CN210176666U - Domestic waste filtration liquid high efficiency treatment all-in-one - Google Patents

Domestic waste filtration liquid high efficiency treatment all-in-one Download PDF

Info

Publication number
CN210176666U
CN210176666U CN201822233793.8U CN201822233793U CN210176666U CN 210176666 U CN210176666 U CN 210176666U CN 201822233793 U CN201822233793 U CN 201822233793U CN 210176666 U CN210176666 U CN 210176666U
Authority
CN
China
Prior art keywords
tank
oxygen
deodorization
water
integrated machine
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
CN201822233793.8U
Other languages
Chinese (zh)
Inventor
Dequan Chen
陈德全
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 CN201822233793.8U priority Critical patent/CN210176666U/en
Application granted granted Critical
Publication of CN210176666U publication Critical patent/CN210176666U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Separation Using Semi-Permeable Membranes (AREA)

Abstract

The utility model discloses a domestic waste filtration liquid high efficiency processing all-in-one in the sewage treatment technical field. The integrated machine consists of a water inlet, a mechanical grid, a deodorization regulating tank, a pipeline mixer, a precipitation air floatation composite solid-liquid separator, an anaerobic special solid microorganism biochemical tank, an oxygen-enriched special microorganism ceramic membrane self-cleaning membrane biological reaction tank, a backflushing water tank, an adsorption tank and a water outlet. The all-in-one machine has multiple advantages of improving efficiency, increasing system stability, reducing volume, saving energy, reducing consumption, prolonging service life of main accessories and the like by multiple innovations aiming at characteristics of the landfill leachate. The technology and the equipment are also suitable for sewage treatment with high pollutant concentration, complex components, high animal and vegetable oil content and the like in the food processing industry, restaurant wastewater treatment, industrial enterprise canteen sewage treatment and the like.

Description

Domestic waste filtration liquid high efficiency treatment all-in-one
Technical Field
The utility model belongs to the technical field of sewage treatment, especially, relate to a domestic waste filtration liquid high efficiency processing all-in-one.
Background
At present, the pollution of the rural domestic garbage to the environment is widely concerned, and due to the influence on the environment generated in the transportation process, the treatment of the rural domestic garbage is changed from original county-level centralized treatment to living local treatment. However, leachate generated during storage, transportation and disposal of garbage, and sewage discharge generated from garbage in urban garbage disposal transfer stations and farmer markets have serious environmental impact. Because the sewage has small water quantity, complex components, large change of pollutant concentration and difficult degradation of partial pollutants, no proper treatment technology and device exist in the past, and the traditional water treatment mode has large investment of treatment facilities and high operation cost and is only suitable for treating the landfill leachate of urban refuse landfills and refuse power plants.
SUMMERY OF THE UTILITY MODEL
In order to solve the problem, the utility model aims at providing a domestic waste filtration liquid high efficiency processing all-in-one.
In order to achieve the above purpose, the technical solution of the present invention is as follows: an integrated machine for efficiently treating household garbage leachate comprises a water inlet, wherein the water inlet is sequentially communicated with a mechanical grating, a deodorization regulating tank, a solid-liquid separation pretreatment device, an anaerobic biological tank and a biological oxygen enrichment tank along a material supply direction; the deodorization device is characterized in that a jet flow stirrer is arranged in the deodorization adjusting tank, the pretreatment device is sequentially provided with a pipeline mixer, an air flotation device and an inclined tube precipitator from top to bottom, the pipeline mixer is communicated with the deodorization adjusting tank, and the top of the pipeline mixer is provided with a first storage tank filled with a polyaluminium chloride solution and a second storage tank filled with a polyacrylamide solution.
After the technical scheme is adopted, the following technical principles are generated: a pipeline mixer in the pretreatment device is used for removing a large-volume stirrer in the prior art, a layered design is adopted, when sewage passes through the pretreatment device, an operator releases a polyaluminium chloride solution in a first storage tank and a polyacrylamide solution in a second storage tank, the two released solutions are mixed with the sewage, fine particles and part of organic pollutants in the sewage are coagulated into large particles, then the sewage flows into a sedimentation tank to be separated from heavy sludge, the water rises to an air floatation device, and light-weight flocculates and oil stains in the sewage are removed after the air floatation device is started.
The following beneficial effects are realized after the technical scheme is adopted: 1. compared with the prior art adopting a stirrer, the technical scheme has the advantages that the volume of the equipment is reduced by using the pipeline mixer, the stirring device is omitted, the energy is saved, the equipment maintenance workload is reduced, and the operation cost is reduced.
2. Compared with the prior art adopting electrolysis in the prior art, the technical scheme utilizes a biochemical method to decompose organic pollutants, thereby ensuring the stability and the treatment efficiency of system operation and reducing the operation cost.
3. Compared with other layered treatment prior art, the air floatation device of the pretreatment device in the technical scheme uses the oxygen-free gas as the carrier to remove the light sludge, the oil stain and the like in an upward floating manner, avoids overhigh concentration of dissolved oxygen in sewage, provides anaerobic conditions for subsequent biological anaerobic treatment, and enhances the treatment effect.
Further, still include the water pump, the mouth of drawing water of water pump is towards the material, and the outlet intercommunication water inlet of water pump, it has the deodorant to add in the deodorization equalizing basin. Eliminates the secondary pollution of foul gas generated in the sewage treatment process, and reduces the waste gas pollution while purifying water.
Further, a conveying pump is arranged between the pipeline mixer and the deodorization adjusting tank, the air floatation device is provided with an oil discharge port, and the bottom of the inclined tube precipitator is provided with a sludge discharge pipe. The sludge is respectively sent out through the oil discharge port and the sludge discharge pipe, so that the separation efficiency of the sludge is improved.
Furthermore, a slow-release bacteria chamber and a combined filler which are loaded with composite special anaerobic microorganisms suitable for the landfill leachate to remove oil, nitrogen, COD and the like are arranged in the anaerobic biological tank.
Further, be equipped with compound special type aerobic microorganisms's such as dephosphorization, denitrogenation, except that COD slow-release fungus room and combined filler in the oxygen boosting biological pond, fungus room and combined filler below are the oxygen boosting aeration pipe, and there is the membrane bioreactor subassembly fungus room and combined filler's right side, the bottom of membrane bioreactor subassembly is equipped with horizontal oxygen boosting aeration pipe.
In the technology, a tubular ultrafiltration ceramic membrane and a reciprocating brush type membrane surface self-cleaning technology are used, so that stable and efficient water purification is ensured, and the service life of the ceramic membrane is prolonged. Meanwhile, due to the application of the membrane bioreactor technology, a secondary sedimentation tank is not required to be arranged, and the floor area is reduced.
Meanwhile, the tubular ultrafiltration ceramic membrane in the membrane bioreactor intercepts sludge saturated with microorganisms in the aerobic biological tank, so that the concentration of the microorganisms in the oxygen-enriched biological tank is several times higher than that in the conventional oxygen-enriched biological tank, the treatment efficiency is enhanced, and the quality of effluent is ensured.
Furthermore, the membrane bioreactor component is sequentially provided with a suction pump, a back-flushing clear water tank, an advanced treatment adsorption tank and a water outlet along the discharge direction of the materials, and the other end of the water outlet faces the outside. The water in the clean water tank overflows to the adsorption tank, and the water in the adsorption tank overflows out of the water outlet. Part of water in the clean water tank is used for backwashing the membrane tubes for recycling, so that the water utilization rate is improved.
Furthermore, a reflux pump is arranged between the anaerobic biological tank and the oxygen-enriched biological tank. The sludge and part of the sewage in the oxygen-enriched biological pool are pumped back to the anaerobic biological pool to reduce nitrate nitrogen and nitrite nitrogen in the water into nitrogen to be discharged into the air, so that the total nitrogen concentration in the sewage is reduced.
Further, the device also comprises a gas separator positioned at the top of the oxygen-enriched biological tank, and oxygen generated by the gas separator is led to an aeration pipe of the biological aerobic tank and an aeration pipe of the membrane bioreactor component through a gas guide pipe; other gases separated by the gas separator are communicated with the air flotation device through the gas guide pipe. The gas separator separates air into oxygen-enriched gas and other gases. Oxygen-enriched gas generated by the gas separator is guided to the MBR aeration pipe and the oxygen-enriched biological tank aeration pipe through the gas guide pipe, and oxygen-free other gas generated by the gas separator is communicated with the air float device through the gas guide pipe. . Compared with the existing air aeration, the oxygen-enriched aeration provides more sufficient oxygen, the treatment efficiency of aerobic biological treatment is obviously improved, other oxygen-free gas enters an air floatation device in the pretreatment device to be used as carrier gas for solid-liquid separation, and gas resources are fully utilized.
Further, the bottom of the deodorization regulating tank and the bottom of the anaerobic biological tank are both provided with sludge pumps. The sludge is discharged, and the excessive accumulation of the sludge in the reaction tank is prevented.
Drawings
Fig. 1 is a front view of a structure according to a first embodiment of the present invention.
Detailed Description
The following is further detailed by way of specific embodiments:
reference numerals in the drawings of the specification include: the device comprises a water inlet 1, a water pump 2, a mechanical grid 3, a deodorization regulating tank 4, a jet stirring pump 5, a delivery pump 6, a pretreatment device 7, a first storage tank 8, a second storage tank 9, a pipeline mixer 10, an air flotation device 11, an oil discharge port 12, an inclined tube precipitator 13, a sludge discharge pipe 14, a guide pipe 115, an anaerobic biological tank 16, a guide pipe 217, an oxygen-enriched biological tank 18, a membrane bioreactor assembly 19, an oxygen production separator 20, an oxygen-enriched biological tank aeration pipe 21, an MBR aeration pipe 22, a suction pump 23, a clear water tank 24, an adsorption tank 25, a water outlet 26, a reflux pump 27 and a sludge pump 28.
The embodiment is basically as shown in the attached figure 1: the utility model provides a domestic waste filtration liquid high efficiency treatment all-in-one includes water inlet 1 and delivery port 24, the cell body has been arranged between water inlet 1 and the delivery port 24, and the cell body turns right from a left side and sets gradually to deodorization equalizing basin 4, mechanical grid 3, preprocessing device 7, anaerobism biological pond 16 and oxygen boosting biological pond 18, communicates through pipe 17 between anaerobism and the good oxygen cell body.
Install efflux agitator pump 5 in the deodorization equalizing basin 4, pre-treatment device 7 has placed pipe-line mixer 10, air supporting ware 11 and pipe chute sedimentation tank 13 from the top down in proper order, install delivery pump 6 between pipe-line mixer 10 and the deodorization equalizing basin 4, air supporting ware 11 is opened there is oil drain port 12, there is mud pipe 14 pipe 13 bottom, the top intercommunication of pipe-line mixer 10 has first storage tank 8 that is equipped with polyaluminium chloride solution and the second storage tank 9 that is equipped with polyacrylamide solution. The water pump 2 has a water pumping port facing the water inlet 1, the water outlet of the water pump 2 is connected with the mechanical grating 3, and the deodorizing regulating tank 4 is added with deodorant.
Sludge pumps 28 are installed at the bottoms of the deodorization adjusting tank 4 and the anaerobic biological tank 16, anaerobic microorganism slow-release balls (rods) and combined fillers are placed in the anaerobic biological tank 16, oil removing bacteria, COD removing bacteria and nitrogen removing bacteria are loaded in the anaerobic microorganism slow-release balls, and a reflux pump 27 is connected between the anaerobic biological tank and the oxygen-enriched biological tank.
Install membrane bioreactor 19 in the biological oxygen boosting pond 18, the bottom of membrane bioreactor 19 is connected with horizontal MBR aeration pipe 22, and the biological oxygen boosting pond aeration pipe 21 aerobic microorganism slowly-releasing ball is placed to MBR aeration pipe 22's combination filler and aerobic microorganism slowly-releasing ball (stick) below and is cultivateed and has removed phosphorus fungus and aerobic COD fungus.
A suction pump 23 and a clean water tank 24 are sequentially arranged between the membrane bioreactor 19 and the water outlet 26 along the sewage discharge direction, the water outlet 26 is positioned at one end and communicated with the clean water tank 24, the clean water tank is communicated with an adsorption tank 25, and the other end of the adsorption tank connected with the water outlet 26 faces to the outside. The MBR aeration pipe 22 and the oxygen-enriched biological tank aeration pipe 21 are both communicated with the air floatation device 11 through air ducts, an air separator 20 is communicated between the guide pipe 15 and the air floatation device, and the air separator 20 is positioned at the top of the oxygen-enriched biological tank.
The specific implementation process is as follows:
referring to fig. 1, domestic garbage leachate (hereinafter referred to as sewage) is driven by a water pump 2 to sequentially pass through a water inlet 1 and a mechanical grid 3, when the sewage passes through the mechanical grid 3, impurities such as fibers, metals, stones and large particles in the sewage are filtered by the mechanical grid 3, and then the sewage automatically flows into a sewage deodorization regulating tank 4.
Besides uniformly mixing the sewage and precipitating medium-sized particulate matters in the sewage, the regulating tank also adds a deodorant to reduce the influence of foul gas generated by the sewage on the air of the surrounding environment. Sewage passing through the deodorization regulating tank 4 is pumped into a pretreatment device 11 by a delivery pump 6, polyaluminium chloride solution in a first storage tank 8 and polyacrylamide solution in a second storage tank 9 are fully mixed with sewage in a pipeline mixer 10 in the pretreatment device 7, the mixed sewage enters the bottom of a sedimentation tank of the pretreatment device 7 through a pipeline and passes through an inclined pipe from bottom to top, fine particles and part of organic pollutants in the sewage are coagulated into large particles and separated from water, and sludge is sent out by a sludge discharge pipe 14; then the sewage flow rises mechanically into the air flotation device 11, the light flocculate and the oil stain in the sewage are removed after the air flotation device 11 is started, and the separated oil stain and sludge are discharged through an oil discharge port 12 respectively. ,
the treatment of the wastewater itself is as follows: the sewage from which the particulate matter, oil stains and part of organic matters are removed enters the anaerobic biological tank 16 through a pipeline. Microorganisms released from the anaerobic microorganism slow-release balls in the anaerobic organism pool 16 are distributed in the whole anaerobic organism pool 16 through domestication, multiplication and release, when sewage enters the anaerobic organism pool 16, most of oil stains remained in the sewage are decomposed by oil removing bacteria in the anaerobic organism pool 16, most of other organic pollutants are decomposed by anaerobic COD removing bacteria, and ammonia nitrogen is decomposed by nitrogen removing bacteria.
The sewage treated by the anaerobic biological tank 16 enters an oxygen-enriched biological tank 18 through a conduit 15, at the moment, the residual oil stain and organic pollutants in the sewage are further decomposed by aerobic COD (chemical oxygen demand) removing bacteria, and ammonia nitrogen is converted into nitrate nitrogen by nitrogen removing bacteria; phosphorus is separated by phosphorus removing bacteria. Because the advanced MBR technology is adopted in the oxygen-enriched biological tank 18, the membrane bioreactor 19 in the prior art adopts a tubular ultrafiltration ceramic membrane, a suction pump 23 of the membrane bioreactor 19 and a reciprocating brush type self-cleaning technology, and because the prior pretreatment device 7 separates oil stains and sludge in sewage, the sewage entering the membrane bioreactor 19 cannot cause the surface of the ceramic membrane to be polluted, so that stable and efficient water purification is ensured, and the service life of the ceramic membrane is prolonged. Meanwhile, due to the application of the MBR technology, a secondary sedimentation tank is not required, and the occupied area is reduced.
Then the tubular ultrafiltration ceramic membrane in the membrane bioreactor 19 intercepts the sludge saturated with microorganisms in the aerobic biological tank, so that the concentration of the microorganisms in the oxygen-enriched biological tank 18 is several times higher than that in the conventional oxygen-enriched biological tank, and the treatment efficiency is enhanced. The same-pipe type ceramic membrane also intercepts most of the residual pollutants in the oxygen-enriched biological tank 18, thereby ensuring the quality of the effluent. Because the return pump 27 is arranged between the anaerobic biological tank and the oxygen-enriched biological tank 18, the sludge and part of the sewage in the oxygen-enriched biological tank 18 are driven by the return pump 27 to return to the anaerobic biological tank 16, and nitrate nitrogen in the sewage is reduced into nitrogen to be discharged into the air in the return process, so that the total nitrogen concentration in the sewage is reduced.
The suction pump 23 of the membrane bioreactor backflushes for 1-2 minutes after pumping for 8 minutes, and simultaneously starts the reciprocating brush for 1.5 minutes to remove the sludge on the surface of the membrane tube. The method is circulated continuously, and the ceramic membrane tube is ensured to maintain normal flux under normal pressure. The sewage which reaches the standard is discharged into a clear water tank 24 through a suction pump 23 of the membrane bioreactor to be used as backwashing water, redundant treated water overflows into an adsorption tank 25, and the water is deeply treated by the adsorption tank and then is discharged into the environmental water body through a water outlet 26.
The treatment method of the gas in the sewage is as follows: the gas separator 20 separates air into oxygen-enriched gas and others. The oxygen-enriched gas enters an aeration pipe 21 of the oxygen-enriched biological pond 18 and an aeration pipe 22 of the membrane bioreactor to provide sufficient oxygen for aerobic microorganisms. The rest of the air floaters 11 entering the pretreatment device 7 are used as carrier gas for separating water from sludge.
Sludge deposited at the bottom of the deodorization regulation tank and the biochemical anaerobic tank is discharged outside the machine through a sludge pump 28 at irregular intervals.
Example two:
the difference between the present embodiment and the first embodiment is characterized in that: the inclined tube precipitator 13 adopts a double-angle inclined tube, so that the separation effect is improved. The sludge deposited at the bottom of the deodorization adjusting tank and the biochemical anaerobic tank is recycled by the same sludge pump 28 and is discharged outside the machine at irregular intervals.
The above description is only an example of the present invention, and the common general knowledge of the known specific structures and characteristics of the embodiments is not described herein. It should be noted that, for those skilled in the art, without departing from the structure of the present invention, several modifications and improvements can be made, which should also be regarded as the protection scope of the present invention, and these will not affect the effect of the implementation of the present invention and the practicability of the patent. The scope of the claims of the present application shall be determined by the contents of the claims, and the description of the embodiments and the like in the specification shall be used to explain the contents of the claims.

Claims (9)

1. The utility model provides a domestic waste filtration liquid high efficiency processing all-in-one which characterized in that: the device comprises a water inlet, wherein the water inlet is sequentially communicated with a mechanical grating, a deodorization regulating tank, a pipeline stirrer, a precipitation air floatation composite solid-liquid separation pretreatment device, an anaerobic biological tank and an oxygen-enriched biological tank along the material supply direction; the deodorization device is characterized in that a jet flow stirrer is arranged in the deodorization adjusting tank, the pretreatment device is sequentially provided with a pipeline mixer, an air flotation device and an inclined tube precipitator from top to bottom, the pipeline mixer is communicated with the deodorization adjusting tank, and the top of the pipeline mixer is provided with a first storage tank filled with a polyaluminium chloride solution and a second storage tank filled with a polyacrylamide solution.
2. The integrated machine for efficiently treating the household garbage percolate according to claim 1 is characterized in that: still include the water pump, the mouth of drawing water of water pump is towards the material, and the outlet intercommunication water inlet of water pump, it has the deodorant to add in the deodorization equalizing basin.
3. The integrated machine for efficiently treating the household garbage percolate according to claim 2, is characterized in that: a conveying pump is arranged between the pipeline mixer and the deodorization regulating tank, the air floatation device is provided with an oil discharge port, and the bottom of the inclined tube precipitator is provided with a sludge discharge pipe.
4. The integrated machine for efficiently treating the household garbage percolate according to claim 3, is characterized in that: the anaerobic biological tank is internally provided with a slow-release bacteria chamber and a combined filler which are loaded with composite special anaerobic microorganisms suitable for removing oil, nitrogen, COD and the like of the landfill leachate.
5. The integrated machine for efficiently treating the household garbage percolate according to claim 4, is characterized in that: the oxygen-enriched biological pond is internally provided with a slow-release bacteria chamber and a combined filler of composite special aerobic microorganisms for removing phosphorus, nitrogen and COD, the oxygen-enriched aeration pipe is arranged below the bacteria chamber and the combined filler, the membrane bioreactor component is arranged on the right side of the bacteria chamber and the combined filler, and the bottom of the membrane bioreactor component is provided with a transverse oxygen-enriched aeration pipe.
6. The integrated machine for efficiently treating the household garbage percolate according to claim 5, is characterized in that: the membrane bioreactor component is sequentially provided with a suction pump, a back washing clean water tank, an advanced treatment adsorption tank and a water outlet along the discharge direction of materials, and the other end of the water outlet faces the outside.
7. The integrated machine for efficiently treating the household garbage percolate according to claim 6, is characterized in that: a reflux pump is arranged between the anaerobic biological tank and the oxygen-enriched biological tank.
8. The integrated machine for efficiently treating the household garbage percolate according to claim 7, is characterized in that: the oxygen produced by the gas separator is led to the aeration pipe of the biological aerobic tank and the aeration pipe of the membrane bioreactor component through the air duct; other gases separated by the gas separator are communicated with the air flotation device through the gas guide pipe.
9. The integrated machine for efficiently treating the household garbage percolate according to claim 8, is characterized in that: and sludge pumps are arranged at the bottoms of the deodorization regulating tank and the anaerobic biological tank.
CN201822233793.8U 2018-12-28 2018-12-28 Domestic waste filtration liquid high efficiency treatment all-in-one Expired - Fee Related CN210176666U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201822233793.8U CN210176666U (en) 2018-12-28 2018-12-28 Domestic waste filtration liquid high efficiency treatment all-in-one

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201822233793.8U CN210176666U (en) 2018-12-28 2018-12-28 Domestic waste filtration liquid high efficiency treatment all-in-one

Publications (1)

Publication Number Publication Date
CN210176666U true CN210176666U (en) 2020-03-24

Family

ID=69828621

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201822233793.8U Expired - Fee Related CN210176666U (en) 2018-12-28 2018-12-28 Domestic waste filtration liquid high efficiency treatment all-in-one

Country Status (1)

Country Link
CN (1) CN210176666U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109607950A (en) * 2018-12-28 2019-04-12 陈德全 Consumer waste infiltration liquid high-efficient treatment device and method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109607950A (en) * 2018-12-28 2019-04-12 陈德全 Consumer waste infiltration liquid high-efficient treatment device and method

Similar Documents

Publication Publication Date Title
CN100447100C (en) Biological electrochemical combined system for treating dye waste water and method thereof
CN209872690U (en) Leachate treatment process device for garbage transfer station
US20090272681A1 (en) Recycle water treatment system for car wash
CN206767868U (en) A kind of garbage percolation liquid treating system
CN109052827A (en) Food waste percolate enhanced processing method and system
CN106219884A (en) The processing method of high ammonia nitrogen landfill leachate
CN114291964B (en) Sewage treatment system and method for denitrification and phosphorus recovery
CN202390287U (en) Internal iron-carbon UASB-SBR (Upflow Anaerobic Sludge Blanket-Sequencing Batch Reactor) coupling system for treatment of printing and dyeing wastewater
CN114084998A (en) Rubbish transfer station waste water and domestic sewage cooperative processing system
CN1208262C (en) High concentration oxganic effluent treatment composite process and its equipment
CN103641268B (en) Two-stage biological reactor for treatment percolate instrument and supplies
CN111039521A (en) Sewage treatment regeneration and reuse system and method for sewage treatment by using same
CN102363537A (en) Sludge backflow treatment system for secondary biochemical system
CN113636646A (en) Combined treatment method and device for waste water and waste gas
CN109052868A (en) A kind of continuous alternating MBBR sewage water treatment method and equipment
CN210176666U (en) Domestic waste filtration liquid high efficiency treatment all-in-one
CN101391833A (en) Filter tank type membrane bioreactor
CN209128261U (en) A kind of landfill leachate treatment Zero discharging system
CN208649040U (en) A kind of proprietary processing unit of high concentration antibiotic organic wastewater
CN203269735U (en) Equipment for treating rubbish leachate by utilizing two-stage bioreactors
CN212222760U (en) Beer wastewater treatment system
CN115028267A (en) Waste water recycling device
CN110451635B (en) Biological treatment system and method for high-salt high-organic matter industrial wastewater
CN210796140U (en) Domestic sewage treatment device
CN104355493B (en) A kind of integrated aerobic advanced treatment apparatus

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20200324

Termination date: 20211228

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