CN103482826A - Waste water treatment device - Google Patents
Waste water treatment device Download PDFInfo
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- CN103482826A CN103482826A CN201310443282.8A CN201310443282A CN103482826A CN 103482826 A CN103482826 A CN 103482826A CN 201310443282 A CN201310443282 A CN 201310443282A CN 103482826 A CN103482826 A CN 103482826A
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- China
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- settling bowl
- separation scraper
- waste water
- divider
- treatment device
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Abstract
A waste water treatment device mainly solves the problem that a conventional waste water treatment device is large in occupied area, carries a great amount of germs and is low in treatment efficiency, and is characterized in that a V-shaped divider (2) is arranged in a sediment tank (1) and divides the sediment tank (1) into an anaerobic area (3) and an aerobic area (4); a clearance is left between the bottom of the divider (2) and that of the sediment tank (1); a sludge water inlet (5) is formed in one side of the aerobic area (4) and at the lower end of the divider (2); an aeration device (6) is arranged at the bottom of the aerobic area (4) in the sediment tank (1); a combined filter material (7) which is 0.1 meter in height and 0.5 meter in thickness is arranged at an overflowing opening of the divider (2), and is composed of walnut shells and activated carbon; an ultraviolet lamp (8) is arranged in the position corresponding to the outer side of the combined filter material (7); magnetic granules which are 0.05 to 0.06 millimeter in diameter are arranged in the sediment tank (1). The waste water treatment device has the characteristics of small occupied area, few carried germs and high treatment efficiency.
Description
Technical field:
The present invention relates to a kind of water treatment device, especially waste disposal plant.
Background technology:
Along with social development, the water resources anxiety, for protection of the environment, will be recycled after sewage disposal by waste disposal plant.And existing waste disposal plant exists floor space large due to reasons in structure, it is many that the water after processing carries germ, the problem that sewage treating efficiency is low, thereby increase cost of sewage disposal, quality of sewage disposal is low, is unfavorable for applying.
Summary of the invention:
Large in order to solve existing waste disposal plant floor space, it is many that the water after processing carries germ, the problem that sewage treating efficiency is low.The invention provides a kind of waste disposal plant.It is little that this waste disposal plant has floor space, and it is few that the water after processing carries germ, the characteristics that sewage treating efficiency is high.
Technical scheme of the present invention is: this waste disposal plant comprises settling bowl.Settling bowl is built-in with V font separation scraper, separation scraper is separated into anaerobic zone and aerobic zone by settling bowl, gapped between at the bottom of separation scraper bottom and settling bowl, separation scraper lower end aerobic zone one side has the mud water-in, be equipped with aerating apparatus at the bottom of the interior aerobic zone of settling bowl, there is 0.1 meter high 0.5 meter thick combination filtrate at the overflow port place of separation scraper, and the combination filtrate is nut-shell and gac, the corresponding combination filtrate outside is equipped with UV-lamp, and the magnetic-particle body that diameter is the 0.05-0.06 millimeter is arranged in settling bowl.
The present invention has following beneficial effect: this waste disposal plant is owing to adopting settling bowl to be built-in with V font separation scraper, separation scraper is separated into anaerobic zone and aerobic zone by settling bowl, gapped between at the bottom of separation scraper bottom and settling bowl, separation scraper lower end aerobic zone one side has the mud water-in, be equipped with aerating apparatus at the bottom of the interior aerobic zone of settling bowl, there is 0.1 meter high 0.5 meter thick combination filtrate at the overflow port place of separation scraper, the combination filtrate is nut-shell and gac, the corresponding combination filtrate outside is equipped with UV-lamp, optimizing structure of magnetic-particle body that diameter is the 0.05-0.06 millimeter arranged in settling bowl.Utilize separation scraper that settling bowl is separated into to anaerobic zone and aerobic zone, thereby reduce floor space, improve separating effect.The water that utilizes UV-lamp to reduce after processing carries germ quantity.Utilize the magnetic-particle body to improve sewage treating efficiency.To have floor space little for this waste disposal plant thus, and it is few that the water after processing carries germ, the characteristics that sewage treating efficiency is high.
The accompanying drawing explanation:
Accompanying drawing 1 is structural representation of the present invention.
1-settling bowl in figure, the 2-separation scraper, the 3-anaerobic zone, the 4-aerobic zone, 5-mud water-in, the 6-aerating apparatus, 7-combines filtrate, 8-UV-lamp.
Embodiment:
Below in conjunction with accompanying drawing, the invention will be further described:
As shown in drawings, this waste disposal plant comprises settling bowl 1.Settling bowl 1 is built-in with V font separation scraper 2, point is down upward for the mouth of separation scraper 2, separation scraper 2 is separated into anaerobic zone 3 and aerobic zone 4 by settling bowl 1, the effect of anaerobic zone 3 is the effects that utilize anerobe, remove the organism in waste water, anaerobic process can be divided into hydrolysis stage, souring stage and methanation stage.The effect of aerobic zone 4 is to allow active sludge carry out aerobic repiration, further organic substance decomposing is become to inorganics, removes the function of pollutent.Separation scraper 2 bottoms and settling bowl gapped at 1 the end, and separation scraper 2 lower end aerobic zone 4 one sides have mud water-in 5, and the interior aerobic zone of settling bowl 1 is equipped with aerating apparatus 6 at 4 the end, and aerating apparatus 6 plays to the interior oxygen supply effect of aerobic zone 4, improves the sewage Biochemical Treatment.Anaerobic pond, Aerobic Pond and Deng Duo pond, mud-water separation pond are integrated, and then greatly reduce floor space and investment, reduce working cost.There is 0.1 meter high 0.5 meter thick combination filtrate 7 at the overflow port place of separation scraper 2, and combination filtrate 7 is nut-shell and gac, utilizes stronger oil removing and the solia particle performance of nut-shell, improves dispose of sewage middle grease and particulate effect, and reduces cost of sewage disposal.Corresponding combination filtrate 7 outsides are equipped with UV-lamp 8, utilize UV-lamp 8 to irradiate flowing water, and various bacteriums, germ, parasite and other pathogenic agent in water are directly killed, and reach the purpose of sterilization.The magnetic-particle body that diameter is the 0.05-0.06 millimeter is arranged in settling bowl 1, the magnetic-particle body is the magnetic molecule of being be mixed by magnetic-particle and high molecular polymer, its surface irregularity, surface-area is large, easy to be filmed, density and water are near, can mix with sewage well and fluidization, thereby save energy consumption.The magnetic-particle body is suspended in water and is in contact with it, attached biological film on the magnetic-particle body, and the organism that the microorganism on microbial film is usingd in sewage is as nutrition source, thereby reaches organic purpose in degradation of sewage.
During actual the use, simple pretreated sewage enters the anaerobic zone 3 of this waste disposal plant and fully mixes with the active sludge refluxed from separation scraper 2 bottoms, after anaerobic zone 3, from bottom, be that separation scraper 2 enters aerobic zone 4 with the gap for the treatment of pond bottom, enter separation scraper 2 through the mud of aeration aerobic treatment and the mixed solution of water from mud water-in 5, at the interior generation biofiltration of separation scraper 2 and throwing out, in the process of upper reaches, micropopulation increases gradually and constantly slows down until the micropopulation transfixion, forming one deck filtration medium is Sludge Bed, separating and filtering efficiency is improved greatly.After mud-water separation, clear water is organism in magnetic-particle body degradation of sewage, combination filtrate 7 through separation scraper 2 outlets flows out again, and further remove degrease and particulate by combination filtrate 7, irradiate flowing water by UV-lamp 8 simultaneously, various bacteriums, germ, parasite and other pathogenic agent in water are directly killed, complete the sewage disposal operation.This waste disposal plant integrated level is high, and the quality after processing is good, and sewage treating efficiency is high, is conducive to apply.
This waste disposal plant adapts to processes sanitary sewage and industrial sewage.
Claims (1)
1. a waste disposal plant, comprise settling bowl (1), it is characterized in that: settling bowl (1) is built-in with V font separation scraper (2), separation scraper (2) is separated into anaerobic zone (3) and aerobic zone (4) by settling bowl (1), separation scraper (2) bottom and settling bowl (1) gapped at the end, separation scraper (2) lower end aerobic zone (4) one sides have mud water-in (5), the interior aerobic zone of settling bowl (1) (4) is equipped with aerating apparatus (6) at the end, there is 0.1 meter high 0.5 meter thick combination filtrate (7) at the overflow port place of separation scraper (2), combination filtrate (7) is nut-shell and gac, corresponding combination filtrate (7) outside is equipped with UV-lamp (8), the magnetic-particle body that diameter is the 0.05-0.06 millimeter is arranged in settling bowl (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310443282.8A CN103482826A (en) | 2013-09-17 | 2013-09-17 | Waste water treatment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310443282.8A CN103482826A (en) | 2013-09-17 | 2013-09-17 | Waste water treatment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103482826A true CN103482826A (en) | 2014-01-01 |
Family
ID=49823495
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310443282.8A Pending CN103482826A (en) | 2013-09-17 | 2013-09-17 | Waste water treatment device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103482826A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105129907A (en) * | 2015-07-24 | 2015-12-09 | 合肥科启环保科技有限公司 | Sedimentation basin |
| CN108862832A (en) * | 2018-06-25 | 2018-11-23 | 安徽建筑大学 | A kind of method and reactor of tiny flocculation biological carbon biomembrane AO integrated purifying slightly-polluted raw water |
| CN112830572A (en) * | 2021-02-25 | 2021-05-25 | 江苏联合创业环保有限公司 | Sewage treatment tank and sewage treatment method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN200940108Y (en) * | 2006-08-15 | 2007-08-29 | 武汉加华科技有限公司 | Integrated, up-flow type aeration and filtration wastewater treatment equipment |
| KR20120028554A (en) * | 2010-09-15 | 2012-03-23 | 장경옥 | Waste water treatment apparatus which uses magnetization treatment and media porous trommel |
| CN202526948U (en) * | 2012-03-19 | 2012-11-14 | 蚌埠市清泉环保有限责任公司 | High-efficiency precipitating device |
| CN103086567A (en) * | 2013-01-02 | 2013-05-08 | 北京工业大学 | Aerobic flow separation and magnetic flocculant integrated wastewater treatment device and method |
| CN203095717U (en) * | 2013-01-11 | 2013-07-31 | 霍槐槐 | Up-flow sewage filtering device |
-
2013
- 2013-09-17 CN CN201310443282.8A patent/CN103482826A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN200940108Y (en) * | 2006-08-15 | 2007-08-29 | 武汉加华科技有限公司 | Integrated, up-flow type aeration and filtration wastewater treatment equipment |
| KR20120028554A (en) * | 2010-09-15 | 2012-03-23 | 장경옥 | Waste water treatment apparatus which uses magnetization treatment and media porous trommel |
| CN202526948U (en) * | 2012-03-19 | 2012-11-14 | 蚌埠市清泉环保有限责任公司 | High-efficiency precipitating device |
| CN103086567A (en) * | 2013-01-02 | 2013-05-08 | 北京工业大学 | Aerobic flow separation and magnetic flocculant integrated wastewater treatment device and method |
| CN203095717U (en) * | 2013-01-11 | 2013-07-31 | 霍槐槐 | Up-flow sewage filtering device |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105129907A (en) * | 2015-07-24 | 2015-12-09 | 合肥科启环保科技有限公司 | Sedimentation basin |
| CN108862832A (en) * | 2018-06-25 | 2018-11-23 | 安徽建筑大学 | A kind of method and reactor of tiny flocculation biological carbon biomembrane AO integrated purifying slightly-polluted raw water |
| CN112830572A (en) * | 2021-02-25 | 2021-05-25 | 江苏联合创业环保有限公司 | Sewage treatment tank and sewage treatment method |
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Application publication date: 20140101 |