing device, add flocculation agent and carry out chemical treatment;
(2) in settler, the mud in waste water and floc sedimentation are precipitated;
(3) anerobe process, to remove the organism in waste water;
(4) Air Exposure;
(5) repeating step (three) (four);
(6) essence filter;
(7) activated carbon filtration.
7. a kind of sewage water treatment method according to claim 6, is characterized in that, is recycled by described step (seven) treated water.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410280763.6A CN104016552B (en) | 2014-06-20 | 2014-06-20 | A kind of sewage treatment equipment and method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410280763.6A CN104016552B (en) | 2014-06-20 | 2014-06-20 | A kind of sewage treatment equipment and method thereof |
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| Publication Number | Publication Date |
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| CN104016552A CN104016552A (en) | 2014-09-03 |
| CN104016552B true CN104016552B (en) | 2015-08-26 |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102503023A (en) * | 2011-11-03 | 2012-06-20 | 无锡丰华金属制品制造有限公司 | Sewage treatment equipment for livestock farm |
| CN202880994U (en) * | 2012-10-31 | 2013-04-17 | 华北水利水电学院 | No-reflux denitrification treatment device for domestic sewage |
| CN203173911U (en) * | 2013-03-29 | 2013-09-04 | 中建八局第三建设有限公司 | Precipitation device |
| CN103408202A (en) * | 2013-08-30 | 2013-11-27 | 中水珠江规划勘测设计有限公司 | High-density sedimentation internal circulating integrated sewage treatment equipment |
| CN103739142A (en) * | 2013-11-15 | 2014-04-23 | 安徽省绿巨人环境技术有限公司 | Chinese patent medicine production wastewater treatment technology |
-
2014
- 2014-06-20 CN CN201410280763.6A patent/CN104016552B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102503023A (en) * | 2011-11-03 | 2012-06-20 | 无锡丰华金属制品制造有限公司 | Sewage treatment equipment for livestock farm |
| CN202880994U (en) * | 2012-10-31 | 2013-04-17 | 华北水利水电学院 | No-reflux denitrification treatment device for domestic sewage |
| CN203173911U (en) * | 2013-03-29 | 2013-09-04 | 中建八局第三建设有限公司 | Precipitation device |
| CN103408202A (en) * | 2013-08-30 | 2013-11-27 | 中水珠江规划勘测设计有限公司 | High-density sedimentation internal circulating integrated sewage treatment equipment |
| CN103739142A (en) * | 2013-11-15 | 2014-04-23 | 安徽省绿巨人环境技术有限公司 | Chinese patent medicine production wastewater treatment technology |
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| CN104016552A (en) | 2014-09-03 |
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Effective date of registration: 20170119 Address after: Jiading District Xuhang town labor Road 201808 Shanghai City No. 102 Lane 213 Patentee after: Shanghai Yuanda Cleaning Equipment Co., Ltd. Address before: 215422 Xingang Middle Road, Jiangsu, Suzhou, No. 2, 8-2, Patentee before: Granary Yuan De Environmental Protection Technology Co., Ltd |
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Granted publication date: 20150826 Termination date: 20190620 |