[go: up one dir, main page]

CN201581030U - Garbage leachate treatment device - Google Patents

Garbage leachate treatment device Download PDF

Info

Publication number
CN201581030U
CN201581030U CN2009202822999U CN200920282299U CN201581030U CN 201581030 U CN201581030 U CN 201581030U CN 2009202822999 U CN2009202822999 U CN 2009202822999U CN 200920282299 U CN200920282299 U CN 200920282299U CN 201581030 U CN201581030 U CN 201581030U
Authority
CN
China
Prior art keywords
pipe
casing body
baffle
deflection baffle
ultra
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
CN2009202822999U
Other languages
Chinese (zh)
Inventor
张寿通
刘保良
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.)
DEZHOU LVNENG WATER TREATMENT Co Ltd
Original Assignee
DEZHOU LVNENG WATER TREATMENT Co Ltd
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 DEZHOU LVNENG WATER TREATMENT Co Ltd filed Critical DEZHOU LVNENG WATER TREATMENT Co Ltd
Priority to CN2009202822999U priority Critical patent/CN201581030U/en
Application granted granted Critical
Publication of CN201581030U publication Critical patent/CN201581030U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Separation Using Semi-Permeable Membranes (AREA)

Abstract

Disclosed is a garbage leachate treatment device. A water inlet pipe is arranged on one side of a casing body; the middle of the casing body is divided into two mutually communicated portions by a baffle plate and a lower deflection baffle plate; a plurality of equally spaced and mutually parallel upper deflection baffle plates are distributed and connected on the inner wall surface of the casing body through a closed portion; the top end and two sides of each upper deflection baffle plate are connected onto the inner wall of the casing body; lower plate sections of the upper deflection baffle plates are suspended and processed into folded plates; a plurality of equally spaced and perpendicular lower deflection baffle plates are connected onto the bottom inner wall of the casing body; fillers are arranged among the upper deflection baffle plates and the lower deflection baffle plates; a return pipe and a water outlet pipe which are mutually communicated are arranged at the bottom portion of the casing body; a biogas pipe is connected to the top portion of the casing body; an ultra-filtration film component is arranged on an opening portion of the upper portion of the casing body; a water outlet pipe with a water outlet pump is arranged on the upper edge of the ultra-filtration film component; an air pipe with an aerator is arranged on the lower edge of the ultra-filtration film component; and a stirrer is arranged on one side of the ultra-filtration film component. The treatment device is simple, compact, small in area occupation and low in treatment cost.

Description

The garbage filter liquid processing device
Technical field
The utility model relates to a kind of water pollution control technical equipment, especially garbage filter liquid processing device.
Background technology
The processing of percolate is a unusual stubborn problem in landfill yard design, operation and the management always, is a difficult problem of generally acknowledging in the world.Garbage loading embeading is handled a kind of main mode that is still China's domestic rubbish disposal.Because the water quality and quantity of percolate changes greatly, ammonia-nitrogen content is high, organic pollutant content height and be difficult to problem such as biodegradable organic content height, cause the percolate treatment facility water outlet of the most of refuse landfill of China not reach emission request, can not be called sanitary filling field truly, at present comparatively general percolate treatment facility adopts (1) to adopt " biochemistry+materialization " technical finesse percolate, the biochemical treatment process can be degraded effectively, removal of pollutants, but is subjected to the not restriction of bio-degradable resistates existence.(2) directly adopt " high-pressure membrane separation " technical finesse percolate, the membrane sepn treating processes can be divided dried up and pollutent effectively, but because the membrane sepn processing can not be degraded, removal of pollutants, correspondingly can produce concentrated sewage more difficult in a large number, that dispose.(3) comprehensive " biochemistry+materialization+membrane sepn " technical finesse percolate that adopts, wherein, the biochemical treatment process can be degraded effectively, removal of pollutants, and the membrane sepn treating processes can be separated effectively and removed the not amounts of residual contamination do of bio-degradable, but also can produce condensed water.
Summary of the invention
In order to overcome the deficiencies in the prior art, the utility model provides a kind of novel garbage filter liquid processing device, adopts this device treating refuse percolate, simply, compactness is taken up an area of for a short time, and processing cost is low can to realize percolate low-cost processes and qualified discharge.
The technical scheme that its technical problem that solves the utility model adopts is: the garbage filter liquid processing device, one side is brought the housing of water pipe into, the centre has baffle plate to be divided into the two portions that communicate with following baffle, the part of sealing distribute to connect on the inner walls face a plurality of spacings identical and be parallel to each other on baffle, its top and both sides are connected on the inner walls, its lower plate section suspends and is processed into flap, and the flap bottom is towards rising pipe side, on inwall at the bottom of the housing, connect spacing and equate also vertical a plurality of baffle down, filler is arranged between the baffle up and down, the housing bottom influent side has return line to communicate with rising pipe, on one side case top is connected with the biogas pipe; Top is that open part has hyperfiltration membrane assembly, and there is the rising pipe of taking water pump and valve out of its top, and there is the blast main of band aerator in hyperfiltration membrane assembly bottom, and a side of hyperfiltration membrane assembly has agitator.
The garbage filter liquid processing device is spaced apart two parts that communicate in the housing, Yi Bian anaerobic reactor baffle is up and down arranged, this part is formed the anaerobic baffled reactor with several compartments.Each upper compartment at anaerobic baffled reactor is provided with the water treatment filler, can select elastic filler, combined stuffing, soft-filler etc., makes attached biological film on the filler.The two portions that communicate can flow automatically and enter.Hyperfiltration membrane assembly is set in the other side, the blast main of aerator is installed below it.This part is called the one-step autotrophic nitrogen removal membrane bioreactor.Can realize one-step autotrophic nitrogen removal.
The ultra-filtration membrane junctional membrane goes out water pump.Sewage is under suction function in the one-step autotrophic nitrogen removal membrane bioreactor, and by ultrafiltration membrance filter, tunicle goes out water pump and extracts out.A film water outlet part flow to nanofiltration equipment, a part by return line flow to the anaerobic reactor feed-water end.
Film goes out water pump and connects nanofiltration equipment.The ultrafiltration water outlet enters nanofiltration system and carries out depth type filtration, realizes qualified discharge.This equipment also can adopt reverse osmosis system that advanced treatment is carried out in the ultra-filtration membrane water outlet, can realize same effect.
The beneficial effects of the utility model are, this device is simple, and compactness is taken up an area of for a short time, and processing cost is lower, has realized saving energy and reduce the cost, and has wide market application prospect.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is the front view of garbage filter liquid processing device.
Fig. 1 is the vertical view of garbage filter liquid processing device.
1. housings among the figure, 2. filler, 3. biogas pipe, 4. baffle plate 5. goes out water pump, 6. rising pipe, 7. valve, 8. return line, 9. agitator, 10. aerator, 11. blast mains, 12. hyperfiltration membrane assemblies, 13. times baffles, baffle on 14., 15. water inlet pipes.
Embodiment
At Fig. 1, in 2, the garbage filter liquid processing device, one side is brought the housing (1) of water pipe (15) into, the centre has baffle plate (4) to be divided into the two portions that communicate with following baffle (13), the part of sealing distribute to connect on the inner walls face 2 spacings identical and be parallel to each other on baffle (14), its top and both sides are connected on the inner walls, its lower plate section suspends and is processed into flap, and the flap bottom is towards rising pipe side, connecting spacing on inwall at the bottom of the housing equates and vertical 3 following baffles, filler (2) is arranged between the baffle up and down, and the housing bottom influent side has return line (8) to communicate with rising pipe, on one side case top is connected with biogas pipe (3); Top is that open part has hyperfiltration membrane assembly (12), and there is the rising pipe (6) of taking water pump (5) and valve (7) out of its top, and there is the blast main (11) of band aerator (10) in hyperfiltration membrane assembly bottom, and a side of hyperfiltration membrane assembly has agitator (9).

Claims (3)

1. garbage filter liquid processing device, by housing, filler, the biogas pipe, baffle plate, go out water pump, rising pipe, valve, return line, agitator, aerator, blast main, hyperfiltration membrane assembly, following baffle, last baffle, water inlet pipe is formed, it is characterized in that: a side is brought the housing (1) of water pipe (15) into, the centre has baffle plate (4) to be divided into the two portions that communicate with following baffle (13), the part of sealing distribute to connect on the inner walls face a plurality of spacings identical and be parallel to each other on baffle (14), its top and both sides are connected on the inner walls, its lower plate section suspends and is processed into flap, and the flap bottom is towards rising pipe side, on inwall at the bottom of the housing, connect vertical a plurality of baffles down that spacing equates, filler (2) is arranged between last baffle and the following baffle; Top is that open part has hyperfiltration membrane assembly (12), and there is the rising pipe (6) of taking water pump (5) and valve (7) out of its top, and there is the blast main (11) of band aerator (10) in hyperfiltration membrane assembly bottom, and a side of hyperfiltration membrane assembly has agitator (9).
2. garbage filter liquid processing device according to claim 1 is characterized in that: on one side case top is connected with biogas pipe (3).
3. garbage filter liquid processing device according to claim 1 is characterized in that: the housing bottom influent side has return line (8) to communicate with rising pipe.
CN2009202822999U 2009-11-29 2009-11-29 Garbage leachate treatment device Expired - Fee Related CN201581030U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009202822999U CN201581030U (en) 2009-11-29 2009-11-29 Garbage leachate treatment device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009202822999U CN201581030U (en) 2009-11-29 2009-11-29 Garbage leachate treatment device

Publications (1)

Publication Number Publication Date
CN201581030U true CN201581030U (en) 2010-09-15

Family

ID=42723027

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009202822999U Expired - Fee Related CN201581030U (en) 2009-11-29 2009-11-29 Garbage leachate treatment device

Country Status (1)

Country Link
CN (1) CN201581030U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2505515A (en) * 2012-09-04 2014-03-05 Integrated Effluent Solutions Ltd Treatment of contaminated effluent
CN103922473A (en) * 2014-04-22 2014-07-16 昆明金泽实业有限公司 Anaerobic and aerobiotic circular integration waste water treatment device with low energy consumption
CN104692524A (en) * 2014-10-21 2015-06-10 深圳市百斯特环保工程有限公司 Anaerobic baffled reactor and leachate anaerobic treatment method
CN106186512A (en) * 2016-07-07 2016-12-07 北京城市排水集团有限责任公司 A kind of sewage-treatment plant and processing method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2505515A (en) * 2012-09-04 2014-03-05 Integrated Effluent Solutions Ltd Treatment of contaminated effluent
CN103922473A (en) * 2014-04-22 2014-07-16 昆明金泽实业有限公司 Anaerobic and aerobiotic circular integration waste water treatment device with low energy consumption
CN103922473B (en) * 2014-04-22 2015-09-23 昆明金泽实业有限公司 A kind of anaerobism of less energy-consumption and aerobic circular integration wastewater treatment equipment
CN104692524A (en) * 2014-10-21 2015-06-10 深圳市百斯特环保工程有限公司 Anaerobic baffled reactor and leachate anaerobic treatment method
CN106186512A (en) * 2016-07-07 2016-12-07 北京城市排水集团有限责任公司 A kind of sewage-treatment plant and processing method thereof

Similar Documents

Publication Publication Date Title
CN202849154U (en) Novel anaerobic membrane bioreactor for treating high-sulfate organic wastewater
CN201581030U (en) Garbage leachate treatment device
CN105347475B (en) A kind of symmetrical built-in anaerobic membrane bioreactor
CN215161380U (en) External anaerobic MBR device
CN106277593B (en) An integrated domestic sewage treatment system
CN202849204U (en) Mmultistage sewage treatment device utilizing microbial technology
CN201648106U (en) Coking wastewater flat-plate MBR treatment equipment
CN205061738U (en) Clarifier is adsorbed with fixed attention to high -efficient mixing
CN205061814U (en) Domestic sewage purification treatment facility
CN103241834A (en) Pulse internal circulation anaerobic reactor
CN213680283U (en) Novel high-efficient biological integration sewage treatment device
CN102260023B (en) Apparatus for treating domestic sewage by utilizing anaerobic expanded granular sludge bed
CN106277592B (en) Double-membrane self-circulation sewage treatment system
CN204752312U (en) Up -flow anaerobic sludge blanket filtering pond
CN214693752U (en) Integrated sewage treatment equipment
CN210974071U (en) Water seal device of anaerobic tank
CN210065289U (en) Integrated medical wastewater treatment device
CN102992550B (en) Mudpack coupled duplex integrated high rate anaerobic reactor and application thereof
CN108328869B (en) Anaerobic membrane bioreactor and wastewater treatment system
CN206052010U (en) A kind of multistage collection scum silica frost organic garbage methane installation for fermenting
CN204981519U (en) Sewage treatment inner loop MBR membrane bioreactor
CN205382072U (en) High -efficiency biological membrane integration sewage treatment system
CN211847599U (en) Movable land industrial sewage treatment machine
CN214528590U (en) Denitrification device for municipal sewage treatment
CN205061644U (en) Save reinforceing of medicament and thoughtlessly congeal clarifier

Legal Events

Date Code Title Description
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: 20100915

Termination date: 20121129