CN205556414U - Treatment of domestic sewage master station - Google Patents
Treatment of domestic sewage master station Download PDFInfo
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- CN205556414U CN205556414U CN201620392659.0U CN201620392659U CN205556414U CN 205556414 U CN205556414 U CN 205556414U CN 201620392659 U CN201620392659 U CN 201620392659U CN 205556414 U CN205556414 U CN 205556414U
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- pipe
- blow
- pond
- biofilter
- canal
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Abstract
The utility model discloses a treatment of domestic sewage master station, it includes from left grid canal (1) of turning right and setting up in order, acidizing equalizing basin (2), primary filtering pond (3), anaerobic organism filtering pond (4), oxygenate pond (5), aerobiont filter pond (6), whole filtering pond (7), the plant detects pond (8) and releases canal (9), the anaerobic organism carrier is equipped with in filter material intussuseption in anaerobic organism filtering pond (4), the aerobe carrier is equipped with in filter material intussuseption in aerobiont filter pond (6), every root length pipe is gone up the length direction who just follows the long tube and is provided with a plurality of apertures in order, still is provided with water discharge hole up to standard (24) on the lateral wall of the canal of releasing (9), grid canal (1) and acidizing equalizing basin (2) intercommunication, it has oxygen filling pump (21) and stand (22) to oxygenate pond (5) interior still fixed mounting. The beneficial effects of the utility model are that: utilize microorganism adsorbing degradation organic matter, go out the quality of water condition that the water quality is high, detection can be accurate goes out water.
Description
Technical field
The utility model relates to the technical field of sanitary sewage disposal, particularly one way of life sewage disposal master station.
Background technology
At present, along with progress and the socioeconomic development of human civilization, the mankind the most progressively recognize that environmental protection is to promoting social progress and the significance of economic sustained, stable and coordinated development.Environmental protection work has become our fundamental state policy, by the universal concern of society and attention.
While rural science and technology agricultural fast development, accelerate the paces of China's new countryside construction planning, will take leave of in the near future the epoch " lived scattered " in each family, same village, instead will be the general layout lived in concentrated communities of life, medical treatment, science, the complete same village of culture " soft or hard " facility condition.Rural area live in concentrated communities life can not only accelerate infrastructure, education universal, the living standard in rural area can also be greatly enhanced, but the ecological environment of surrounding will be brought the biggest challenge by the high-density aggregation pattern of population, wherein polluting the most prominent is exactly that people live produced sanitary sewage, and this seriously hampers the paces of new rural village development construction.
Sanitary sewage is mainly made up of ight soil and wash water, containing substantial amounts of organic matter, such as cellulose, starch, carbohydrate and fat protein etc., under anaerobic bacteria effect, easily gives birth to odorant；The most often contain pathogen, virus and parasitic ovum；If sanitary sewage is not dealt carefully with, water table polluted underground water will be entered by rainwash and diafiltration.
Utility model content
The purpose of this utility model is to overcome the shortcoming of prior art, it is provided that a kind of compact conformation, utilize the sanitary sewage disposal master station that microorganism absorption degradation organic matter, water outlet quality are high, can detect the water quality situation of water outlet accurately.
nullThe purpose of this utility model is achieved through the following technical solutions: one way of life sewage disposal master station，It includes the grid canal being sequentially arranged from left to right、Acidifying regulating reservoir、Preliminary filter、Anaerobic biofilter、Oxygenation pond、Aerobic biofilter、Whole filter tank、Plnat monitoring pond and canal of releasing，It is added with anaerobic fermentation bacterium in described acidifying regulating reservoir，Described preliminary filter、Anaerobic biofilter、It is provided with filtrate in aerobic biofilter and whole filter tank，Anaerobic organism carrier it is filled with in filtrate in anaerobic biofilter，Aerobe carrier it is filled with in filtrate in aerobic biofilter，Described filtrate is by the boulder bed being sequentially arranged from the bottom up、Rice rock layers and fine sand layer composition，It is connected between described preliminary filter and anaerobic biofilter and has blow-off pipe A，It is connected between anaerobic biofilter with oxygenation pond and has blow-off pipe B，It is connected between oxygenation pond and aerobic biofilter and has blow-off pipe C，It is connected blow-off pipe D between aerobic biofilter with whole filter tank，It is connected blow-off pipe E between whole filter tank and plnat monitoring pond；
Described blow-off pipe A, blow-off pipe B and blow-off pipe D is L shape, the most vertical setting of long tube of blow-off pipe A and blow-off pipe B and being arranged in the boulder bed in anaerobic biofilter, the vertical setting of long tube of blow-off pipe D and being arranged in the boulder bed in aerobic biofilter, described blow-off pipe C is U-shape, the one root length pipe of blow-off pipe C is arranged in oxygenation pond, another vertical setting of root length pipe of blow-off pipe C and being arranged in the boulder bed in aerobic biofilter, it has been sequentially arranged multiple aperture on described every root length pipe and along the length direction of long tube, described release to be connected between canal with grid canal have sewage to surmount pipe, release and be additionally provided with water outlet up to standard on the sidewall of canal, described grid canal connects with acidifying regulating reservoir, band steel grizzly bar it is additionally provided with in grid canal；
Also being installed with oxygen charging pump and column in described oxygenation pond, be provided through the outlet pipe of column upper surface in described column, oxygenation delivery side of pump is connected with outlet pipe.
Described blow-off pipe E is straight tube.
The diameter of described each aperture is 8 ~ 10mm.
Blast pipe all it is laid with in rice rock layers in rice rock layers in described anaerobic biofilter and in aerobic biofilter.
The utility model has the advantage that (1) the utility model utilizes microorganism absorption degradation organic matter, has the characteristic of ecological, environmental protective.(2) the utility model can be by water plant the process effluent quality situation by the whole sanitary sewage disposal station of its healthy growth situation observation understanding of planting in plnat monitoring pond, thus more can actual response effluent quality situation, have the advantages that accuracy of detection is high.(3) after effluent quality situation does not reaches discharge standard, then surmounted by sewage in managing again suction grid canal and again do circular treatment, it is ensured that effluent quality.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model；
In figure, 1-grid canal, 2-is acidified regulating reservoir, 3-preliminary filter, 4-anaerobic biofilter, 5-oxygenation pond, 6-aerobic biofilter, 7-filter tank at end, 8-plnat monitoring pond, 9-releases canal, 10-boulder bed, 11-rice rock layers, 12-fine sand layer, 13-blow-off pipe A, 14-blow-off pipe B, 15-blow-off pipe C, 16-blow-off pipe D, 17-blow-off pipe E, 18-sewage surmounts pipe, 19-band steel grizzly bar, 20-blast pipe, 21-oxygen charging pump, 22-column, 23-outlet pipe, 24-water outlet up to standard.
Detailed description of the invention
Being further described the utility model below in conjunction with the accompanying drawings, protection domain of the present utility model is not limited to the following stated:
nullAs shown in Figure 1，One way of life sewage disposal master station，It includes the grid canal 1 being sequentially arranged from left to right、Acidifying regulating reservoir 2、Preliminary filter 3、Anaerobic biofilter 4、Oxygenation pond 5、Aerobic biofilter 6、Whole filter tank 7、Plnat monitoring pond 8 and canal 9 of releasing，It is added with anaerobic fermentation bacterium in described acidifying regulating reservoir 2，Described preliminary filter 3、Anaerobic biofilter 4、It is provided with filtrate in aerobic biofilter 6 and whole filter tank 7，Anaerobic organism carrier it is filled with in filtrate in anaerobic biofilter 4，Aerobe carrier it is filled with in filtrate in aerobic biofilter 6，Described filtrate is by the boulder bed 10 being sequentially arranged from the bottom up、Rice rock layers 11 and fine sand layer 12 form，It is connected between described preliminary filter 3 and anaerobic biofilter 4 and has blow-off pipe A13，It is connected between anaerobic biofilter 4 with oxygenation pond 5 and has blow-off pipe B14，It is connected between oxygenation pond 5 with aerobic biofilter 6 and has blow-off pipe C15，It is connected blow-off pipe D16 between aerobic biofilter 6 with whole filter tank 7，It is connected blow-off pipe E17 between whole filter tank 7 and plnat monitoring pond 8.
As shown in Figure 1, blow-off pipe A13, blow-off pipe B14 and blow-off pipe D16 is L shape, the most vertical setting of long tube of blow-off pipe A13 and blow-off pipe B14 and being arranged in the boulder bed 10 in anaerobic biofilter 4, the vertical setting of long tube of blow-off pipe D16 and being arranged in the boulder bed 10 in aerobic biofilter 6, described blow-off pipe C15 is U-shape, the one root length pipe of blow-off pipe C15 is arranged in oxygenation pond 5, another vertical setting of root length pipe of blow-off pipe C15 and being arranged in the boulder bed 10 in aerobic biofilter 6, blow-off pipe E17 is straight tube, it has been sequentially arranged multiple aperture on described every root length pipe and along the length direction of long tube, the diameter of each aperture is 8 ~ 10mm, sewage can be in aperture enters pipeline.Releasing to be connected between canal 9 with grid canal 1 has sewage to surmount pipe 18, and the sidewall of canal 9 of releasing is additionally provided with water outlet 24 up to standard, and described grid canal 1 connects with acidifying regulating reservoir 2, is additionally provided with band steel grizzly bar 19 in grid canal 1.
As shown in Figure 1, oxygen charging pump 21 and column 22 also it is installed with in oxygenation pond 5, the outlet pipe 23 of column 22 upper surface it is provided through in described column 22, the outlet of oxygen charging pump 21 is connected with outlet pipe 23, oxygen charging pump 21 can by the sewage in oxygenation pond 5 through outlet pipe 23 pump to eminence, sewage during eminence drops in pond will natural oxygenation, the energy of decomposing organic matter is provided for the aerobe carrier in aerobic biofilter 6.
Blast pipe 20 all it is laid with in rice rock layers 11 in rice rock layers 11 in described anaerobic biofilter 4 and in aerobic biofilter 6.
The job step that the utility model processes sanitary sewage is as follows:
S1, the sewage that settlement is discharged through pipeline collect laggard enter in grid canal 1, floating thing and the suspension of larger particles in sanitary sewage are intercepted by band steel grizzly bar 19, in order to avoid its blocking subsequent technique facility；
S2, grid canal 1 water outlet gravity flow enter in acidifying regulating reservoir 2, and the water quality and quantity of sanitary sewage can be adjusted by acidifying regulating reservoir 2 one aspect, on the other hand utilizes anaerobic fermentation that big molecule persistent organic pollutants are transformed into the degradable organic pollution of little molecule；
Sewage natural in S3, acidifying regulating reservoir 2 enters in preliminary filter 3, the flowing of the fine particulate material during the fine gap of boulder bed 10, rice rock layers 11 and fine sand layer 12 hinders water body in preliminary filter 3, but allow sanitary sewage to pass freely through, thus reach sanitary sewage separation of solid and liquid purpose；
The sewage in S4, preliminary filter 3 aperture on blow-off pipe A13 enters in anaerobic biofilter 4, big molecule persistent organic pollutants in sanitary sewage are generated the degradable organic pollution of little molecule by anaerobic organism carrier open loop chain rupture, or changing into the gas such as methane, hydrogen sulfide, gas is discharged through blast pipe 20；
The sewage in S5, anaerobic biofilter 4 aperture on blow-off pipe B14 enters in oxygenation pond 5, oxygen charging pump 21 by the sewage pump in pond to eminence, sewage during eminence drops in pond will natural oxygenation, the aperture on blow-off pipe C15 of the sewage in oxygenation pond 5 enters in aerobic biofilter 6；
Aerobe carrier in S6, aerobic biofilter 6 makes the little molecular organic pollutants decomposition and inversion in sanitary sewage become carbon dioxide and water, and gas is discharged from blast pipe 20；
The sewage in S7, aerobic biofilter 6 aperture on blow-off pipe D16 enters in whole filter tank 7, in whole filter tank 7, the fine gap of boulder bed 10, rice rock layers 11 and fine sand layer 12 retains and separates the aging biomembrane that aerobic biofilter 6 comes off, and reaches to optimize the purpose of effluent quality；
Sewage in S8, whole filter tank 7 flows in plnat monitoring pond 8 by blow-off pipe E17, by water plant the process effluent quality situation by the whole sanitary sewage disposal station of its healthy growth situation observation understanding of planting in plnat monitoring pond 8, after meeting emission request water outlet by the water outlet up to standard 24 on canal 9 of releasing be emitted near waters, earth's surface, it is achieved thereby that the detection of sewage；If effluent quality situation does not reaches discharge standard, then again process in surmounting pipe 18 suction grid canal 1 again by sewage.
Claims (4)
- null1. one way of life sewage disposal master station，It is characterized in that: it includes the grid canal (1) being sequentially arranged from left to right、Acidifying regulating reservoir (2)、Preliminary filter (3)、Anaerobic biofilter (4)、Oxygenation pond (5)、Aerobic biofilter (6)、Whole filter tank (7)、Plnat monitoring pond (8) and canal of releasing (9)，It is added with anaerobic fermentation bacterium in described acidifying regulating reservoir (2)，Described preliminary filter (3)、Anaerobic biofilter (4)、It is provided with filtrate in aerobic biofilter (6) and whole filter tank (7)，It is filled with anaerobic organism carrier in filtrate in anaerobic biofilter (4)，It is filled with aerobe carrier in filtrate in aerobic biofilter (6)，Described filtrate is by the boulder bed (10) being sequentially arranged from the bottom up、Rice rock layers (11) and fine sand layer (12) composition，It is connected between described preliminary filter (3) and anaerobic biofilter (4) and has blow-off pipe A(13)，It is connected between anaerobic biofilter (4) with oxygenation pond (5) and has blow-off pipe B(14)，It is connected between oxygenation pond (5) with aerobic biofilter (6) and has blow-off pipe C(15)，It is connected blow-off pipe D(16) between aerobic biofilter (6) with whole filter tank (7)，Whole filter tank (7) is connected blow-off pipe E(17 between plnat monitoring pond (8))；nullDescribed blow-off pipe A(13)、Blow-off pipe B(14) and blow-off pipe D(16) it is L shape，Blow-off pipe A(13) and blow-off pipe B(14) the most vertical setting of long tube and be arranged at the boulder bed (10) in anaerobic biofilter (4) Nei，Blow-off pipe D(16) the vertical setting of long tube and be arranged at the boulder bed (10) in aerobic biofilter (6) Nei，Described blow-off pipe C(15) it is U-shape，Blow-off pipe C(15) a root length pipe be arranged at oxygenation pond (5) in，Blow-off pipe C(15) another vertical setting of root length pipe and be arranged at the boulder bed (10) in aerobic biofilter (6) Nei，It has been sequentially arranged multiple aperture on described every root length pipe and along the length direction of long tube，Being connected between described canal of releasing (9) and grid canal (1) has sewage to surmount pipe (18)，Release and be additionally provided with water outlet up to standard (24) on the sidewall of canal (9)，Described grid canal (1) connects with acidifying regulating reservoir (2)，Band steel grizzly bar (19) it is additionally provided with in grid canal (1)；Also being installed with oxygen charging pump (21) and column (22) in described oxygenation pond (5), be provided through the outlet pipe (23) of column (22) upper surface in described column (22), the outlet of oxygen charging pump (21) is connected with outlet pipe (23).
- One way of life the most according to claim 1 sewage disposal master station, it is characterised in that: it is described blow-off pipe E(17) straight tube.
- One way of life the most according to claim 1 sewage disposal master station, it is characterised in that: the diameter of described each aperture is 8 ~ 10mm.
- One way of life the most according to claim 1 sewage disposal master station, it is characterised in that: all it is laid with blast pipe (20) in the rice rock layers (11) in the described rice rock layers (11) in anaerobic biofilter (4) and in aerobic biofilter (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620392659.0U CN205556414U (en) | 2016-05-04 | 2016-05-04 | Treatment of domestic sewage master station |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620392659.0U CN205556414U (en) | 2016-05-04 | 2016-05-04 | Treatment of domestic sewage master station |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205556414U true CN205556414U (en) | 2016-09-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620392659.0U Expired - Fee Related CN205556414U (en) | 2016-05-04 | 2016-05-04 | Treatment of domestic sewage master station |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205556414U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105712591A (en) * | 2016-05-04 | 2016-06-29 | 四川格瑞斯环境科技有限公司 | Domestic sewage treatment master station |
-
2016
- 2016-05-04 CN CN201620392659.0U patent/CN205556414U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105712591A (en) * | 2016-05-04 | 2016-06-29 | 四川格瑞斯环境科技有限公司 | Domestic sewage treatment master station |
| CN105712591B (en) * | 2016-05-04 | 2018-10-12 | 四川格瑞斯环境科技有限公司 | A kind of sanitary sewage disposal master station |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160907 Termination date: 20210504 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |