CN101343115A - Unpowered bio-filter water purifying system with oxygenation and backwash functions - Google Patents

Unpowered bio-filter water purifying system with oxygenation and backwash functions Download PDF

Info

Publication number
CN101343115A
CN101343115A CNA2008102149617A CN200810214961A CN101343115A CN 101343115 A CN101343115 A CN 101343115A CN A2008102149617 A CNA2008102149617 A CN A2008102149617A CN 200810214961 A CN200810214961 A CN 200810214961A CN 101343115 A CN101343115 A CN 101343115A
Authority
CN
China
Prior art keywords
oxygenation
unpowered
filter
back flushing
water
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
Application number
CNA2008102149617A
Other languages
Chinese (zh)
Other versions
CN101343115B (en
Inventor
唐文浩
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hainan University
Original Assignee
Hainan University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Hainan University filed Critical Hainan University
Priority to CN2008102149617A priority Critical patent/CN101343115B/en
Publication of CN101343115A publication Critical patent/CN101343115A/en
Application granted granted Critical
Publication of CN101343115B publication Critical patent/CN101343115B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Abstract

The invention relates to an unpowered biological filter chamber water purification system having both the oxygen increasing function and the back flushing function, which belongs to the water treatment technique field. The system is composed of an unpowered biological filter chamber and two sedimentation tanks, can implement biochemical reactions such as anaerobic reaction, facultative reaction and aerobic reaction without power, and has obvious effects of denitrogenation and phosphorus fixing to sewage, and the system can be used for the unpowered back flushing and oxygen increasing and keeping the biological filter chamber from being blocked after long-term running. Compared with the prior art, the system has the following effects of: (1) stable water purification effect and good effluent water quality; (2) energy saving and realizable unpowered oxygen increasing and back flushing; (3) low project investment and running costs; and (4) simple structure and convenient operation management. The system can be used for purifying landscape water, tail water of sewage plants, domestic and agricultural wastewater with medium and low pollution, and can also be used as an independent water purification unit, and a plurality of units can be used in series, thereby realizing the purification treatment to sewage with rather high concentration.

Description

A kind of unpowered bio-filter water purifying system that has oxygenation and backwashing function concurrently
Technical field
The present invention relates to a kind of unpowered bio-filter water purifying system that has oxygenation and backwashing function concurrently, belong to water-treatment technology field, in can be used for, the purifying treatment of oligosaprobic landscape water, Sewage Plant tail water, life and rural sewage.
Background technology
Under the background of, Global climate change seriously polluted in power supply anxiety, water, it is particularly important to advocate energy-saving and emission-reduction in the whole society.All kinds of process for purifying water and equipment emerge in an endless stream aspect water treatment, and wherein common have filtering system and biological filter reactor or the like.But there is power consumption mostly in common filtering system, easily shortcomings such as obstruction and pipe valve complex structure takes place, and monomer filter plant itself does not possess biochemical reaction functions such as oxygenation, nitrification and denitrification yet.And problems such as the also ubiquity power oxygenation power consumption of submerged biological filter, easy generation obstruction and purifying water effect difference.Above-mentioned defective all influence and limited the biofiltration process for purifying water produce and life in widespread use.
Summary of the invention
Problem at above-mentioned technological method and equipment existence, the invention provides a kind of unpowered bio-filter water purifying system that has oxygenation and backwashing function concurrently, this water cleaning systems need not that power just can carry out anaerobism, hold concurrently oxygen and biochemical reaction such as aerobic, remarkable to the solid phosphorus effect of sewage water denitrification, and can carry out power-free back washing, keep not blockage phenomenon of biological filter long-time running.
To achieve these goals, a kind of unpowered bio-filter water purifying system that has oxygenation and backwashing function concurrently provided by the invention is made up of unpowered bio-filter and second pond, it is characterized in that: top, biological filter opening communicates with atmosphere, top, biological filter is biological filtrating area, the bottom is the sludge settling district, is provided with biofilter material, filtrate supporting, siphon back flushing oxygenation sleeve pipe, back flushing rising pipe, water inlet and rising pipe in the biological filter.
The water-in of described unpowered bio-filter links to each other with the cone-shaped sludge settling district of its underpart, the filtrate supporting is between biofiltration district and sludge settling district, siphon back flushing oxygenation sleeve pipe is positioned at the centre in the filtrate supporting and is surrounded by biofilter material, the water outlet of siphon back flushing oxygenation telescopic upper edge and biofilter material layer top maintains an equal level, siphon back flushing oxygenation telescopic lower edge is positioned on resting support eats dishes without rice or wine, the back flushing rising pipe is drawn in cone-shaped sludge settling district, and treated water outlet is positioned at the top of biofiltration district filter material layer.
The biofilter material of described unpowered bio-filter comprises Wingdale, rhombspar, rubble frame grogs and quartzy sand grains, and biofilter material is from coarse to fine, layering is from bottom to top laid.
The operation scheme of described unpowered bio-filter water purifying system: pending sewage flows into the bottom of unpowered bio-filter from top to bottom through water inlet pipe, then in the process that is upward through the biofiltration district that forms by Wingdale, rhombspar, rubble frame grogs and sand grains, be purified, purify waste water and discharge through water outlet by the top of biofilter material layer.Behind the process certain hour, because the microbial film on biofilter material surface thickens and has stopped up the intergranular water hole of biofilter material crack, effectively filter section and reduce the filtration resistance increase, make the water level in the siphon back flushing oxygenation sleeve pipe rise to priming level, cause back flushing to take place, at this time speedup takes place from top to bottom and flows in the water in the biological filter, biological residue in the biological filtering layer hole is taken out of through the back flushing rising pipe, thereby the oxygen in the atmosphere was inhaled into biological filtering layer and realized that oxygenation and filter material surface upgrade this moment.When the siphon water outlet made water level in the biological filter be lower than siphon back flushing oxygenation sleeve pipe lower edge, siphon was destroyed, and corresponding filtering layer begins to recover works better again.This process circulates repeatedly and carries out, thereby realizes the lasting purification of sewage.The back flushing water outlet is carried out solid-liquid separation at second pond, the supernatant liquor qualified discharge, and residual sludge is back to the grass green ground of woods as organic fertilizer.
In order to realize the purifying treatment to higher concentration sewage, native system also can be used as an independently water purification unit, the use of can connecting of a plurality of unit.
The present invention compared with prior art has following effect:
1. purifying water effect is stable, and effluent quality is good;
2. energy-conservation, realized unpowered oxygenation and back flushing;
3. construction investment is few, and working cost is low;
4. simple in structure, operational management is convenient.
Description of drawings
Fig. 1 is a kind of unpowered bio-filter water purifying system structure iron that has oxygenation and backwashing function concurrently
Among the figure: 1, biological filter, 2, second pond, 3, water inlet pipe, 4, cone sludge settling district, 5, the biofilter material resting support, 6, the biofilter material layer, 7, siphon back flushing oxygenation sleeve pipe, 8, the back flushing rising pipe, 9, treated water outlet
Embodiment
Below in conjunction with drawings and Examples water purification process of the present invention is further described:
Referring to accompanying drawing 1, a kind of unpowered bio-filter water purifying system that has oxygenation and backwashing function concurrently of the present invention is made up of unpowered bio-filter 1 and second pond 2, the sewage of processing to be clean flows into the cone bucket 4 of unpowered bio-filter bottom from top to bottom through water inlet pipe 3, then through the biofilter material layer 6 that supporting on 5 to upwelling, sewage among filtering layer via numerous bacteriums, the microbial film that algae and zooplankton are formed and the purification transfer function of food chain, organic compound in the sewage and nitrogen, nutritive substances such as phosphorus are by mineralising or decompose synthetic new organic suspension material, realize purification through microbial film absorption and the effect of filtrate physical filtering again.
Described biofilter material 6 is made up of Wingdale, rhombspar, rubble frame grogs and sand grains, and biofilter material has the effect that neutralization is stablized the saprobia chemical property and biological essential nutrient element is provided.
Described a kind of automatic aeration and backwash process that has the unpowered bio-filter water purifying system of oxygenation and backwashing function concurrently is: siphon back flushing oxygenation sleeve pipe 7 has been formed the siphon back-purge system with back flushing rising pipe 8, along with being on the increase of biological filtering layer 6 surfaces and inner containing filth amount, the mistake water resistance of biological filtering layer 6 strengthens thereupon, water level in the siphon back flushing oxygenation sleeve pipe 7 is risen, when water level rose to the crest of weir of siphon back flushing oxygenation sleeve pipe 7, siphon formed.During back flushing, the biological residue in the biological filtering layer hole is taken out of through the back flushing rising pipe, realizes that oxygenation and filter material surface upgrade thereby the oxygen in the atmosphere is inhaled into biological filtering layer.When the siphon water outlet made water level in the biological filter be lower than siphon back flushing oxygenation sleeve pipe lower edge, siphon was destroyed, and corresponding filtering layer begins to recover works better again.This process circulates repeatedly and carries out, thereby realizes the lasting purification of sewage.
The back flushing water outlet is carried out solid-liquid separation at second pond 2, the supernatant liquor qualified discharge, and residual sludge is back to the grass green ground of woods as organic fertilizer.
Described a kind of unpowered bio-filter water purifying system that has oxygenation and backwashing function concurrently also can be used as an independently water purification unit, the use of can connecting of a plurality of unit, thus can realize purifying treatment to higher concentration sewage.
Embodiment
According to the present invention the residential district sanitary sewage is carried out purifying treatment, COD in the sewage CrBe 150mg/l, BOD 5For 100mg/l, SS are 120mg/l, NO 3 -13mg/l, NH 4 +15mg/l, PO 4 -6mg/l, this water treatment system is through 3 months continuous operation, stable effluent quality " integrated wastewater discharge standard " (GB8978-1996) in the primary standard.

Claims (5)

1, a kind of unpowered bio-filter water purifying system that has oxygenation and backwashing function concurrently, it is made up of unpowered bio-filter (1) and second pond (2), it is characterized in that: biological filter (1) top opening communicates with atmosphere, top, biological filter is biological filtrating area, the bottom is the sludge settling district, is provided with biofilter material (6), filtrate supporting (5), siphon back flushing oxygenation sleeve pipe (7), back flushing rising pipe (8), sludge bucket (4), water inlet pipe (3) and purifies the mouth of a river (9) in the biological filter.
2, the water-in (3) that has the unpowered bio-filter (1) of oxygenation and backwashing function concurrently according to claim 1 links to each other with the cone-shaped sludge settling district sludge bucket (4) of bottom, its biological filter (1), filtrate supporting (5) is between biofiltration district and sludge settling district, siphon back flushing oxygenation sleeve pipe (7) sealing suitable for reading, lower openings, be positioned at the centre in the filtrate supporting (5) and surrounded by biofilter material (6), the water outlet (9) of the upper edge of siphon back flushing oxygenation sleeve pipe (7) and biofilter material layer top maintains an equal level, the lower edge of siphon back flushing oxygenation sleeve pipe (7) is positioned on resting support (5) eats dishes without rice or wine, back flushing rising pipe (8) is in siphon back flushing oxygenation sleeve pipe (7), and pass filtrate supporting (5) and lead to second pond (2) by cone-shaped sludge settling district, treated water outlet (9) is positioned at the top of biofiltration district filter material layer (6).
3, the biofilter material in the unpowered bio-filter (1) that has oxygenation and backwashing function concurrently according to claim 1 comprises Wingdale, rhombspar, rubble frame grogs and quartzy sand grains, and biofilter material is from coarse to fine, layering is from bottom to top laid.
4, the unpowered bio-filter (1) that has oxygenation and backwashing function concurrently according to claim 1 is provided with cone-shaped sludge bucket (4), adopts the siphon sludge discharge way.
5, the unpowered bio-filter water purifying system that has oxygenation and backwashing function concurrently according to claim 1 also can be used as an independently water purification unit, the use of can connecting of a plurality of unit, thus can realize purifying treatment to higher concentration sewage.
CN2008102149617A 2008-09-01 2008-09-01 Unpowered bio-filter water purifying system with oxygenation and backwash functions Expired - Fee Related CN101343115B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2008102149617A CN101343115B (en) 2008-09-01 2008-09-01 Unpowered bio-filter water purifying system with oxygenation and backwash functions

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2008102149617A CN101343115B (en) 2008-09-01 2008-09-01 Unpowered bio-filter water purifying system with oxygenation and backwash functions

Publications (2)

Publication Number Publication Date
CN101343115A true CN101343115A (en) 2009-01-14
CN101343115B CN101343115B (en) 2011-07-20

Family

ID=40245255

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2008102149617A Expired - Fee Related CN101343115B (en) 2008-09-01 2008-09-01 Unpowered bio-filter water purifying system with oxygenation and backwash functions

Country Status (1)

Country Link
CN (1) CN101343115B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102267758A (en) * 2011-07-27 2011-12-07 新疆博能环保工程有限公司 Layered automatic air reoxygenation ecological pool
CN102417277A (en) * 2011-10-24 2012-04-18 沈阳建筑大学 Method for processing high salinity wastewater with A/O biofilter
CN108640415A (en) * 2018-04-28 2018-10-12 青岛理工大学 A kind of efficiently backwash artificial ecology waste water soil treatment system

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102267758A (en) * 2011-07-27 2011-12-07 新疆博能环保工程有限公司 Layered automatic air reoxygenation ecological pool
CN102267758B (en) * 2011-07-27 2012-11-28 新疆博能环保工程有限公司 Layered automatic air reoxygenation ecological pool
CN102417277A (en) * 2011-10-24 2012-04-18 沈阳建筑大学 Method for processing high salinity wastewater with A/O biofilter
CN102417277B (en) * 2011-10-24 2014-07-02 沈阳建筑大学 Method for processing high salinity wastewater with A/O biofilter
CN108640415A (en) * 2018-04-28 2018-10-12 青岛理工大学 A kind of efficiently backwash artificial ecology waste water soil treatment system
CN108640415B (en) * 2018-04-28 2024-04-05 青岛理工大学 Efficient backwashing artificial ecological sewage land treatment system

Also Published As

Publication number Publication date
CN101343115B (en) 2011-07-20

Similar Documents

Publication Publication Date Title
CN102976566B (en) System and method for treating high-concentration landfill leachate in aerobic composting site
CN203768124U (en) Ecological filter for micro-polluted water treatment
CN101328000A (en) Lichenism system and short-term contact oxidation comprehensive processing sewerage method
CN111675435A (en) Integrated sewage treatment equipment based on A/O-MBBR (anaerobic-anoxic-aerobic-moving bed biofilm reactor) process and sewage treatment method
CN201857327U (en) Composite integral biological membrane reactor for domestic sewage treatment
CN101343115B (en) Unpowered bio-filter water purifying system with oxygenation and backwash functions
CN105110556A (en) Integrated denitrification decarbonization biological aerated filter and processing system thereof
CN201106004Y (en) Combined aerating biologic filtering pool
CN211595374U (en) Sewage treatment equipment combining suspended biological membrane with deep filtration
CN212025101U (en) MBR integration sewage treatment plant
CN209759238U (en) System for adopt combination technology to purify lake water
CN201284266Y (en) Unpowered bio-filter with oxygenation and backwash functions
CN208071544U (en) A kind of railway communication system production wastewater treatment system
KR101448892B1 (en) Process and mothod of aquaculture Nitrogen and organic loadingwastewater Removal
CN206985970U (en) It is a kind of to improve biochemical and deeply treating wastewater system using Powdered Activated Carbon
Li et al. Treatment of municipal wastewater using a contact oxidation filtration separation integrated bioreactor
KR100953075B1 (en) Oxidation-reduction reaction tank for treating wastewater and wastewater treatment method using the same
KR20160093875A (en) Energy-saving septic tank
CN211644985U (en) Brewing production wastewater purification ecological system
CN210620531U (en) Garbage transfer station leachate membraneless integrated treatment system
CN210103705U (en) Environment-friendly efficient composite domestic sewage treatment system for thermal power plant
CN113912248A (en) Composite process treatment system suitable for rural domestic sewage
CN202754840U (en) Biological aerated filters in two-stage serial connection
CN112794529A (en) Combined sewage treatment process
CN111908603A (en) Novel anaerobic biological filter wastewater treatment equipment and wastewater treatment method thereof

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
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110720

Termination date: 20120901