CN202099159U - Biomembrane aeration device of composite solid carriers - Google Patents

Biomembrane aeration device of composite solid carriers Download PDF

Info

Publication number
CN202099159U
CN202099159U CN2011201147240U CN201120114724U CN202099159U CN 202099159 U CN202099159 U CN 202099159U CN 2011201147240 U CN2011201147240 U CN 2011201147240U CN 201120114724 U CN201120114724 U CN 201120114724U CN 202099159 U CN202099159 U CN 202099159U
Authority
CN
China
Prior art keywords
pipe
water
area
sewage
inlet pipe
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.)
Expired - Fee Related
Application number
CN2011201147240U
Other languages
Chinese (zh)
Inventor
张贤彬
张浦平
童维忠
陈江伯
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN2011201147240U priority Critical patent/CN202099159U/en
Application granted granted Critical
Publication of CN202099159U publication Critical patent/CN202099159U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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

Landscapes

  • Biological Treatment Of Waste Water (AREA)

Abstract

A biomembrane aeration device of composite solid carries belongs to treatment devices for industrial organic waste water or domestic water in cities. A shell is in a cylindrical shape or a rectangle shape. Pore boards arranged horizontally to divide a cavity inside the shell into a biological nitrification aeration area, a first filtering area, a second filtering area and a third filtering area from bottom to top. A sewage inlet pipe is arranged at the lower portion of the shell and communicated with a water distribution pipe inside the biological nitrification aeration area. The front end of the sewage inlet pipe is connected with a pressure water pump, and an air inlet pipe connected with a fan extends into the shell to be communicated with an O-shaped air distribution pipe arranged at the bottom of the biological nitrification aeration area. 4A zeolite is filled in the biological nitrification aeration area. A water outlet pipe is arranged on top of the shell. The biological oxidation is integrated with closure floating solid so that secondary sedimentation tanks are omitted. The biomembrane aeration device has the advantages of being small in covered area, low in energy consumption, large in volume loading and good in treatment effects.

Description

Composite solid carrier biofilm aerating apparatus
Technical field
The utility model relates to sewage disposal device, specifically, is the device that adopts biological chemistry processing and filtration treatment industrial organic waste water and city domestic sewage.
Background technology
China is a lack of water country, and 1/4th of not enough people from world average of water resources ownership per capita is classified as one of 13 lack of water countries by Food and Argriculture OrganizationFAO.
The current low-carbon economy of advocating economizes on resources, and middle water reuse makes full use of water resources and mentioned agenda, and indexs such as a big chunk sewage treatment facility nitrogen phosphorus of building in the past do not reach the new standard requirement, are badly in need of advanced treatment; Percolate is big owing to composition complex process difficulty, existing general biochemical process, and physico-chemical process is handled and is difficult to reach requirement, admittedly be badly in need of advanced treatment apparatus.
The utility model content
The purpose of the utility model provides that a kind of floor space is little, and energy consumption is low, and processing costs economizes, and volumetric loading is big, the composite solid carrier biofilm aerating apparatus that treatment effect is good.
This novel purpose is achieved in that a kind of composite solid carrier biofilm aerating apparatus; It is characterized in that housing is round shape or cuboid, horizontally disposed orifice plate is divided into the biological nitration aeration zone from bottom to top with the housing inner chamber; First filtrating area, second filtrating area and the 3rd filtrating area; Lower housing portion is provided with sewage water inlet pipe; Sewage water inlet pipe is communicated with water distributor in the biological nitration aeration zone; The sewage water inlet pipe front end is connected with pressure pump, and the inlet pipe that is connected with blower fan stretches in the housing and is communicated with the O type gas distribution pipe that is arranged on bottom, biological nitration aeration zone; The 4A zeolite is housed in the bio-aeration district, and case top is provided with rising pipe.
The composite filtering material of granulated active carbon and bar shaped activated carbon is housed in above-mentioned first filtrating area; The composite filtering material of shelly gac and micropore haydite is housed in second filtrating area; The composite filtering material of anthracite and silica sand is housed in the 3rd filtrating area.
Also have the pre-reaction pond, the water outlet on top, pre-reaction pond is connected with the import of pressure pump.
Also have the pond, the pond is provided with sewage induction pipe; Also have return water pipe, return water pipe one end is connected with the rising pipe of housing, and the other end is connected with the sewage induction pipe in pond, is provided with valve on return water pipe and the sewage induction pipe.
This composite solid carrier biofilm aerating apparatus mainly is made up of biological nitration aeration zone and a plurality of filtrating area.In the biological nitration aeration zone, various types of bio-film colonizations are realized biological nitration and denitrification under oxygenation and anoxic condition, realize the purpose of synchronous denitrification dephosphorizing.
This device has been realized short distance nitration and denitrification, has following advantage: 1. the nitrated stage can reduce 25%; 2. can reduce the organic carbon source about 40%, reduce working cost; 3. the reaction times shortens, and reactor volume can reduce about 30%-40%, has higher denitrification rate, and the denitrification rate of NO2 is high by about 63% than NO3 usually; 4.Sludge yield reduces, and nitrifying process can produce mud about 33%-35% less, can produce mud about 55% less in the denitrification process.
Compared with prior art, the utlity model has following characteristics and advantage: these novel maximum characteristics are to integrate bio-oxidation and hold back suspended solids, and this is a unique point, and other filtration units do not possess, and have saved follow-up secondary sedimentation basins.This technology organism volumetric loading is big, and hydraulic load is big, and hydraulic detention time shortens, thereby floor space is little, reduced investment, and simple and convenient management, treat effluent is effective.
This novel composite solid carrier development is seated in the lower region of filter tank; (under the ultramicropore aeration condition) realized the biological nitrification process of waste water under aerobic condition; Remove organism, reduce and pollute, this composite solid carrier is zeolite (outsourcing finished product) molecular sieve; Preferred 4A zeolite, it has the space structure form of rule.Contain many groups in its crystalline structure through sio4 and two kinds of tetrahedrons of AIo4 that Sauerstoffatom couples together, form a kind of microporous, the very accurate porosu solid of pore structure, for 10mm to 30mm particle Bi Chong ≦ 1. be suitable for hanging before death film, mikrobe rest ground becomes a kind of active bio carrier; Under aerobic condition, the organism in the digestion waste water, this upright intravital mikrobe; Not only the organism to sewage has higher removal, also has the good adsorption performance, removes hardness.WWT and middle water reuse effect have been improved greatly.Can realize the denitrification process of waste water at the one the second filtrating areas; Realize the purpose of waste water denitrogenation dephosphorizing in short distance nitration and denitrification process.
The utility model composite solid carrier biofilm aerating filter device bottom is the waste water import, and top is for purifying the outlet of back water, and the flow direction of water is a upflowing; Intake water outlet, GWR in the purification of water quality process; Back flushing all can realize automatic control, and is easy to operate.
Require and water yield requirement according to water quality treatment, composite solid carrier biofilm aerating filter device, but the multiple mode of series operation or parallel running satisfies the requirement of the different quality water yield.
The utility model WWT can obtain removal effect preferably, sees table 1
The sewage type COD% BOD5% SS% Remarks
Sewage 91.8% 94% 97% Cooperate with technology
Municipal wastewater 90% 96% 92% Cooperate with technology
The garbage filter advanced treatment 92% 96.5% 94% Cooperate with technology
The utility model composite solid carrier biofilm aerating filter device is applicable to city domestic sewage, similar city domestic sewage, and industrial organic waste water, percolate is handled, water reuse novel all-in-one sewage purification advanced treatment process in being specially adapted to.
Description of drawings
Fig. 1 is the structural representation (by composite solid carrier biofilm aeration tank, pre-reaction pond and pond are formed) of an embodiment of the utility model.
Fig. 2 is the synoptic diagram that the series connection of composite solid carrier biofilm shown in Figure 1 aeration tank is used.
Fig. 3 is that synoptic diagram is used in the parallel connection of composite solid carrier biofilm shown in Figure 1 aeration tank.
Embodiment
Fig. 1 illustrates; A kind of composite solid carrier biofilm aerating apparatus, housing 1 is round shape or cuboid, horizontally disposed orifice plate is divided into biological nitration aeration zone 1a from bottom to top with the housing inner chamber; The first filtrating area 1b, the second filtrating area 1c and the 3rd filtrating area 1d; Lower housing portion is provided with sewage water inlet pipe 2; Sewage water inlet pipe is communicated with water distributor in the biological nitration aeration zone; The sewage water inlet pipe front end is connected with pressure pump 3, and the inlet pipe 7 that is connected with blower fan stretches in the housing and is communicated with the O type gas distribution pipe 7a that is arranged on bottom, biological nitration aeration zone; The 4A zeolite is housed in the bio-aeration district, and case top is provided with rising pipe 4.
The composite filtering material of granulated active carbon and bar shaped activated carbon is housed in the above-mentioned first filtrating area 1b; The composite filtering material of shelly gac and micropore haydite is housed in the second filtrating area 1c; The composite filtering material (above-mentioned shell structure is composite solid carrier biofilm aeration tank) of anthracite and silica sand is housed in the 3rd filtrating area 1d.
Also have pre-reaction pond 5, the water outlet on top, pre-reaction pond is connected with the import of pressure pump.
Also have pond 6, pond 6 is provided with sewage induction pipe; Also have return water pipe 8, return water pipe 8 one ends are connected with the rising pipe 4 of housing, and the other end is connected with the sewage induction pipe in pond, is provided with valve on return water pipe and the sewage induction pipe.
The oxidation of this new bio and the suspended solids that dams are in one, and this is that other filtration units do not possess, and has saved secondary sedimentation basins; This device is by the bottom water inlet, and the top draining progressively purifies.This device is that round shape also can be as van-type, according to water quality, water yield requirement, this device can connect (like Fig. 2) use, also can parallel connection (like Fig. 3) use.

Claims (3)

1. composite solid carrier biofilm aerating apparatus; It is characterized in that housing is round shape or cuboid, horizontally disposed orifice plate is divided into biological nitration aeration zone (1a) from bottom to top with the housing inner chamber; First filtrating area (1b), second filtrating area (1c) and the 3rd filtrating area (1d); Lower housing portion is provided with sewage water inlet pipe (2); Sewage water inlet pipe is communicated with water distributor in the biological nitration aeration zone; The sewage water inlet pipe front end is connected with pressure pump (3), and the inlet pipe that is connected with blower fan (7) stretches in the housing and is communicated with the O type gas distribution pipe (7a) that is arranged on bottom, biological nitration aeration zone; The 4A zeolite is housed in the bio-aeration district, and case top is provided with rising pipe (4).
2. according to the said composite solid carrier biofilm of claim 1 aerating apparatus, it is characterized in that also have pre-reaction pond (5), the water outlet on top, pre-reaction pond is connected with the import of pressure pump.
3. according to the said composite solid carrier biofilm of claim 2 aerating apparatus, it is characterized in that also have pond (6), pond (6) are provided with sewage induction pipe; Also have return water pipe (8), return water pipe (8) one ends are connected with the rising pipe (4) of housing, and the other end is connected with the sewage induction pipe in pond, is provided with valve on return water pipe and the sewage induction pipe.
CN2011201147240U 2011-04-19 2011-04-19 Biomembrane aeration device of composite solid carriers Expired - Fee Related CN202099159U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011201147240U CN202099159U (en) 2011-04-19 2011-04-19 Biomembrane aeration device of composite solid carriers

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011201147240U CN202099159U (en) 2011-04-19 2011-04-19 Biomembrane aeration device of composite solid carriers

Publications (1)

Publication Number Publication Date
CN202099159U true CN202099159U (en) 2012-01-04

Family

ID=45385184

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011201147240U Expired - Fee Related CN202099159U (en) 2011-04-19 2011-04-19 Biomembrane aeration device of composite solid carriers

Country Status (1)

Country Link
CN (1) CN202099159U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110921989A (en) * 2019-12-13 2020-03-27 华北水利水电大学 Domestic sewage dephosphorization and denitrification device for agricultural irrigation

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110921989A (en) * 2019-12-13 2020-03-27 华北水利水电大学 Domestic sewage dephosphorization and denitrification device for agricultural irrigation
CN110921989B (en) * 2019-12-13 2022-02-08 华北水利水电大学 Domestic sewage dephosphorization and denitrification device for agricultural irrigation

Similar Documents

Publication Publication Date Title
CN104761107B (en) Irrigated area sanitary sewage active iron anaerobe coupling and intensifying denitrification dephosphorization apparatus
CN101792237B (en) Composite biofilter
CN105502825A (en) Integrated domestic sewage treatment equipment and treatment method
CN102259980B (en) Biological aerated filter and sewage treatment process thereof
CN102491594B (en) Multifunctional stereo comprehensive treatment and recycling system for urban sewage
CN205398371U (en) Rural miniaturized integration sewage treatment unit
CN103073108A (en) Moving bed type purification tank
CN104030441A (en) Horizontal type three-phase biological fluidized bed and sewage treatment method thereof
CN205473193U (en) Life in countryside and food and beverage effluent treatment plant that structured packing is reinforceed
CN102951731B (en) Airlift oxidation ditch type membrane bioreactor
CN112939381A (en) Multi-efficiency combined biological filter
CN202038948U (en) Integrated high ammonia nitrogen sewage treatment unit
CN203238141U (en) Sewage biological treatment membrane filtration system
CN110015813A (en) The original sub-block device and method containing middle low concentration nutritive salt based on biofilter
CN203938524U (en) A kind of horizontal is three-phase biologic fluidized-bed
CN105645683A (en) Structural-filler-reinforced rural domestic and catering wastewater treatment plant and method
CN201106004Y (en) Combined aerating biologic filtering pool
CN210559637U (en) Novel moving bed biofilm reactor for sewage treatment
CN202358992U (en) Sewage treatment device
CN109775936B (en) Low-energy-consumption domestic sewage treatment system
CN209338220U (en) A kind of sewage disposal system based on anaerobism-AO- combined artificial wetland
CN202099159U (en) Biomembrane aeration device of composite solid carriers
CN203307185U (en) Biological membrane sewage treatment system
CN102372394A (en) Method for treating rural sewage with effect of removing phosphate and nitrogen
CN102249412B (en) Multistage anoxic and anaerobic circulation tail section anoxic activated sludge treatment process and system

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: 20120104

Termination date: 20150419

EXPY Termination of patent right or utility model