CN101898849A - Natural reaeration/sedimentation integrated device for pre-treatment of sewage - Google Patents
Natural reaeration/sedimentation integrated device for pre-treatment of sewage Download PDFInfo
- Publication number
- CN101898849A CN101898849A CN2010101098403A CN201010109840A CN101898849A CN 101898849 A CN101898849 A CN 101898849A CN 2010101098403 A CN2010101098403 A CN 2010101098403A CN 201010109840 A CN201010109840 A CN 201010109840A CN 101898849 A CN101898849 A CN 101898849A
- Authority
- CN
- China
- Prior art keywords
- water
- natural reaeration
- area
- inlet pipe
- water outlet
- 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.)
- Granted
Links
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
Abstract
The invention discloses a natural reaeration/sedimentation integrated device for pre-treatment of sewage. The device comprises a shell (6), a water inlet pipe (1), a three-stage natural reaeration area (2), an inclined board settling area (3), an effluent collecting area (4) and a water outlet pipe (5), wherein the water inlet pipe (1), the three-grade natural reaeration area (2), the inclined board settling area (3), the effluent collecting area (4) and the water outlet pipe (5) are positioned in the shell; the water inlet pipe (1) is positioned on the upper part of the shell; the water outlet pipe (5) is positioned on the middle part of the shell; the effluent of the water inlet pipe (1) is communicated with a dispersion pipe provided with a water dome sprinkle head (22) through a water injector (21); a corrugated plate (23) is positioned on the lower parts of the water injector (21) and the water dome sprinkle head (22); the inclined board settling area (3) is positioned on the lower part of the corrugated plate (23); the effluent sprayed out by the water dome sprinkle head (22) drops into the multi-level crossly laminated corrugated plate (23) and finally falls into the inclined board settling area (3); and the supernatant subjected to precipitation separation enters the effluent collecting area (4) through gravity flow communication and flows out of the integrating device from the water outlet pipe (5). The device needs no additional power consumption, so the running cost of the system is reduced and the processing effect is stable.
Description
Technical field
The present invention relates to a kind of natural reaeration/sedimentation integrated device, can be used for pre-treatment small-sized, distributing is dirty (giving up) water, be particularly suitable for the pre-treatment of samll cities and towns and Rural areas distributing, miniaturization sanitary sewage.The technical field that belongs to dirty (giving up) water treatment.
Background technology
At present, both at home and abroad at the processing of distributing, miniaturization dirt (giving up) water mainly based on biological treatment (as artificial swamp etc.), for complement lysis oxygen in biological treatment system (as artificial swamp etc.), improve processing efficiency, particularly strengthen the nitrated and denitrification effect of ammonia nitrogen, the enhanced aeration pre-treatment by aerobic section often will increase power consumption and running cost so greatly to achieve the above object.On the other hand, as sewage disposal technologies such as artificial swamps, often, technology can't normally be moved because of the long-term accumulation of suspended substance causes obstruction behind certain running life.For this reason, the present invention provides a kind of and can carry out natural reaeration from basic point energy-saving and cost-reducing and operation steady in a long-term, can carry out the isolating integrated pretreatment unit of suspended substance sedimentation again.
At present, the domestic patent that also has at reaeration/sedimentation integrated treatment unit, as: the dispersive high-efficiency purification treatment equipment of sewage of applications such as the oxygen-enriched reflux sedimentation tank of Shanghai Municipal Engineering Design Research Institute application in 2008 and Kunming University of Science and Technology in 2009.Though above-mentioned stream oriented device is a reaeration/sedimentation integrated device, all is provided with the aeration facility, still can not break away from problems such as increasing extra power facility and energy consumption, not only complex structure also makes energy consumption and running cost increase greatly.And natural reaeration/sedimentation integrated device of the present invention ties up to and breaks through on " natural reaeration " and natural reaeration and the efficient sedimentary coupled relation, still do not have similar report at present.
Summary of the invention
Technical problem: the invention provides a kind of with the energy efficiency be target be used for the sewage pretreatment natural reaeration/sedimentation integrated device, this device is suitable for the pre-treatment of the sanitary sewage of different areas, particularly samll cities and towns and Rural areas distributing, miniaturization sanitary sewage disposal engineering, operating performance is stable.
Technology contents: a kind of sewage pretreatment natural reaeration/sedimentation integrated device that is used for of the present invention, this device comprise housing and are positioned at the intravital water inlet pipe of shell, three grades of natural reaeration districts, sloping plate deposition district, water outlet collecting region, rising pipe; Water inlet pipe is positioned at the top of housing, rising pipe is positioned at the middle part of housing, the water outlet of water inlet pipe is connected by water sprayer and the distribution pipe that water mushroom shower nozzle is housed, waved plate is positioned at the bottom of water sprayer and water mushroom shower nozzle, the sloping plate deposition district is positioned at the bottom of waved plate, and the water outlet of water mushroom shower nozzle spray splashes into multistage staggered stacked waved plate, falls into the sloping plate deposition district at last, supernatant liquor through precipitate and separate enters the water outlet collecting region through the run by gravity connection, flows out integrated apparatus by rising pipe 5.
Beneficial effect: compared with prior art, the present invention has following advantage:
In order effectively to solve the power consumption problem of treatment process in the past, the present invention utilizes the residue lift of water pump, adopt combined natural reaeration equipment, water sprayer, water mushroom spray equipment and multistage staggered stacked waved plate are carried out the natural reaeration district of series combination as integrated apparatus, remove most suspended substances and partial organic substances by swash plate (or inclined tube) settling region.Integrated apparatus need not additionaling power consumption, has reduced the running cost of system.
This device is a kind of natural reaeration and dirt (giving up) water pre-treatment means that is deposited in one of collecting, has energy-saving and cost-reducing, as to reduce system operation cost advantage, can effectively reduce of the harm of the entrained pollutent of sanitary sewage, also can be subsequent biological treatment or advanced treatment (as artificial swamp etc.) and create conditions water body.Simultaneously, also have characteristics such as simple in structure, that engineering cost is cheap, running maintenance is easy.Be suitable for the pre-treatment of the sanitary sewage of different areas, particularly samll cities and towns and Rural areas distributing, miniaturization sanitary sewage disposal engineering, operating performance is stable.
Description of drawings
Fig. 1. the natural reaeration/sedimentation integrated device fundamental diagram,
Fig. 2. three grades of natural reaeration district unit schemas,
Fig. 3. the natural reaeration/sedimentation integrated device sectional view,
Fig. 4. natural reaeration/sedimentation integrated device natural reaeration region synoptic diagram.
Embodiment
Embodiment 1
Natural reaeration/sedimentation integrated device in the present embodiment comprises housing 6 and is positioned at the water inlet pipe 1 of housing 6, three grades of natural reaeration districts 2, sloping plate deposition district 3, water outlet collecting region 4, rising pipe 5; Water inlet pipe 1 is positioned at the top of housing 6, rising pipe 5 is positioned at the middle part of housing 6, the water outlet of water inlet pipe 1 is connected by water sprayer 21 and the distribution pipe that water mushroom shower nozzle 22 is housed, waved plate 23 is positioned at the bottom of water sprayer 21 and water mushroom shower nozzle 22, sloping plate deposition district 3 is positioned at the bottom of waved plate 23, the 22 spray water outlets of water mushroom shower nozzle splash into multistage staggered stacked waved plate 23, fall into sloping plate deposition district 3 at last, supernatant liquor through precipitate and separate enters water outlet collecting region 4 through the run by gravity connection, flows out integrated apparatus by rising pipe 5.
Below, in conjunction with the accompanying drawings, integrated apparatus of the present invention is elaborated.
With reference to figure 1, natural reaeration/sedimentation integrated treatment unit principle of work, dirty (giving up) water improves dirt (giving up) water dissolution oxygen concn by three grades of natural reaeration districts 2, remove particulate pollutants by swash plate (or inclined tube) settling region 3 again, thereby help the biochemical treatment (as artificial swamp etc.) of follow-up dirt (giving up) water.With reference to 2, three grades of natural reaeration districts of figure, 2 unit schemas, in three grades of natural reaeration districts 2, dirty (giving up) water successively carries out multistage natural reaeration through ejector 21, water mushroom shower nozzle 22 and multistage staggered stacked waved plate 23.With reference to figure 3, a kind of natural reaeration/sedimentation integrated treatment unit comprises water inlet pipe 1, three grades of natural reaeration districts 2, swash plate (or inclined tube) settling region 3, water outlet collecting region 4 and rising pipes 5.The water outlet of water inlet pipe 1 is at first by the water sprayer 21 in three grades of natural reaeration districts 2, further by behind water mushroom shower nozzle 22 and the multistage staggered stacked waved plate 23, run by gravity falls into swash plate (or inclined tube) settling region 3, connection through 3 bottoms, swash plate (or inclined tube) settling region, gravity flow enters water outlet collecting region 4, carries out water outlet by rising pipe 5 again.With reference to figure 4 is three grades of natural reaeration district synoptic diagram, three grades of natural reaeration districts 2 utilize water sprayer 21, water mushroom shower nozzle 22 and multistage staggered stacked waved plate 23 (or other functional combination) that dirty (giving up) water is carried out natural reaeration, improve the dissolved oxygen concentration of dirty (giving up) water, the running cost of reduction system promotes treatment effect stability.
Claims (1)
1. one kind is used for the sewage pretreatment natural reaeration/sedimentation integrated device, it is characterized in that this device comprises housing (6) and is positioned at water inlet pipe (1), three grades of natural reaeration districts (2), sloping plate deposition district (3), water outlet collecting region (4), the rising pipe (5) of housing (6); Water inlet pipe (1) is positioned at the top of housing (6), rising pipe (5) is positioned at the middle part of housing (6), the water outlet of water inlet pipe (1) is connected by water sprayer (21) and the distribution pipe that water mushroom shower nozzle (22) is housed, waved plate (23) is positioned at the bottom of water sprayer (21) and water mushroom shower nozzle (22), sloping plate deposition district (3) is positioned at the bottom of waved plate (23), the water outlet of water mushroom shower nozzle (22) spray splashes into multistage staggered stacked waved plate (23), fall into sloping plate deposition district (3) at last, supernatant liquor through precipitate and separate enters water outlet collecting region (4) through the run by gravity connection, flows out integrated apparatus by rising pipe (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101098403A CN101898849B (en) | 2010-02-10 | 2010-02-10 | Natural reaeration/sedimentation integrated device for pre-treatment of sewage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101098403A CN101898849B (en) | 2010-02-10 | 2010-02-10 | Natural reaeration/sedimentation integrated device for pre-treatment of sewage |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101898849A true CN101898849A (en) | 2010-12-01 |
| CN101898849B CN101898849B (en) | 2011-12-14 |
Family
ID=43224832
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010101098403A Expired - Fee Related CN101898849B (en) | 2010-02-10 | 2010-02-10 | Natural reaeration/sedimentation integrated device for pre-treatment of sewage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101898849B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102745869A (en) * | 2012-07-24 | 2012-10-24 | 东南大学 | Composite constructed wetland system for sewage treatment and ecological restoration |
| CN108439731A (en) * | 2018-06-06 | 2018-08-24 | 北京建筑大学 | A kind of integrated form integrated rural sewage-treatment plant and method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004314062A (en) * | 2003-03-31 | 2004-11-11 | Kansai Paint Co Ltd | Method and apparatus for treating waste water containing organic matter |
| US20050131084A1 (en) * | 2002-06-18 | 2005-06-16 | Kohler Luis P.F. | Method of purifying fischer-tropsch derived water |
| CN101224919A (en) * | 2007-10-15 | 2008-07-23 | 上海市政工程设计研究总院 | Oxygen-enriched reflux sedimentation tank |
| CN101362624A (en) * | 2008-07-10 | 2009-02-11 | 昆明理工大学 | Dispersive high-efficiency purification treatment equipment of sewage |
-
2010
- 2010-02-10 CN CN2010101098403A patent/CN101898849B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20050131084A1 (en) * | 2002-06-18 | 2005-06-16 | Kohler Luis P.F. | Method of purifying fischer-tropsch derived water |
| JP2004314062A (en) * | 2003-03-31 | 2004-11-11 | Kansai Paint Co Ltd | Method and apparatus for treating waste water containing organic matter |
| CN101224919A (en) * | 2007-10-15 | 2008-07-23 | 上海市政工程设计研究总院 | Oxygen-enriched reflux sedimentation tank |
| CN101362624A (en) * | 2008-07-10 | 2009-02-11 | 昆明理工大学 | Dispersive high-efficiency purification treatment equipment of sewage |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102745869A (en) * | 2012-07-24 | 2012-10-24 | 东南大学 | Composite constructed wetland system for sewage treatment and ecological restoration |
| CN108439731A (en) * | 2018-06-06 | 2018-08-24 | 北京建筑大学 | A kind of integrated form integrated rural sewage-treatment plant and method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101898849B (en) | 2011-12-14 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103408194B (en) | Small sewage treatment hydrolysis and gas-stripping and precipitation technique method | |
| CN101564609B (en) | Vortex grid clarifying pool and clarifying method for enhancing clarifying effect of coagulation reaction in water treatment | |
| CN101239767A (en) | High concentration organic sewage treating system | |
| CN106430547B (en) | Adjustable two-stage sedimentation tank aerobic granular sludge device | |
| CN202968329U (en) | Rural domestic wastewater treatment system | |
| CN201447399U (en) | Gravitation type siphon valveless integration water purifying apparatus | |
| CN107721101B (en) | Micro-power sewage integrated treatment equipment | |
| CN101898849B (en) | Natural reaeration/sedimentation integrated device for pre-treatment of sewage | |
| CN101693586B (en) | Water treatment combined system in A/O biological reaction tank-artificial wetland | |
| CN204874025U (en) | A aeration biological fluidized bed device for high ammonia -nitrogen concentration waste water treatment | |
| CN102424488B (en) | Integrated-process rural water purifier based on micro-eddy flocculation | |
| US20090057212A1 (en) | Treatment system of low concentration sanitary sewage | |
| CN101585641A (en) | Artificial wetland high-efficiency pre-aeration sewage treatment system | |
| CN206051798U (en) | Sewage pre-treatment integrated apparatus | |
| CN211546035U (en) | Coal-containing water treatment system based on electric flocculator | |
| CN202610070U (en) | Integration sanitary sewage treatment device | |
| CN201999819U (en) | Circulatory reuse treatment system for jet weaving wastewater | |
| CN210393879U (en) | Anaerobic reactor for high-concentration calcium ions | |
| CN2619700Y (en) | Integrated powerless hydraulic circulation purifier | |
| CN207435145U (en) | A kind of new and effective anaerobic reactor | |
| CN208898710U (en) | Floor-type metaplasia combines pond | |
| CN108383349B (en) | Device and method for recycling carbon source of residual activated sludge | |
| CN202105513U (en) | Multifunctional pressure type chemical degreasing and sewage-purifying device | |
| CN101239764A (en) | Modularized compact type sewage purifying system | |
| CN201990542U (en) | Full-automatic water purifier |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: JIANGSU YIQING ENVIRONMENTAL PROTECTION TECHNOLOGY Free format text: FORMER OWNER: SOWTHEAST UNIV. Effective date: 20131114 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20131114 Address after: The water Pavilion West Jiangning District of Nanjing City, Jiangsu province 210009 No. 2 Muling science and Technology Innovation Park Patentee after: JIANGSU YIQING ENVIRONMENTAL PROTECTION TECHNOLOGY CO., LTD. Address before: 210009 No. 2, Southeast University Road, Jiangning Development Zone, Nanjing, Jiangsu Patentee before: Southeast University |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20111214 Termination date: 20160210 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |