CN105712591B - A kind of sanitary sewage disposal master station - Google Patents
A kind of sanitary sewage disposal master station Download PDFInfo
- Publication number
- CN105712591B CN105712591B CN201610287926.2A CN201610287926A CN105712591B CN 105712591 B CN105712591 B CN 105712591B CN 201610287926 A CN201610287926 A CN 201610287926A CN 105712591 B CN105712591 B CN 105712591B
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- Prior art keywords
- pipe
- blow
- biofilter
- anaerobic
- pond
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Classifications
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
- C02F2301/08—Multistage treatments, e.g. repetition of the same process step under different conditions
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/28—Anaerobic digestion processes
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/34—Biological treatment of water, waste water, or sewage characterised by the microorganisms used
Abstract
The invention discloses a kind of sanitary sewage disposal master stations, it includes the grid canal being sequentially arranged from left to right（1）, acidification regulating reservoir（2）, preliminary filter（3）, anaerobic biofilter（4）, oxygenation pond（5）, aerobic biofilter（6）, whole filter tank（7）, plnat monitoring pond（8）And release canal（9）, anaerobic biofilter（4）In filtrate in be filled with anaerobic organism carrier, aerobic biofilter（6）In filtrate in be filled with aerobe carrier；Multiple apertures have been sequentially arranged per on root long pipe and along the length direction of long tube, have released canal（9）Side wall on be additionally provided with water outlet up to standard（24）, the grid canal（1）With acidification regulating reservoir（2）Connection；It is oxygenated pond（5）Inside also it is installed with oxygen charging pump（21）And column（22）.The beneficial effects of the invention are as follows：Using microorganism absorption degradation organic matter, water outlet quality is high, can accurately detect the water quality situation of water outlet.
Description
Technical field
The present invention relates to the technical field of sanitary sewage disposal, especially a kind of sanitary sewage disposal master station.
Background technology
Currently, with the progress of human civilization and the development of social economy, the mankind have gradually recognized environmental protection to promoting
Into the significance of social progress and economic sustained, stable and coordinated development.It is basic that environmental protection work has become our one
State basic policy, by the concern and attention that society is universal.
While rural science and technology agricultural is fast-developing, the paces of China's new countryside construction planning are accelerated, in the near future
The epoch at each family in same village " living scattered " will be taken leave of, instead will be life, medical treatment, science, culture " soft or hard " facility condition
The pattern that complete same village is lived in concentrated communities.Rural area live in concentrated communities life can not only accelerate infrastructure, education it is universal, moreover it is possible to greatly improve
The living standard in rural area, but the high-density aggregation pattern of population will bring prodigious challenge to the ecological environment of surrounding,
It is exactly that people live generated sanitary sewage that middle pollution is most outstanding, this seriously hampers the step of new rural village development construction
It cuts down.
Sanitary sewage is mainly made of excrement and wash water, containing a large amount of organic matter, such as cellulose, starch, sugar
Class and fat protein etc., in the case where anaerobic bacteria acts on, easily raw odorant；Also 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.
Invention content
It is an object of the invention to overcome the prior art, provide it is a kind of it is compact-sized, dropped using microorganism adsorption
Solution organic matter, water outlet quality is high, can accurately detect the sanitary sewage disposal master station of the water quality situation of water outlet.
The purpose of the present invention is achieved through the following technical solutions：A kind of sanitary sewage disposal master station, it includes from left past
Grid canal that the right side is sequentially arranged, acidification regulating reservoir, preliminary filter, anaerobic biofilter, oxygenation pond, aerobic biofilter, whole filter tank,
Plnat monitoring pond and canal is released, anaerobic fermentation bacterium, the preliminary filter, anaerobic organism are added in the acidification regulating reservoir
It is both provided with filtrate in filter tank, aerobic biofilter and whole filter tank, anaerobic organism is filled in the filtrate in anaerobic biofilter
Carrier, be filled with aerobe carrier in the filtrate in aerobic biofilter, and the filtrate by being sequentially arranged from the bottom up
Boulder bed, rice rock layers and fine sand layer composition are connected with blow-off pipe A, anaerobism life between the preliminary filter and anaerobic biofilter
It is connected with blow-off pipe B between object filter tank and oxygenation pond, is oxygenated between pond and aerobic biofilter and is connected with blow-off pipe C, aerobic life
Blow-off pipe D is connected between object filter tank and whole filter tank, blow-off pipe E is connected between whole filter tank and plnat monitoring pond；
Blow-off pipe A, blow-off pipe B and the blow-off pipe D is L shape, and the long tube of blow-off pipe A and blow-off pipe B are vertical
It is arranged and in the boulder bed that is set in anaerobic biofilter, the vertical setting of long tube of blow-off pipe D and is set to aerobe filter
In boulder bed in pond, the blow-off pipe C is U-shape, and a root long pipe of blow-off pipe C is set in oxygenation pond, blow-off pipe C's
It the vertical setting of another root long pipe and is set in the boulder bed in aerobic biofilter, on every root long pipe and along long tube
Length direction has been sequentially arranged multiple apertures, and described releasing is connected with sewage between canal and grid canal and surmounts pipe, releases canal
Water outlet up to standard is additionally provided on side wall, the grid canal is connected to acidification regulating reservoir, and band steel is additionally provided in grid canal
Grizzly bar；
It is also installed with oxygen charging pump and column in the oxygenation pond, column upper table is provided through in the column
The outlet of the outlet pipe in face, oxygen charging pump is connect with outlet pipe.
The blow-off pipe E is straight tube.
The diameter of each aperture is 8 ~ 10mm.
The equal row of being laid in rice rock layers in rice rock layers in the anaerobic biofilter and in aerobic biofilter
Tracheae.
The present invention has the following advantages：（1）The present invention utilizes microorganism absorption degradation organic matter, the spy with ecological, environmental protective
Property.（2）The present invention can be by transplanting water plant in plnat monitoring pond and being understood by the observation of its healthy growth situation whole
The processing effluent quality situation at a sanitary sewage disposal station, to more can actual response effluent quality situation, have accuracy of detection
High feature.（3）After discharge standard is not achieved in effluent quality situation, then pipe is surmounted by sewage and be pumped into again in grid canal again
It is secondary to do circular treatment, it ensure that effluent quality.
Description of the drawings
Fig. 1 is the structural schematic diagram of the present invention；
In figure, 1- grid canals, 2- is acidified regulating reservoir, the preliminary filters 3-, 4- anaerobic biofilters, 5- oxygenations pond, the aerobic lifes of 6-
Object filter tank, the end filter tanks 7-, 8- plnat monitorings pond, 9- release canal, 10- boulder beds, 11- meters of rock layers, 12- fine sand layers, 13- blow-off pipes
A, 14- blow-off pipe B, 15- blow-off pipe C, 16- blow-off pipe D, 17- blow-off pipe E, 18- sewage surmount pipe, 19- band steel grizzly bars, 20- rows
Tracheae, 21- oxygen charging pumps, 22- columns, 23- outlet pipes, 24- water outlets up to standard.
Specific implementation mode
The present invention will be further described below in conjunction with the accompanying drawings, and protection scope of the present invention is not limited to as described below：
As shown in Figure 1, a kind of sanitary sewage disposal master station, it includes the grid canal 1 being sequentially arranged from left to right, acidification tune
Section pond 2, anaerobic biofilter 4, is oxygenated pond 5, aerobic biofilter 6, whole filter tank 7, plnat monitoring pond 8 and releases preliminary filter 3
Canal 9, the acidification regulating reservoir 2 is interior to be added with anaerobic fermentation bacterium, the preliminary filter 3, anaerobic biofilter 4, aerobe
It is both provided with filtrate in filter tank 6 and whole filter tank 7, anaerobic organism carrier, aerobic life are filled in the filtrate in anaerobic biofilter 4
It is filled with aerobe carrier in filtrate in object filter tank 6, the filtrate is by the boulder bed 10, the rice that are sequentially arranged from the bottom up
Rock layers 11 and fine sand layer 12 form, and blow-off pipe A13, anaerobic organism are connected between the preliminary filter 3 and anaerobic biofilter 4
It is connected with blow-off pipe B14 between filter tank 4 and oxygenation pond 5, is oxygenated between pond 5 and aerobic biofilter 6 and is connected with blow-off pipe C15,
Blow-off pipe D16 is connected between aerobic biofilter 6 and whole filter tank 7, blow-off pipe is connected between whole filter tank 7 and plnat monitoring pond 8
E17。
As shown in Figure 1, blow-off pipe A13, blow-off pipe B14 and blow-off pipe D16 are L shape, blow-off pipe A13 and blow-off pipe
In the vertical setting of the long tube of B14 and the boulder bed 10 being set in anaerobic biofilter 4, the long tube of blow-off pipe D16 is vertical to be set
It sets and in the boulder bed 10 that is set in aerobic biofilter 6, the blow-off pipe C15 is U-shape, one of blow-off pipe C15
Long tube is set in oxygenation pond 5, and blow-off pipe C15's another root long pipe vertical setting and the ovum that is set in aerobic biofilter 6
In rock layers 10, blow-off pipe E17 is straight tube, has been sequentially arranged on every root long pipe and along the length direction of long tube multiple small
The diameter in hole, each aperture is 8 ~ 10mm, and sewage can enter through aperture in pipeline.It releases and is connected between canal 9 and grid canal 1
There is sewage to surmount pipe 18, release and be additionally provided with water outlet 24 up to standard on the side wall of canal 9, the grid canal 1 is adjusted with acidification
Pond 2 is connected to, and band steel grizzly bar 19 is additionally provided in grid canal 1.
As shown in Figure 1, being also installed with oxygen charging pump 21 and column 22 in oxygenation pond 5, it is provided in the column 22
The outlet of outlet pipe 23 through 22 upper surface of column, oxygen charging pump 21 is connect with outlet pipe 23, and oxygen charging pump 21 can will be oxygenated pond 5
Interior sewage is pumped through outlet pipe 23 to eminence, and sewage will be oxygenated naturally during being dropped in pond from eminence, is aerobic life
Aerobe carrier in object filter tank 6 provides the energy of decomposing organic matter.
It is applied in rice rock layers 11 in rice rock layers 11 in the anaerobic biofilter 4 and in aerobic biofilter 6
Equipped with exhaust pipe 20.
The work step that the present invention handles sanitary sewage is as follows：
S1, the sewage of settlement discharge is entered after pipeline is collected in grid canal 1, band steel grizzly bar 19 is in sanitary sewage
The floating material and suspended matter of larger particles are intercepted, in case it blocks subsequent technique facility；
S2, the water outlet gravity flow of grid canal 1 enter in acidification regulating reservoir 2, and acidification regulating reservoir 2 on the one hand can be to the water of sanitary sewage
Matter water is adjusted, and it is degradable that macromolecular persistent organic pollutants are on the other hand transformed into small molecule using anaerobic fermentation
Organic pollution；
S3, acidification regulating reservoir 2 in sewage natural enter in preliminary filter 3, in preliminary filter 3 boulder bed 10, rice rock layers 11 with
And the fine gap of fine sand layer 12 hinders the flowing of the fine particulate material in water body, but sanitary sewage is allowed to pass freely through, from
And reaches sanitary sewage and be separated by solid-liquid separation purpose；
Sewage in S4, preliminary filter 3 enters through the aperture on blow-off pipe A13 in anaerobic biofilter 4, in sanitary sewage
Macromolecular persistent organic pollutants generate the degradable organic pollution of small molecule, or conversion by anaerobic organism carrier open loop chain rupture
At gases such as methane, hydrogen sulfide, gas is discharged through exhaust pipe 20；
Sewage in S5, anaerobic biofilter 4 enters through the aperture on blow-off pipe B14 in oxygenation pond 5, and oxygen charging pump 21 is by pond
Interior sewage pump to eminence, sewage will be oxygenated naturally during being dropped in pond from eminence, be oxygenated the sewage in pond 5 through row
Aperture on dirty pipe C15 enters in aerobic biofilter 6；
Aerobe carrier in S6, aerobic biofilter 6 makes the decomposition of the small molecule organic pollution in sanitary sewage turn
It is melted into carbon dioxide and water, gas is discharged from exhaust pipe 20；
Sewage in S7, aerobic biofilter 6 enters through the aperture on blow-off pipe D16 in whole filter tank 7, ovum in whole filter tank 7
The aging biomembrane that the fine gap retention separation aerobic biofilter 6 of rock layers 10, rice rock layers 11 and fine sand layer 12 falls off, reaches
To the purpose of optimization effluent quality；
Sewage in S8, whole filter tank 7 is flowed by blow-off pipe E17 in plnat monitoring pond 8, by plnat monitoring pond 8
It transplants water plant and understands the processing effluent quality situation at entire sanitary sewage disposal station by the observation of its healthy growth situation,
Water outlet is emitted into neighbouring earth's surface waters by the water outlet up to standard 24 released on canal 9 after meeting emission request, to real
The detection of sewage is showed；If discharge standard is not achieved in effluent quality situation, pipe 18 is surmounted by sewage and is pumped into grid canal 1 again
Inside handle again.
Claims (1)
1. a kind of sanitary sewage disposal master station, it is characterised in that：It includes the grid canal being sequentially arranged from left to right（1）, acidification
Regulating reservoir（2）, preliminary filter（3）, anaerobic biofilter（4）, oxygenation pond（5）, aerobic biofilter（6）, whole filter tank（7）, plant
Detection cell（8）And release canal（9）, the acidification regulating reservoir（2）It is interior to be added with anaerobic fermentation bacterium, the preliminary filter（3）、
Anaerobic biofilter（4）, aerobic biofilter（6）With whole filter tank（7）Inside it is both provided with filtrate, anaerobic biofilter（4）In
Anaerobic organism carrier, aerobic biofilter are filled in filtrate（6）In filtrate in be filled with aerobe carrier, the filter
Expect the boulder bed by being sequentially arranged from the bottom up（10）, rice rock layers（11）And fine sand layer（12）Composition, the preliminary filter（3）With
Anaerobic biofilter（4）Between be connected with blow-off pipe A（13）, anaerobic biofilter（4）With oxygenation pond（5）Between be connected with blowdown
Pipe B（14）, it is oxygenated pond（5）With aerobic biofilter（6）Between be connected with blow-off pipe C（15）, aerobic biofilter（6）With whole filter
Pond（7）Between connection blow-off pipe D（16）, whole filter tank（7）With plnat monitoring pond（8）Between connection blow-off pipe E（17）；
The blow-off pipe A（13）, blow-off pipe B（14）With blow-off pipe D（16）It is L shape, blow-off pipe A（13）With blow-off pipe B
（14）The vertical setting of long tube and be set to anaerobic biofilter（4）In boulder bed（10）It is interior, blow-off pipe D（16）Long tube
Vertical setting and it is set to aerobic biofilter（6）In boulder bed（10）Interior, described blow-off pipe C（15）For U-shape, blowdown
Pipe C（15）A root long pipe be set to oxygenation pond（5）It is interior, blow-off pipe C（15）The vertical setting of another root long pipe and be set to
Oxygen biofilter（6）In boulder bed（10）It is interior, it has been sequentially arranged on every root long pipe and along the length direction of long tube more
A aperture, described releases canal（9）With grid canal（1）Between be connected with sewage and surmount pipe（18）, release canal（9）Side wall on also
It is provided with water outlet up to standard（24）, the grid canal（1）With acidification regulating reservoir（2）Connection, grid canal（1）Inside it is additionally provided with
Band steel grizzly bar（19）；
The oxygenation pond（5）Inside also it is installed with oxygen charging pump（21）And column（22）, the column（22）Inside it is provided with
Through column（22）The outlet pipe of upper surface（23）, oxygen charging pump（21）Outlet and outlet pipe（23）Connection；The blow-off pipe E
（17）For straight tube；The diameter of each aperture is 8 ~ 10mm；The anaerobic biofilter（4）In rice rock layers（11）
Interior and aerobic biofilter（6）In rice rock layers（11）Inside it is laid with exhaust pipe（20）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610287926.2A CN105712591B (en) | 2016-05-04 | 2016-05-04 | A kind of sanitary sewage disposal master station |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610287926.2A CN105712591B (en) | 2016-05-04 | 2016-05-04 | A kind of sanitary sewage disposal master station |
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| Publication Number | Publication Date |
|---|---|
| CN105712591A CN105712591A (en) | 2016-06-29 |
| CN105712591B true CN105712591B (en) | 2018-10-12 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610287926.2A Active CN105712591B (en) | 2016-05-04 | 2016-05-04 | A kind of sanitary sewage disposal master station |
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| CN107298510A (en) * | 2017-07-10 | 2017-10-27 | 长安大学 | A kind of modularization may move black-odor riverway governing system and method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101514067A (en) * | 2009-04-01 | 2009-08-26 | 哈尔滨工业大学 | Domestic sewage processing system with anaerobic-aerobic combined biological filter |
| WO2010002358A1 (en) * | 2008-07-03 | 2010-01-07 | Carlos Antonio Barillas Larin | System for the treatment and decontamination of domestic wastewater |
| CN104973688A (en) * | 2015-06-25 | 2015-10-14 | 北京市新水季环境工程有限公司 | Anaerobic-aerobic bio-filter coupled sewage processing device and sewage processing method |
| CN205556414U (en) * | 2016-05-04 | 2016-09-07 | 四川格瑞斯环境科技有限公司 | Treatment of domestic sewage master station |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5917187B2 (en) * | 2012-02-24 | 2016-05-11 | 株式会社 名邦テクノ | Reprocessing method of sewage treated water |
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2016
- 2016-05-04 CN CN201610287926.2A patent/CN105712591B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2010002358A1 (en) * | 2008-07-03 | 2010-01-07 | Carlos Antonio Barillas Larin | System for the treatment and decontamination of domestic wastewater |
| CN101514067A (en) * | 2009-04-01 | 2009-08-26 | 哈尔滨工业大学 | Domestic sewage processing system with anaerobic-aerobic combined biological filter |
| CN104973688A (en) * | 2015-06-25 | 2015-10-14 | 北京市新水季环境工程有限公司 | Anaerobic-aerobic bio-filter coupled sewage processing device and sewage processing method |
| CN205556414U (en) * | 2016-05-04 | 2016-09-07 | 四川格瑞斯环境科技有限公司 | Treatment of domestic sewage master station |
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| CN105712591A (en) | 2016-06-29 |
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Effective date of registration: 20210826 Address after: 257000 north of Dezhou road and 500m east of Dongqing expressway, Kenli County, Dongying City, Shandong Province Patentee after: Shengli Oilfield Liyuan Petroleum Equipment Manufacturing Co.,Ltd. Address before: 610000 the 1 layer of No. two, vegetable street, Huayang street, Huayang street, Tianfu New District, Chengdu, Sichuan, China, 83 Patentee before: SICHUAN GERUISI ENVIRONMENT TECHNOLOGY Co.,Ltd. |
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