CN110282836A - A kind of high load capacity subsurface wastewater infiltration system filter sewage processing complex technique - Google Patents
A kind of high load capacity subsurface wastewater infiltration system filter sewage processing complex technique Download PDFInfo
- Publication number
- CN110282836A CN110282836A CN201910693367.9A CN201910693367A CN110282836A CN 110282836 A CN110282836 A CN 110282836A CN 201910693367 A CN201910693367 A CN 201910693367A CN 110282836 A CN110282836 A CN 110282836A
- Authority
- CN
- China
- Prior art keywords
- aproll
- layer
- high load
- load capacity
- infiltration system
- Prior art date
- 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.)
- Pending
Links
Classifications
-
- 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
-
- 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
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/28—Treatment of water, waste water, or sewage by sorption
-
- 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
- C02F2001/007—Processes including a sedimentation step
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/06—Contaminated groundwater or leachate
-
- 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
- C02F3/28—Anaerobic digestion processes
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The present invention proposes a kind of high load capacity subsurface wastewater infiltration system filter sewage processing complex technique, including groove body and underground percolating device, frame trough is divided by partition inside the groove body, sedimentation basin, anaerobic pond and conditioning tank, the frame trough end face is equipped with water inlet, the conditioning tank is communicated by pipeline with underground percolating device, the underground percolating device is coating from top to bottom, aproll layer, coarse filtration layer, filter bed of essence, aproll ventilating layer and guide layer, water spraying pipe is provided in the aproll layer, aproll ventilation duct is provided in aproll ventilating layer, draining air-exhausting duct is provided in guide layer, the water spraying pipe connect conditioning tank with water pump by PVC pipeline, filtering grid is equipped with inside the frame trough, filler is equipped with inside the anaerobic pond；By the way that groove body is arranged, sewage can be filtered and Anaerobic Treatment, and will treated that sewage is entered in the percolating device of underground and then handled, and then reduce the cost of sewage treatment, efficiently solve the problems in background technique.
Description
Technical field
The present invention relates to a kind of high load capacity subsurface wastewater infiltration system filter sewages to handle complex technique, belongs to sewage treatment field.
Background technique
Water pollution and water resources shortage are two hang-ups that mankind nowadays society faces.Lead to available water due to water pollution
The phenomenon that reduction, is widely present in China, and therefore, implementing sewage recycling is the effective way for solving the current water resources shortage in China
Diameter.And to implement sewage recycling, to water treatment technology, just more stringent requirements are proposed, not only to remove organic matter, also right
The pollutants such as total nitrogen, total phosphorus carry out advanced treating.Currently, most sewage treatment plants mainly use activated sludge process (such as A/O, SBR
With A/A/O etc.) etc. traditional handicrafts, although these technique Technical comparings are mature, there are equipment manufacturing cost valuableness, to manager operations
Member's competency profiling is higher, and unit cost of sewage disposal is high, and the disadvantages of generation a large amount of sludge, is difficult in rural area or remote districts etc.
It promotes and applies.
Summary of the invention
The present invention proposes a kind of high load capacity subsurface wastewater infiltration system filter sewage processing complex technique, solves existing sewage treatment and sets
Standby to involve great expense, higher to operational administrative personnel's competency profiling, unit cost of sewage disposal is high, and a large amount of sludge of generation etc. lack
Point is difficult the problem of rural area or remote districts etc. promote and apply
The present invention proposes that a kind of high load capacity subsurface wastewater infiltration system filter sewage processing complex technique, including groove body and underground diafiltration fill
It sets, frame trough, sedimentation basin, anaerobic pond and conditioning tank is divided by partition inside the groove body, set on the frame trough end face
There is water inlet, the conditioning tank end face is equipped with water outlet, and the water outlet is communicated by pipeline with underground percolating device, describedly
Lower percolating device is coating, aproll layer, coarse filtration layer, filter bed of essence, aproll ventilating layer and guide layer, the frame trough from top to bottom
Top communicated by pipeline with sedimentation basin top, the sedimentation basin top is communicated by pipeline with anaerobic pond, the aproll layer
It is inside provided with water spraying pipe, aproll ventilation duct is provided in aproll ventilating layer, draining air-exhausting duct, the aproll are provided in guide layer
Pipe connect conditioning tank with water pump by PVC pipeline, and the water pump is located in conditioning tank, the knot of the water spraying pipe and aproll ventilation duct
Structure is that closed at one end and pipe shaft is equipped with apron hole, and the structure for draining air-exhausting duct is at the top of open at one end and pipe shaft equipped with multiple
Gully-hole, described draining air-exhausting duct one end are connected by pipeline with air blower, and filtering grid is equipped with inside the frame trough, described
Frame trough and precipitating bottom of pond portion are respectively equipped with the first sewage draining exit and the second sewage draining exit, are equipped with filler inside the anaerobic pond.
Preferably, the filtering grid is located at frame trough lower half portion, and the filtering grid is equipped with the second filtering grid,
Filter packing is equipped between the filtering grid and the second filtering grid.
Preferably, multiple grids are equipped with inside the anaerobic pond, the filler is located on grid.Filler can be layered and be set
It sets, improves clean-up effect.
Preferably, the filler is filled in several spherical cages.It can be rolled in anaerobic pond, improve clean-up effect.
Preferably, the coating is greenery patches, nonirrigated farmland, surface dust or hardened ground.
Preferably, the aproll ventilating layer, ventilating layer and guide layer are made of the rubble that partial size is 20~40mm.
Preferably, height set by the water spraying pipe is lower than height set by water outlet.
Oxygen can be filtered and pressed to sewage the invention has the advantages that: by setting groove body by above technical scheme
Processing, and by treated, sewage enters processing in turn in the percolating device of underground, and then reduces the cost of sewage treatment, effectively
Solves the problems in background technique.
Detailed description of the invention
Fig. 1 is schematic structural view of the invention.
Specific embodiment
Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings, it should be understood that preferred reality described herein
Apply example only for the purpose of illustrating and explaining the present invention and is not intended to limit the present invention.
It is seeped according to a kind of high load capacity subsurface wastewater infiltration system filter sewage processing complex technique as shown in the figure, including groove body 1 and underground
Device 18 is filtered, frame trough 3, sedimentation basin 4, anaerobic pond 5 and conditioning tank 6, the grid are divided by partition inside the groove body 1
3 end face of slot is equipped with water inlet 11, and 6 pond end faces of the adjusting are equipped with water outlet 17, and the water outlet 17 passes through pipeline and underground
Percolating device 18 communicates, and the underground percolating device 18 is coating 18, aproll layer 20, coarse filtration layer 21, filter bed of essence from top to bottom
22, the top of aproll ventilating layer 23 and guide layer 24, the frame trough 3 is communicated by pipeline with 4 top of sedimentation basin, the precipitating
4 top of pond is communicated by pipeline with anaerobic pond 5, and water spraying pipe 25, setting in aproll ventilating layer 23 are provided in the aproll layer 20
There is aproll ventilation duct 26, draining air-exhausting duct 27 is provided in guide layer 24, the water spraying pipe 25 is connected by PVC pipeline and water pump 16
Conditioning tank 6 is connect, the water pump 16, which is located at, to be adjusted in 6 ponds, and the structure of the water spraying pipe 25 and aproll ventilation duct 26 is an end seal
It closes and pipe shaft is equipped with apron hole, the structure of draining air-exhausting duct 27 is to be equipped with multiple gully-holes, institute at the top of open at one end and pipe shaft
It states draining 57 one end of air-exhausting duct to be connected by pipeline with air blower, filtering grid 8, the grid is equipped with inside the frame trough 6
Slot 3 and 4 bottom of sedimentation basin are respectively equipped with the first sewage draining exit 12 and the second sewage draining exit 13, are equipped with filler 15 inside the anaerobic pond 5.
Preferably, the filtering grid 8 is located at 3 lower half portion of frame trough, and the filtering grid 8 is equipped with the second filter grid
Grid 10 are equipped with filter packing 9 between the filtering grid 8 and the second filtering grid 10.
Preferably, multiple grids 14 are equipped with inside the anaerobic pond 4, the filler 15 is located on grid 14.It can be by filler
Layering setting, improves clean-up effect.
Preferably, the filler 15 is filled in several spherical cages.It can be rolled in anaerobic pond, improve purification effect
Fruit.
Preferably, the coating 19 is greenery patches, nonirrigated farmland, surface dust or hardened ground.
Preferably, the rubble structure that the aproll ventilating layer 23, aproll layer 20 and guide layer 24 are 20~40mm by partial size
At.
Preferably, height set by the water spraying pipe 25 is lower than height set by water outlet 17.
When specifically used, water inlet 11 is connected by pipeline with the sewage pipe in family, effect of the sewage in gravity
Down by carrying out primary filtration in filtering grid 8 and filter packing 9, the sewage after processing enters sedimentation basin by pipeline
4, and in sedimentation basin 4 after precipitation process, it is then entered in anaerobic pond 5 and is handled by pipeline, in the effect of filler
Under, the pollutant in sewage is adsorbed, and after a period of time, the sewage in anaerobic pond is entered in the conditioning tank 6 that disappears, and passes through adjusting
Mixed liquor is pumped to underground percolating device 18 by the water pump in pond 6, and mixed liquor carries out multistage filtering by underground percolating device 18
Afterwards, water is discharged by draining air-exhausting duct 27.
Finally, it should be noted that the foregoing is only a preferred embodiment of the present invention, it is not intended to restrict the invention,
Although the present invention is described in detail referring to the foregoing embodiments, for those skilled in the art, still may be used
To modify the technical solutions described in the foregoing embodiments or equivalent replacement of some of the technical features,
All within the spirits and principles of the present invention, any modification, equivalent replacement, improvement and so on should be included in of the invention
Within protection scope.
Claims (7)
1. a kind of high load capacity subsurface wastewater infiltration system filter sewage handles complex technique, including groove body and underground percolating device, feature exist
In: frame trough, sedimentation basin, anaerobic pond and conditioning tank are divided by partition inside the groove body, set on the frame trough end face
There is water inlet, the conditioning tank end face is equipped with water outlet, and the water outlet is communicated by pipeline with underground percolating device, describedly
Lower percolating device is coating, aproll layer, coarse filtration layer, filter bed of essence, aproll ventilating layer and guide layer, the frame trough from top to bottom
Top communicated by pipeline with sedimentation basin top, the sedimentation basin top is communicated by pipeline with anaerobic pond, the aproll layer
It is inside provided with water spraying pipe, aproll ventilation duct is provided in aproll ventilating layer, draining air-exhausting duct, the aproll are provided in guide layer
Pipe connect conditioning tank with water pump by PVC pipeline, and the water pump is located in conditioning tank, the knot of the water spraying pipe and aproll ventilation duct
Structure is that closed at one end and pipe shaft is equipped with apron hole, and the structure for draining air-exhausting duct is at the top of open at one end and pipe shaft equipped with multiple
Gully-hole, described draining air-exhausting duct one end are connected by pipeline with air blower, and filtering grid is equipped with inside the frame trough, described
Frame trough and precipitating bottom of pond portion are respectively equipped with the first sewage draining exit and the second sewage draining exit, are equipped with filler inside the anaerobic pond.
2. a kind of high load capacity subsurface wastewater infiltration system filter sewage handles complex technique according to claim 1, it is characterised in that: described
Filtering grid is located at frame trough lower half portion, and the filtering grid is equipped with the second filtering grid, the filtering grid and second
Filter packing is equipped between filtering grid.
3. a kind of high load capacity subsurface wastewater infiltration system filter sewage handles complex technique according to claim 1, it is characterised in that: described
Multiple grids are equipped with inside anaerobic pond, the filler is located on grid.
4. according to claim 1 or a kind of 3 high load capacity subsurface wastewater infiltration system filter sewage processing complex techniques, feature exist
In: the filler is filled in several spherical cages.
5. a kind of high load capacity subsurface wastewater infiltration system filter sewage handles complex technique according to claim 1, it is characterised in that: described
Coating is greenery patches, nonirrigated farmland, surface dust or hardened ground.
6. a kind of high load capacity subsurface wastewater infiltration system filter sewage handles complex technique according to claim 1, it is characterised in that: described
Aproll ventilating layer, ventilating layer and guide layer are made of the rubble that partial size is 20~40mm.
7. a kind of high load capacity subsurface wastewater infiltration system filter sewage handles complex technique according to claim 1, it is characterised in that: described
Height set by water spraying pipe is lower than height set by water outlet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910693367.9A CN110282836A (en) | 2019-07-30 | 2019-07-30 | A kind of high load capacity subsurface wastewater infiltration system filter sewage processing complex technique |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910693367.9A CN110282836A (en) | 2019-07-30 | 2019-07-30 | A kind of high load capacity subsurface wastewater infiltration system filter sewage processing complex technique |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110282836A true CN110282836A (en) | 2019-09-27 |
Family
ID=68024245
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910693367.9A Pending CN110282836A (en) | 2019-07-30 | 2019-07-30 | A kind of high load capacity subsurface wastewater infiltration system filter sewage processing complex technique |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110282836A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111233266A (en) * | 2020-01-23 | 2020-06-05 | 江西挺进环保科技有限公司 | High-load underground infiltration sewage circulating treatment device and treatment method |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2900146A1 (en) * | 2006-04-19 | 2007-10-26 | Total Sa | Cleaning the groundwater flow having contaminants e.g. benzene, comprises injecting oxygen in a permeable massive underground filter placed in the groundwater to degrade the contaminants that flow in the form of a plume |
| CN102503036A (en) * | 2011-11-09 | 2012-06-20 | 中国科学院广州地球化学研究所 | High-efficiency denitrification artificial soil subsurface infiltration sewage treatment composite system and method |
| CN102557353A (en) * | 2012-02-08 | 2012-07-11 | 康群 | Two-segment aerobic-anaerobic ammonia oxidization reactor |
| CN202379844U (en) * | 2011-11-09 | 2012-08-15 | 中国科学院广州地球化学研究所 | High-efficiency denitriding and dephosphorizing underground infiltration sewage treatment device |
| CN102838255A (en) * | 2012-08-23 | 2012-12-26 | 辽宁工程技术大学 | Cage-shaped filler type device for treating beer waste water in anaerobic-anoxic-aerobic mode and method for treating bear waste water by using device |
| CN103449665A (en) * | 2013-08-16 | 2013-12-18 | 青岛理工新环境技术开发有限公司 | Land biological precipitation and filtering system for muddy water separation of sewage |
| CN204125300U (en) * | 2014-09-19 | 2015-01-28 | 广西益江环保科技有限责任公司 | A kind of purification tank for the treatment of dispersion type domestic wastewater |
| CN104649411A (en) * | 2015-01-13 | 2015-05-27 | 上海金布梯环保科技发展有限公司 | Up-flow anaerobic biological filter bed reactor |
| CN208038266U (en) * | 2018-03-01 | 2018-11-02 | 四川宜康环保科技有限公司 | A kind of integration hospital sewage treating apparatus |
| CN109179884A (en) * | 2018-09-29 | 2019-01-11 | 大连高马文化产业发展有限公司 | The processing method of rural organic living waste |
-
2019
- 2019-07-30 CN CN201910693367.9A patent/CN110282836A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2900146A1 (en) * | 2006-04-19 | 2007-10-26 | Total Sa | Cleaning the groundwater flow having contaminants e.g. benzene, comprises injecting oxygen in a permeable massive underground filter placed in the groundwater to degrade the contaminants that flow in the form of a plume |
| CN102503036A (en) * | 2011-11-09 | 2012-06-20 | 中国科学院广州地球化学研究所 | High-efficiency denitrification artificial soil subsurface infiltration sewage treatment composite system and method |
| CN202379844U (en) * | 2011-11-09 | 2012-08-15 | 中国科学院广州地球化学研究所 | High-efficiency denitriding and dephosphorizing underground infiltration sewage treatment device |
| CN102557353A (en) * | 2012-02-08 | 2012-07-11 | 康群 | Two-segment aerobic-anaerobic ammonia oxidization reactor |
| CN102838255A (en) * | 2012-08-23 | 2012-12-26 | 辽宁工程技术大学 | Cage-shaped filler type device for treating beer waste water in anaerobic-anoxic-aerobic mode and method for treating bear waste water by using device |
| CN103449665A (en) * | 2013-08-16 | 2013-12-18 | 青岛理工新环境技术开发有限公司 | Land biological precipitation and filtering system for muddy water separation of sewage |
| CN204125300U (en) * | 2014-09-19 | 2015-01-28 | 广西益江环保科技有限责任公司 | A kind of purification tank for the treatment of dispersion type domestic wastewater |
| CN104649411A (en) * | 2015-01-13 | 2015-05-27 | 上海金布梯环保科技发展有限公司 | Up-flow anaerobic biological filter bed reactor |
| CN208038266U (en) * | 2018-03-01 | 2018-11-02 | 四川宜康环保科技有限公司 | A kind of integration hospital sewage treating apparatus |
| CN109179884A (en) * | 2018-09-29 | 2019-01-11 | 大连高马文化产业发展有限公司 | The processing method of rural organic living waste |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111233266A (en) * | 2020-01-23 | 2020-06-05 | 江西挺进环保科技有限公司 | High-load underground infiltration sewage circulating treatment device and treatment method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103803762B (en) | A kind of organic composite soil efficient ecological water cleaning systems | |
| CN102557348A (en) | Soil remediation and sewage purification integrated ecological treatment device | |
| CN101781060A (en) | Composite artificial wetland sewage treatment system | |
| CN205710088U (en) | Strengthening reoxygenation ecological wetland system | |
| CN105350607A (en) | Urban rainwater collecting and recycling system | |
| CN201648120U (en) | Vertical flow-horizontal subsurface flow composite artificial wetland | |
| CN105544694B (en) | A kind of spongeization rainwater-collecting comprehensive utilization of resources system | |
| CN105601043B (en) | A kind of domestic sewage of villages and small towns ecology microkinetic processing system | |
| CN105649139B (en) | A kind of Urban Parks's rainwater-collecting reclaiming system | |
| CN104386876A (en) | Household processing system for sewage | |
| CN104310589A (en) | Water reusing device and method based on integrated vertical-flow constructed wetland | |
| CN207451863U (en) | A kind of modularization is layered bio-trickling sewage disposal system | |
| CN108083426A (en) | A kind of rapid infiltration system for initial rainwater efficient process | |
| CN110282836A (en) | A kind of high load capacity subsurface wastewater infiltration system filter sewage processing complex technique | |
| CN103215985B (en) | Community rainwater utilization system based on secondary split-flow of rainwater and sewage | |
| CN110642481B (en) | Domestic sewage integrated treatment system suitable for villages and treatment method thereof | |
| CN210012715U (en) | Vortex solidification groundwater repair system | |
| CN201648119U (en) | Composite artificial wetland sewage treatment system | |
| CN204727729U (en) | Gardens water filter-cleaning cycles system | |
| CN208309770U (en) | A kind of Rain Garden for water storage, purification | |
| CN206872623U (en) | A kind of sewage-treatment plant | |
| CN216549845U (en) | Dynamic underground water circulating repair system | |
| CN108751600A (en) | Utilize the sewage disposal system and sewage water treatment method of multiple muskeg group | |
| CN201567278U (en) | Repair system for repairing ground water polluted by organics | |
| CN212451095U (en) | Double-channel water inlet composite circulating flow constructed wetland |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190927 |
|
| RJ01 | Rejection of invention patent application after publication |