CN100509661C - Treating technique of polyether polyatomic alcohol producing sewage recovering and utilization - Google Patents

Treating technique of polyether polyatomic alcohol producing sewage recovering and utilization Download PDF

Info

Publication number
CN100509661C
CN100509661C CNB2004100939533A CN200410093953A CN100509661C CN 100509661 C CN100509661 C CN 100509661C CN B2004100939533 A CNB2004100939533 A CN B2004100939533A CN 200410093953 A CN200410093953 A CN 200410093953A CN 100509661 C CN100509661 C CN 100509661C
Authority
CN
China
Prior art keywords
pool
reactor
enters
tank
anaerobic reactor
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
CNB2004100939533A
Other languages
Chinese (zh)
Other versions
CN1644537A (en
Inventor
李克勋
王毅军
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.)
Nankai University
Original Assignee
Nankai 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 Nankai University filed Critical Nankai University
Priority to CNB2004100939533A priority Critical patent/CN100509661C/en
Publication of CN1644537A publication Critical patent/CN1644537A/en
Application granted granted Critical
Publication of CN100509661C publication Critical patent/CN100509661C/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
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E50/00Technologies for the production of fuel of non-fossil origin
    • Y02E50/30Fuel from waste, e.g. synthetic alcohol or diesel

Landscapes

  • Separation Using Semi-Permeable Membranes (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)

Abstract

A treating process for recovering and utilizing polyether poly-alcohol production sewage is carried out by producing sewage, entering regulating pool, regulating pool connection with oil separated pool, batching pool, anaerobic reactor, oxygen contacting oxidizing pool and settling pool, clear liquid of settling pool self-flowing into light catalyst oxidizing reactor, the mud and the mud of anaerobic reactor entering into mud concentrating pool, entering into dewaterer, light catalyst oxidizing reactor connection with continuous super-filtering treater and reversing-penetrating treater, adding medicament into batching pool by medicine added box, and supplying oxygen for oxygen contacting oxidizing pool and light catalyst oxidizing reactor by fan. Its advantages include low cost and consumption, to decrease occupied area.

Description

The treatment process that a kind of polyether glycol production waste is recycled
Technical field
The present invention relates to sewage disposal and regeneration, is a kind of technology of processing of polyether glycol production waste recycling specifically.
Background technology
Polyether glycol is mainly used in the production urethane foam, also as suds-stabilizing agent, paper industry defoamer, crude oil demulsifier, high-effective low foam washing composition, lubricant, quenching medium, emulsion foaming agent, multiple cutting agent, rubber lubricant and dedicated solvent etc., its purposes is very extensive.Because polyether glycol itself and most of raw materials for production thereof all are the organism of extremely difficult degradation, so the extremely difficult processing of the sewage that is produced in the production process.Many producers directly discharge, and give to be received environment and cause huge pollution.In addition, along with the worsening shortages of water resources, problem of water saving more and more obtains people's common concern, many enterprises begin to adopt reuse of wastewater in order to reduce cost, especially chemical industry, the water of productive use amount is big, and this just makes recycling sewage generated by making seem more urgent.Because polyether glycol production waste pollutent is difficult to handle, also do not see at present the treatment process of relevant polyether glycol production waste recycling and the report of method, just report after some producer adopts the method for dilution to reduce organic concentration and use traditional Wastewater Treated by Activated Sludge Process again.
The subject matter that this method exists is: cause treatment capacity to increase with sanitary sewage diluting high-concentration factory effluent, running expense improves, and economic benefit reduces.In addition, organism major part contained in the sewage is the organism of difficult degradation, utilizes aerobic biological treatment to be difficult to remove, and the clearance of pollutent is very low.Sewage after the processing is difficult to reach emission standard, causes very big pollution to environment.Can not recycle sewage, cause huge water resource waste.
Summary of the invention
In order effectively to remove the organism of difficult degradation in the polyethers sewage, reach the standard of recirculated cooling water supplementary feed, the present invention proposes following technical scheme:
Production waste 1 at first enters equalizing tank 2, and equalizing tank 2 is connected with oil trap 3, dosing chamber 4, anaerobic reactor 5, aerobic contact oxidation pond 6 and settling tank 7 successively; The supernatant liquor gravity flow of settling tank 7 enters photocatalysis oxidation reaction device 8, and mud enters sludge thickener 12 together with the mud of anaerobic reactor, enters water trap 13 then; Photocatalysis oxidation reaction device 8 is connected with continuous ultrafiltration treater 9, and then is connected with reverse-osmosis treated device 10; Add medicament by dosing tank 14 to dosing chamber 4; Provide oxygen to aerobic contact-oxidation pool 6 and photocatalysis oxidation reaction device 8 respectively by blower fan 15; The biogas that anaerobic reactor 5 produces enters collecting methane device 16; Reuse water 11 is recycled.
What anaerobic treatment reactor 5 adopted is CGSB, and operating temperature is 30 ± 1 ℃.
Add in trace elements irons, cobalt, nickel, manganese, copper, zinc and the VITAMIN one or more by dosing tank 14, guarantee in the water outlet concentration at 0.01-0.1mg/l, and add continuously.。
The hydraulic detention time of anaerobic reactor 5 is 2 ~ 5 days.
By dosing tank 14 interpolation liquid caustic soda, sheet alkali composition all is the adjusting that NaOH carries out basicity, and the basicity that guarantees water outlet is at 1500-3000mg/l, and basicity is with CaCO 3Meter.
Photocatalysis oxidation reaction device 8, photocatalyst is a Nano titanium dioxide, above glass filler, utilizes ultraviolet lamp to shine simultaneously, the wavelength of ultraviolet lamp is chosen in the irradiation of the light of 270-300nm, and the oxygen that utilizes blower fan 15 to provide simultaneously carries out aeration.
Continuous ultrafiltration treater 9 adopts rolled membrane module, and recirculated water is back to photocatalysis oxidation reaction device 8 front portions, and percolation water is as the water inlet of reverse-osmosis treated device 10.The ultra-filtration membrane of 0.01 μ m is adopted in the aperture.
Flow into equalizing tank after the sewage of high density comes out from the workshop, finish the adjusting of water quality and quantity herein, utilize the lifting of sump pump to enter oil trap, remove the oil slick in the sewage; Sewage gravity flow subsequently enters dosing chamber, finishes the lifting of temperature and adding of nutritive element at this, utilizes submersible pump to promote and enters the anaeration in normal temperature reactor, and the biogas that the anaerobic degradation organism produces is as energy utilization.Anaerobic reactor water outlet gravity flow enters the aerobic contact oxidation pond, further removes organism.The water outlet of aerobic contact oxidation pond is carried out mud-water separation at settling tank.Supernatant liquor after the separation enters the photocatalysis oxidation reaction device, the water outlet of photocatalysis oxidation reaction device enters the continuous ultrafiltration treater, water after the filtration passes through the reverse-osmosis treated device again, and the effluent quality index reaches recirculated cooling water supplementary feed water quality standard, can recycle.The excess sludge of settling tank and the excess sludge of anaerobic reactor together enter sludge thickener, concentrate laggard water trap.
Anaerobic reactor adopts expanded granular sludge bed anaerobic reactor (EGSB), and volumetric loading can reach 10 ~ 20kgCOD/m 3.d.
Description of drawings
Fig. 1 is a process flow sheet of the present invention
Wherein: 1. production waste 2. equalizing tanks 3. oil traps 4. dosing chambers 5. anaerobic reactors 6. aerobic contact oxidation ponds 7. settling tanks, 8. photocatalysis oxidation reaction devices, 9. continuous ultrafiltration treaters, 10. reverse-osmosis treated devices, 11. reuse waters, 12. sludge thickeners, 13. water traps, 14. dosing tanks 15. blower fans 16. collecting methane devices
Useful effect of the present invention
1. reduction energy consumption
Because anaerobic reaction does not need aeration, can save a large amount of power consumptions; Anaerobic reaction device every degraded 1kg's has in addition The machine thing will produce approximately contain 50~70% methane biogas 0.5m3, these gases can be used as the fuel utilization of high-quality; This Technological process is simple, and used power-equipment is few than conventional method, can reduce the energy consumption of polyethers sewage disposal.
2. effectively remove hardly degraded organic substance in the sewage
Because the degraded of organic matter has been experienced hydrolysis, acidifying, product acid and has been produced the methane four-stage in the anaerobic reaction device. So right Can become little branch in some by the hydrolysis acidification process as long-chain with the organic matter that is difficult to be degraded by aerobic bacteria of phenyl ring etc. Sub-material or chain rupture are utilized by anaerobe, improve the biodegradation of sewage.
Utilize strong oxidation material photocatalyst, further remove the residual organic substances in the sewage, these organic matters are biological places The material that reason is difficult to degrade can utilize the technology of photochemical catalytic oxidation effectively to remove.
3. reduce floor space and investment
Anaerobic reaction device volume load will be higher than aerobic reactor far away, and the organic load of anaerobic reaction device can reach 10 ~ 20kgCOD/m3.d, and traditional activated sludge process generally only has 0.5kgCOD/m3.d, so just can reduce floor space. The present invention adopts at present in the world state-of-the art anaerobic reaction device-expanded granular sludge bed anaerobic reaction device, adopts brand-new design, Greatly improved the efficient of reactor. So, can reduce the time of staying greatly, reduce floor space and reduce throwing Money.
4. system's running is stable
Anaerobic reaction device and contact oxidation technology that the present invention adopts have very high anti impulsion load, so for water quality and quantity Change and have better anti-hitting property of punching method. There is not the restriction of mud expansion phenomenon and dissolved oxygen in the anaerobic reaction device, for whole The stable operation of technology provides guarantee.
5. effectively solve residue Treatment of Sludge problem
The surplus sludge volume of this technology will be far smaller than the sludge yield that traditional digester is handled excess sludge, and the excess sludge organic content also will be lower than digester, has reduced the possibility of mud secondary pollution.Finally like this will alleviate the risk of sludge treatment cost and secondary pollution greatly.
6. effectively solve the pollution problem of reverse osmosis
Through the sewage after the Treatment by Photocatalysis Oxidation, at first handle, not only can further remove the suspended substance in the sewage, alleviate the operating pressure of follow-up reverse-osmosis treated device through continuous ultrafiltration, reduce the backwash cycle of reverse osmosis, raise labour efficiency and save running cost.
Embodiment
Embodiment 1
After production waste 1 process equalizing tank 2 and the oil trap 3, enter rise to 30 ℃ of finishing temperature in the dosing chamber 4, and carry out the adjusting (basicity is counted 1500mg/l with CaCO3) of basicity by dosing tank 14, add microelement nickel, manganese, copper, zinc and each 0.05mg/l of VITAMIN, enter anaerobic reactor 5 degradation of organic substances then and be converted into biogas as energy utilization; The water outlet of anaerobic reactor 5 continues degradation of organic substances in aerobic contact oxidation pond 7, provide the aerobic contact oxidation pond needed oxygen by blower fan 15; Discharging enters photocatalysis oxidation reaction device 8 mud-water separation is carried out in the water outlet of aerobic contact oxidation reactor 7 in settling tank 8 after, the oxygen that utilizes blower fan 15 to provide simultaneously, the organism that utilizes strong oxidizing property degradation biological method to be difficult to degrade, the water outlet of photocatalysis oxidation reaction device 8 enters continuous ultrafiltration treater 9, remove suspended substance and part colloidal type compound in the water, water outlet enters reverse-osmosis treated device 10.Through the processing of reverse-osmosis treated device 10, water outlet 11 water quality can reach the standard of recirculated cooling water supplementary feed, can reuse.The excess sludge that anaerobic reactor 5 and settling tank 7 are produced enters and dewaters 13 after concentration basin 12 concentrates.
Anaerobic reactor adopts expanded granular sludge bed anaerobic reactor (EGSB), and volumetric loading is 15kgCOD/m3.d.
The operating temperature of anaerobic reactor 5 is 30 ± 1 ℃.
Carry out the adjusting of basicity by dosing tank 14 interpolation liquid caustic soda, sheet alkali (composition all is NaOH), the basicity that guarantees water outlet is at 1500-3000mg/l, and basicity is with CaCO 3Meter.
The hydraulic detention time of anaerobic reactor 5 is 3 days, guarantees some organic pollutants that are difficult to degrade acidication and methanation completely, guarantees clearance, and clearance reaches 71%.
The biogas that anaerobic reactor 5 is produced can be delivered to boiler, and burning utilizes.
Photocatalysis oxidation reaction device 8, photocatalyst is a Nano titanium dioxide, above glass filler, utilize ultraviolet lamp to shine simultaneously, the wavelength of ultraviolet lamp is chosen in the irradiation of the light of 280nm, and the oxygen that utilizes blower fan 15 to provide simultaneously carries out aeration, the oxidation capacity of reinforcement photocatalysis oxidation reaction device 8.
Continuous ultrafiltration treater 9 adopts rolled membrane module, and recirculated water is back to photocatalysis oxidation reaction device 8 front portions, continues to utilize photocatalysis oxidation reaction device 8 oxidations organism wherein, and percolation water is as the water inlet of reverse-osmosis treated device 10.The ultra-filtration membrane of 0.01 μ m is adopted in the aperture.
Salinity in the condensed water of reverse-osmosis treated device 10 contains a large amount of phosphoric acid salt, and these have good fertility, can be used for irrigating the meadow.
Water outlet 11 water-quality guideline of reverse-osmosis treated device 10 are recirculated cooling water supplementary feed standard, can recycle.

Claims (3)

1.一种聚醚多元醇生产污水回收利用的处理工艺,其特征在于:生产污水(1),首先进入调节池(2),调节池(2)依次与隔油池(3)、投配池(4)、厌氧反应器(5)、好氧接触氧化池(6)和沉淀池(7)连接;沉淀池(7)的上清液自流进入光催化氧化反应器(8),污泥同厌氧反应器的污泥一起进入污泥浓缩池(12),然后进入脱水器(13);光催化氧化反应器(8)与连续超滤处理器(9)连接,然后再与反渗透处理器(10)连接;通过加药箱(14)向投配池(4)添加药剂;通过风机(15)分别向好氧接触氧化池(6)和光催化氧化反应器(8)提供氧气;厌氧反应器(5)产生的沼气进入沼气收集器(16);再生水(11)回收利用;所述的厌氧反应器(5)采用的是膨胀颗粒污泥床反应器,运行温度为30±1℃;所述的通过加药箱(14)添加微量元素铁、钴、镍、锰、铜、锌以及维生素中的一种或几种,保证出水中浓度在0.01—0.1mg/l,并且连续投加;所述的厌氧反应器(5)的水力停留时间为2~5天;所述的通过加药箱(14)添加成分都是NaOH的液碱或片碱进行碱度的调节,保证出水的碱度在1500-3000mg/l,碱度以CaCO3计。1. A treatment process for polyether polyol production sewage recycling, characterized in that: the production sewage (1) first enters the adjustment tank (2), and the adjustment tank (2) is successively connected with the grease trap (3), dosing Pool (4), anaerobic reactor (5), aerobic contact oxidation tank (6) and sedimentation tank (7) are connected; the supernatant of sedimentation tank (7) enters photocatalytic oxidation reactor (8) by gravity The mud enters the sludge thickening tank (12) together with the sludge of the anaerobic reactor, and then enters the dehydrator (13); the photocatalytic oxidation reactor (8) is connected with the continuous ultrafiltration processor (9), and then with the reverse The osmosis processor (10) is connected; the chemical agent is added to the dosing pool (4) through the chemical dosing box (14); the oxygen is provided to the aerobic contact oxidation tank (6) and the photocatalytic oxidation reactor (8) respectively through the fan (15) The biogas produced by the anaerobic reactor (5) enters the biogas collector (16); reclaimed water (11) is recycled; what the anaerobic reactor (5) adopted is an expanded granular sludge bed reactor, and the operating temperature is 30±1°C; one or more of the trace elements iron, cobalt, nickel, manganese, copper, zinc and vitamins are added through the dosing box (14) to ensure that the concentration in the effluent is 0.01-0.1mg/l , and continuously dosing; the hydraulic retention time of the anaerobic reactor (5) is 2 to 5 days; the addition of the composition by the dosing box (14) is all the liquid caustic soda or sheet soda of NaOH for alkalinity The adjustment ensures that the alkalinity of the effluent is 1500-3000mg/l, and the alkalinity is calculated by CaCO 3 . 2.按照权利要求1所述的聚醚多元醇生产污水回收利用的处理工艺,其特征在于:光催化氧化反应器(8),光催化剂为纳米级二氧化钛,附着在玻璃填料上面,同时利用紫外灯进行照射,紫外灯的波长选择在270-300nm的光的照射,并同时利用风机(15)提供的氧气进行曝气。2. according to the treatment process of the polyether polyol production sewage recycling described in claim 1, it is characterized in that: photocatalytic oxidation reactor (8), photocatalyst is nanoscale titanium dioxide, is attached to glass filler above, utilizes ultraviolet ray simultaneously The lamp is irradiated, and the wavelength of the ultraviolet lamp is selected to be irradiated with the light of 270-300nm, and the oxygen provided by the blower fan (15) is used for aeration simultaneously. 3.按照权利要求1所述的聚醚多元醇生产污水回收利用的处理工艺,其特征在于:连续超滤处理器(9)采用卷式膜组件,循环水返回至光催化氧化反应器(8)前部,滤过水作为反渗透处理器(10)的进水。3. according to the treatment process of the polyether polyol production sewage recycling described in claim 1, it is characterized in that: the continuous ultrafiltration processor (9) adopts the roll-type membrane module, and the circulating water returns to the photocatalytic oxidation reactor (8 ) front part, filter water as the water inflow of reverse osmosis processor (10).
CNB2004100939533A 2004-12-16 2004-12-16 Treating technique of polyether polyatomic alcohol producing sewage recovering and utilization Expired - Fee Related CN100509661C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB2004100939533A CN100509661C (en) 2004-12-16 2004-12-16 Treating technique of polyether polyatomic alcohol producing sewage recovering and utilization

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB2004100939533A CN100509661C (en) 2004-12-16 2004-12-16 Treating technique of polyether polyatomic alcohol producing sewage recovering and utilization

Publications (2)

Publication Number Publication Date
CN1644537A CN1644537A (en) 2005-07-27
CN100509661C true CN100509661C (en) 2009-07-08

Family

ID=34869433

Family Applications (1)

Application Number Title Priority Date Filing Date
CNB2004100939533A Expired - Fee Related CN100509661C (en) 2004-12-16 2004-12-16 Treating technique of polyether polyatomic alcohol producing sewage recovering and utilization

Country Status (1)

Country Link
CN (1) CN100509661C (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101624246B (en) * 2009-08-19 2012-09-26 中国海洋石油总公司 Technology for treating and reusing sewerages of industrial circulating water
CN102372402B (en) * 2011-10-09 2014-04-09 南京工业大学 Treatment method of polyether polyol wastewater
CN103288294B (en) * 2013-05-07 2015-03-25 江苏长华聚氨酯科技有限公司 Treatment method of polyether-containing wastewater
CN103449661B (en) * 2013-05-07 2015-04-08 江苏长华聚氨酯科技有限公司 Method for treating polyether wastewater
CN103288292B (en) * 2013-05-07 2015-03-25 江苏长华聚氨酯科技有限公司 Processing method for polyether-containing wastewater
CN105271590B (en) * 2015-10-30 2017-08-04 中国石油天然气股份有限公司 Treatment method of low-concentration methanol-containing wastewater in gas field
CN105417846B (en) * 2015-11-13 2018-01-09 淄博正大聚氨酯有限公司 The method for handling PPG technique waste water
CN107352732A (en) * 2016-05-10 2017-11-17 张振家 A kind of wastewater from edible oil production processing system and processing method

Non-Patent Citations (14)

* Cited by examiner, † Cited by third party
Title
光催化技术在废水处理中的应用. 杨合等.环境保护科学,第30卷第121期. 2004
光催化技术在废水处理中的应用. 杨合等.环境保护科学,第30卷第121期. 2004 *
污水治理技术及新进展概述. 张生炎等.矿产与地质,第17卷第1期. 2003
污水治理技术及新进展概述. 张生炎等.矿产与地质,第17卷第1期. 2003 *
聚醚废水处理工艺研究. 王慧等.中国环境科学,第19卷第3期. 1999
聚醚废水处理工艺研究. 王慧等.中国环境科学,第19卷第3期. 1999 *
膨胀颗粒污泥床(EGSB)反应器的研究进展. 左剑恶等.中国沼气,第18卷第4期. 2000
膨胀颗粒污泥床(EGSB)反应器的研究进展. 左剑恶等.中国沼气,第18卷第4期. 2000 *
超滤作为反渗透预处理的探讨. 张赞红.净水技术,第22卷第4期. 2003
超滤作为反渗透预处理的探讨. 张赞红.净水技术,第22卷第4期. 2003 *
酒糟废水处理工艺改造实例. 李克勋等.中国给水排水,第20卷第5期. 2004
酒糟废水处理工艺改造实例. 李克勋等.中国给水排水,第20卷第5期. 2004 *
高浓度变性淀粉生产废水的处理. 张振家等.中国给水排水,第19卷第4期. 2003
高浓度变性淀粉生产废水的处理. 张振家等.中国给水排水,第19卷第4期. 2003 *

Also Published As

Publication number Publication date
CN1644537A (en) 2005-07-27

Similar Documents

Publication Publication Date Title
CN101428939B (en) System for advanced treatment and recycle of cold rolling wastewater
CN101428941B (en) Process for treating wastewater from pulping papermaking
CN102557359B (en) Device for treating wastewater during production of pentaerythritol
CN102107988B (en) Phenol-amine wastewater treatment and recycling method and device
CN102161537A (en) Deep purification method of coking wastewater based on advanced ozone oxidation
CN106830536A (en) A kind of advanced treatment process of ferment antibiotics waste water
CN105693014A (en) Sewage treatment system and sewage treatment method
CN102390909B (en) Method for treating nucleic acid waste water
CN101704617A (en) Equipment for reclaiming and processing petrified enterprise sewage and process technology thereof
CN103011505B (en) Photocatalytic internal recycle integrated MBR (Membrane Biological Reactor) reactor
CN100509661C (en) Treating technique of polyether polyatomic alcohol producing sewage recovering and utilization
CN103771655A (en) Cellulose ethanol fermentation waste liquor treatment method
CN105417898A (en) Method for treating reverse osmosis concentrated water and ultrafiltration back washing water in double-membrane method system
CN104045210B (en) The treatment for reuse method of oil refining-Ethylene Complex unit sewage
CN107265794A (en) A kind of processing of gasification of poor coal waste water at recycle device and its recovery with using method
CN102311202B (en) Comprehensive treatment method for wastewater of coal coking device
CN110642382A (en) Anaerobic and aerobic composite biological treatment desalting method
CN112811710A (en) Wastewater treatment device and process in xylitol processing
CN102390905B (en) Advanced treatment device and method of micropolluted organic sewage
CN102807299B (en) Special apparatus for treatment and reuse of dimethyl ether production waste water
CN101475293A (en) Wastewater treating and recycling process
CN104528989A (en) High-ammonia-nitrogen wastewater treatment ammonia recycling system
CN208829505U (en) After-treatment system of the Fine Chemistry Wastewater after MVR distills
CN106430846A (en) Efficient treatment integrated process for recalcitrant wastewater with low organic matter content
CN208182682U (en) A kind of up flow type circulation fluidized bed advanced oxidation reaction device

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: 20090708

Termination date: 20100118