CN102633410A - Process for recycling and processing hyperhaline reverse osmosis concentrated water - Google Patents
Process for recycling and processing hyperhaline reverse osmosis concentrated water Download PDFInfo
- Publication number
- CN102633410A CN102633410A CN2012101297675A CN201210129767A CN102633410A CN 102633410 A CN102633410 A CN 102633410A CN 2012101297675 A CN2012101297675 A CN 2012101297675A CN 201210129767 A CN201210129767 A CN 201210129767A CN 102633410 A CN102633410 A CN 102633410A
- Authority
- CN
- China
- Prior art keywords
- reverse osmosis
- concentrated water
- osmosis concentrated
- treatment
- high salt
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 90
- 238000001223 reverse osmosis Methods 0.000 title claims abstract description 44
- 238000000034 method Methods 0.000 title claims abstract description 30
- 238000004064 recycling Methods 0.000 title description 2
- 230000001699 photocatalysis Effects 0.000 claims abstract description 30
- 238000007254 oxidation reaction Methods 0.000 claims abstract description 25
- 230000003647 oxidation Effects 0.000 claims abstract description 14
- 238000005842 biochemical reaction Methods 0.000 claims abstract description 13
- 238000000108 ultra-filtration Methods 0.000 claims abstract description 11
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 80
- 229910052799 carbon Inorganic materials 0.000 claims description 18
- 150000003839 salts Chemical class 0.000 claims description 16
- 239000007787 solid Substances 0.000 claims description 16
- 238000006303 photolysis reaction Methods 0.000 claims description 11
- 239000002245 particle Substances 0.000 claims description 2
- 230000015843 photosynthesis, light reaction Effects 0.000 claims description 2
- 238000007146 photocatalysis Methods 0.000 claims 6
- 238000011033 desalting Methods 0.000 claims 3
- 230000000274 adsorptive effect Effects 0.000 claims 1
- 230000003197 catalytic effect Effects 0.000 claims 1
- 239000003610 charcoal Substances 0.000 claims 1
- 239000003795 chemical substances by application Substances 0.000 claims 1
- 230000000813 microbial effect Effects 0.000 claims 1
- 230000000737 periodic effect Effects 0.000 claims 1
- 239000010802 sludge Substances 0.000 abstract description 13
- 239000005416 organic matter Substances 0.000 abstract description 12
- 238000010612 desalination reaction Methods 0.000 abstract description 9
- 238000000746 purification Methods 0.000 abstract description 9
- 239000010865 sewage Substances 0.000 abstract description 9
- 239000002351 wastewater Substances 0.000 abstract description 6
- 230000007613 environmental effect Effects 0.000 abstract description 3
- 230000008929 regeneration Effects 0.000 abstract description 3
- 238000011069 regeneration method Methods 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 239000003344 environmental pollutant Substances 0.000 abstract description 2
- 231100000719 pollutant Toxicity 0.000 abstract description 2
- 238000001179 sorption measurement Methods 0.000 description 8
- 239000008235 industrial water Substances 0.000 description 7
- 239000007800 oxidant agent Substances 0.000 description 7
- 230000001590 oxidative effect Effects 0.000 description 7
- 230000001105 regulatory effect Effects 0.000 description 6
- 241000894006 Bacteria Species 0.000 description 5
- 238000005273 aeration Methods 0.000 description 5
- 230000000052 comparative effect Effects 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 5
- 239000002957 persistent organic pollutant Substances 0.000 description 5
- 150000001721 carbon Chemical class 0.000 description 4
- 239000012528 membrane Substances 0.000 description 4
- 230000035484 reaction time Effects 0.000 description 4
- 230000015556 catabolic process Effects 0.000 description 3
- 238000006243 chemical reaction Methods 0.000 description 3
- 238000006731 degradation reaction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 244000005700 microbiome Species 0.000 description 3
- 230000002572 peristaltic effect Effects 0.000 description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 238000002306 biochemical method Methods 0.000 description 2
- 239000000498 cooling water Substances 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 239000013535 sea water Substances 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 230000002195 synergetic effect Effects 0.000 description 2
- 241000193830 Bacillus <bacterium> Species 0.000 description 1
- 241000223782 Ciliophora Species 0.000 description 1
- 241000233866 Fungi Species 0.000 description 1
- 241000238631 Hexapoda Species 0.000 description 1
- 241001465754 Metazoa Species 0.000 description 1
- 241000589516 Pseudomonas Species 0.000 description 1
- 235000013361 beverage Nutrition 0.000 description 1
- 230000000975 bioactive effect Effects 0.000 description 1
- 238000006065 biodegradation reaction Methods 0.000 description 1
- 230000004071 biological effect Effects 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 239000003814 drug Substances 0.000 description 1
- 238000009776 industrial production Methods 0.000 description 1
- 230000002401 inhibitory effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004060 metabolic process Effects 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
Images
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/124—Water desalination
- Y02A20/131—Reverse-osmosis
Landscapes
- Separation Using Semi-Permeable Membranes (AREA)
- Treatment Of Water By Oxidation Or Reduction (AREA)
Abstract
本发明涉及环境工程中的污水处理技术领域,尤其涉及一种污水再生过程中产生的高盐反渗透浓水的处理与回用工艺。其包括光催化氧化处理:将高盐反渗透浓水进行光催化氧化反应;生化反应处理:将经光催化氧化反应后的出水进行生化反应;脱盐处理和超滤净化处理。本发明的有益效果在于:处理工艺对污染物去除效率高;可以实现高盐反渗透浓水的资源化;可以适用于较低有机物浓度且难以生化的其他高盐废水处理;可以克服活性污泥法工艺中易出现的污泥膨胀和污泥上浮等问题,其运行稳定、抗冲击负荷能力强、更为经济节能,具有一定的硝化反硝化功能,可实现封闭运转、防止臭味等。
The invention relates to the technical field of sewage treatment in environmental engineering, in particular to a treatment and reuse process for high-salt reverse osmosis concentrated water generated in the sewage regeneration process. It includes photocatalytic oxidation treatment: photocatalytic oxidation reaction of high-salt reverse osmosis concentrated water; biochemical reaction treatment: biochemical reaction of effluent after photocatalytic oxidation reaction; desalination treatment and ultrafiltration purification treatment. The beneficial effects of the present invention are: the treatment process has high pollutant removal efficiency; the resource utilization of high-salt reverse osmosis concentrated water can be realized; it can be applied to the treatment of other high-salt wastewater with low organic matter concentration and is difficult to biochemical; it can overcome activated sludge Sludge bulking and sludge floating are easy to occur in the process of the method, and its operation is stable, the impact load resistance is strong, it is more economical and energy-saving, and it has a certain function of nitrification and denitrification, which can realize closed operation and prevent odor.
Description
技术领域 technical field
本发明涉及环境工程中的污水处理技术领域,尤其涉及一种污水再生过程中产生的高盐反渗透浓水的处理与回用工艺。The invention relates to the technical field of sewage treatment in environmental engineering, in particular to a treatment and reuse process for high-salt reverse osmosis concentrated water generated in the sewage regeneration process.
背景技术 Background technique
作为一种高效节能、环境友好的膜分离技术,反渗透膜(RO)广泛应用于医药、食品、饮料、海水淡化等领域,在水处理领域则主要用于地表水与地下水的净化、纯化、海水与苦咸水的淡化以及污水厂二级出水的再生回用处理。由于反渗透技术是一种最为微细的物理分离过程,在制备再生水的过程中,会产生含有高浓度盐分、溶解性有机污染物(DOM)的浓水(RO concentrate)。因反渗透浓水产量占原水总量的1/3~1/5,因此大量高盐浓水作为弃水排入污水厂,不仅给污水处理厂的正常运行造成严重威胁,出水中含有的高浓度盐分还会使受纳水体的生态系统遭到破坏,最终导致水体周围环境生态功能退化。许多研究表明,高浓度盐分的存在对生物活性有明显的抑制作用,当水的含盐质量分数在3%以上时,其生物处理效率明显下降。高盐度与难降解特性的叠加,使得RO浓水用常规生化法处理,不能满足回用水质要求或排放标准。但是2000年《环境科学》第1期和2005年《工业水处理》第2期报道,只要系统经过一定时间的驯化期或给系统投加筛选得到的耐盐菌或嗜盐菌,生化法也可以处理高盐度废水。As a high-efficiency, energy-saving and environmentally friendly membrane separation technology, reverse osmosis membrane (RO) is widely used in the fields of medicine, food, beverage, seawater desalination, etc. In the field of water treatment, it is mainly used for the purification, purification, Desalination of seawater and brackish water and regeneration and reuse of secondary effluent from sewage plants. Since reverse osmosis technology is the finest physical separation process, in the process of preparing recycled water, concentrated water (RO concentrate) containing high concentrations of salt and dissolved organic pollutants (DOM) will be produced. Because reverse osmosis concentrated water production accounts for 1/3 to 1/5 of the total raw water, a large amount of high-salt concentrated water is discharged into the sewage plant as discarded water, which not only poses a serious threat to the normal operation of the sewage treatment plant, but also contains high The concentration of salinity will also damage the ecosystem of the receiving water body, and eventually lead to the degradation of the ecological function of the environment around the water body. Many studies have shown that the presence of high-concentration salt has a significant inhibitory effect on biological activity, and when the salt content of water is above 3%, its biological treatment efficiency is significantly reduced. The superposition of high salinity and refractory characteristics makes RO concentrated water treated by conventional biochemical methods unable to meet the quality requirements or discharge standards for reused water. However, as reported in the 1st issue of "Environmental Science" in 2000 and the 2nd issue of "Industrial Water Treatment" in 2005, as long as the system goes through a certain period of domestication or adds halophilic bacteria or halophilic bacteria that are screened to the system, biochemical methods can also be used. Can handle high salinity wastewater.
现有技术主要针对高盐高浓度有机废水的处理,一般采用改良的活性污泥法工艺,有机物去除效率高。但是活性污泥法产生的剩余污泥量大,易出现污泥膨胀现象,对于有机物浓度比较低的高盐废水,净化效率低。The existing technology is mainly aimed at the treatment of high-salt and high-concentration organic wastewater, and generally adopts the improved activated sludge process, which has high organic matter removal efficiency. However, the amount of excess sludge produced by the activated sludge method is large, and sludge bulking is prone to occur. For high-salt wastewater with a relatively low concentration of organic matter, the purification efficiency is low.
发明内容 Contents of the invention
本发明旨在提出一种高盐反渗透浓水净化与回用工艺,经过高级氧化与生物强化技术的协同作用,使处理后的水达到回用标准,实现反渗透浓水的资源化。The invention aims to propose a high-salt reverse osmosis concentrated water purification and reuse process, through the synergistic effect of advanced oxidation and bio-augmentation technology, the treated water can reach the reuse standard, and the resource utilization of reverse osmosis concentrated water can be realized.
本发明的技术方案是:高盐反渗透浓水的回用处理工艺,包括以下步骤:The technical solution of the present invention is: the reuse treatment process of high-salt reverse osmosis concentrated water, comprising the following steps:
(1)光催化氧化处理:将高盐反渗透浓水进行光催化氧化反应。光催化氧化反应的光采用紫外线光,使用光源为紫外线灯;光催化氧化剂采用H2O2,每升浓水投加量为1~6mM,优选4mM。光解反应时间为30~60min,优选30min。使用装置为光催化氧化反应器。(1) Photocatalytic oxidation treatment: The high-salt reverse osmosis concentrated water is subjected to photocatalytic oxidation reaction. The light for the photocatalytic oxidation reaction is ultraviolet light, and the light source is an ultraviolet lamp; the photocatalytic oxidant is H 2 O 2 , and the dosage per liter of concentrated water is 1-6mM, preferably 4mM. The photolysis reaction time is 30-60 minutes, preferably 30 minutes. The device used is a photocatalytic oxidation reactor.
所述紫外线灯功率为39W,紫外线光波长为254nm。The power of the ultraviolet lamp is 39W, and the wavelength of ultraviolet light is 254nm.
步骤(1)的作用是:高盐反渗透浓水中的大分子有机物经光解反应,逐步转化为小分子有机物,反渗透浓水可生化性提高。经步骤(1)处理后,COD去除率为11.1%~22.5%,出水还达不到再生水用作工业用水水源的水质标准。The function of step (1) is: the macromolecular organic matter in the high-salt reverse osmosis concentrated water is gradually converted into small molecular organic matter through photolysis reaction, and the biochemical property of the reverse osmosis concentrated water is improved. After the treatment in step (1), the COD removal rate is 11.1% to 22.5%, and the effluent does not meet the water quality standard for reclaimed water used as an industrial water source.
(2)生化处理:将经步骤(1)光催化氧化反应后的出水进行生化反应。使用装置为生物活性炭反应器。(2) Biochemical treatment: the effluent after the photocatalytic oxidation reaction in step (1) is subjected to a biochemical reaction. The device used is a biological activated carbon reactor.
所述生物活性炭反应器的空床接触时间为30~180min;生物活性炭反应器间歇式运行,每个反应周期的曝气反应时间为9~10h,停曝2~3h后,再进行曝气反应,循环进行曝气-停曝过程。The empty bed contact time of the biological activated carbon reactor is 30 to 180 minutes; the biological activated carbon reactor operates intermittently, and the aeration reaction time of each reaction cycle is 9 to 10 hours. After stopping the aeration for 2 to 3 hours, the aeration reaction is carried out again. , cycle the aeration-stop aeration process.
所述生物活性炭反应器中的活性炭采用柱状颗粒活性炭。柱状颗粒活性炭比表面积大,孔隙结构发达,吸咐性能和机械物理性能优良,因此易于微生物的附着。在生物降解和物理吸附的协同作用下,有机污染物得以去除。由于附着微生物的降解作用,活性炭在吸附的同时得以再生,从而大大延长其使用寿命。The activated carbon in the biological activated carbon reactor adopts columnar granular activated carbon. Columnar granular activated carbon has a large specific surface area, developed pore structure, excellent adsorption performance and mechanical and physical properties, so it is easy for microorganisms to attach. Under the synergy of biodegradation and physical adsorption, organic pollutants are removed. Due to the degradation of the attached microorganisms, the activated carbon can be regenerated while adsorbing, thus greatly extending its service life.
所述生物活性炭反应器中活性炭所附生物膜主要由耐盐菌群构成,还夹杂有少量原生动物。这些耐盐微生物在高盐条件下可以将有机污染物进行氧化分解,具有较强的有机物去除作用。The biofilm attached to the activated carbon in the biological activated carbon reactor is mainly composed of salt-tolerant bacteria and a small amount of protozoa. These salt-tolerant microorganisms can oxidize and decompose organic pollutants under high-salt conditions, and have a strong ability to remove organic matter.
所述耐盐菌群主要由假单胞菌属、芽孢菌、真菌、丝状菌等构成致密的菌胶团,还夹杂有少量微型动物如纤毛虫、漫游虫等。其来源于城市污水处理厂的回流活性污泥,经过强化驯化培养,附着于活性炭颗粒上形成活性生物膜。The salt-tolerant flora is mainly composed of Pseudomonas, Bacillus, fungi, filamentous bacteria, etc. to form a dense gelatinous group, and a small amount of microscopic animals such as ciliates, wandering insects, etc. are also mixed. It is derived from the return activated sludge of urban sewage treatment plants. After intensive domestication and cultivation, it attaches to activated carbon particles to form an active biofilm.
步骤(2)的作用是:经耐盐菌群的代谢作用,进一步降低有机物浓度。经步骤(2)处理后,COD去除率为49.3%~91.2%,出水达到再生水用作工业用水水源的水质标准。The function of step (2) is to further reduce the concentration of organic matter through the metabolism of the salt-tolerant flora. After the treatment in step (2), the COD removal rate is 49.3%-91.2%, and the effluent reaches the water quality standard for reclaimed water used as an industrial water source.
(3)脱盐处理:将经步骤(2)生化反应后的出水进行脱盐处理,使用装置为低电压炭吸附反应器。主要作用为去除水中的溶解性固体。经此步骤后,出水总溶解性固体TDS值为482~864mg/L,达到再生水用作工业用水水源的水质标准。(3) Desalination treatment: the effluent after the biochemical reaction in step (2) is subjected to desalination treatment, and the device used is a low-voltage carbon adsorption reactor. The main function is to remove dissolved solids in water. After this step, the TDS value of total dissolved solids in the effluent is 482-864 mg/L, reaching the water quality standard for reclaimed water used as a source of industrial water.
(4)超滤净化处理:将经步骤(3)脱盐处理后的出水进行超滤净化处理,出水达标后回用。(4) Ultrafiltration and purification treatment: the effluent after the desalination treatment in step (3) is subjected to ultrafiltration and purification treatment, and the effluent is reused after reaching the standard.
经步骤(4)处理后的出水达到再生水用作工业用水水源的水质标准。The effluent treated in step (4) reaches the water quality standard for reclaimed water to be used as an industrial water source.
所述高盐反渗透浓水的指标如下:pH值为8~9,COD值为200~300mg/L,溶解性有机碳DOC值为40~50mg/L,总溶解性固体TDS值为2000~4000mg/L,色度值为120~200(Pt-Co)。The indicators of the high-salt reverse osmosis concentrated water are as follows: the pH value is 8-9, the COD value is 200-300 mg/L, the dissolved organic carbon DOC value is 40-50 mg/L, and the total dissolved solids TDS value is 2000-300 mg/L. 4000mg/L, the chromaticity value is 120-200 (Pt-Co).
与现有技术相比,本发明的有益效果在于:高盐反渗透浓水经过处理,出水可回用于工业生产,对于节约水资源和保护水体环境具有重要的现实意义。本发明提供的工艺具有以下优点:Compared with the prior art, the beneficial effect of the present invention is that after the high-salt reverse osmosis concentrated water is treated, the effluent can be reused for industrial production, which has important practical significance for saving water resources and protecting the water body environment. Technology provided by the invention has the following advantages:
1、处理工艺对污染物去除效率高,COD去除率可达90%左右,TDS去除率达80%以上,DOC去除率高达90%以上;1. The treatment process has high pollutant removal efficiency, the COD removal rate can reach about 90%, the TDS removal rate can reach more than 80%, and the DOC removal rate can reach more than 90%;
2、可以实现高盐反渗透浓水的资源化,经过处理后的出水可以达到再生水用作工业用水水源的水质标准,可回收用于工业冷却水补充水;2. It can realize the recycling of high-salt reverse osmosis concentrated water, and the treated effluent can meet the water quality standard of reclaimed water used as industrial water source, and can be recycled for industrial cooling water replenishment water;
3、可以适用于较低有机物浓度且难以生化的其他高盐废水处理;3. It can be applied to the treatment of other high-salt wastewater with low organic concentration and difficult to biochemical;
4、可以克服活性污泥法工艺中易出现的污泥膨胀和污泥上浮等问题,其运行稳定、抗冲击负荷能力强、更为经济节能,具有一定的硝化反硝化功能,可实现封闭运转、防止臭味等。4. It can overcome the problems of sludge bulking and sludge floating that are easy to occur in the activated sludge process. It has stable operation, strong impact load resistance, more economical and energy-saving, has a certain nitrification and denitrification function, and can realize closed operation. , Prevent odor, etc.
附图说明 Description of drawings
图1是本发明的工艺流程示意图;Fig. 1 is a schematic diagram of a process flow of the present invention;
图2是本发明对比例1中高盐反渗透浓水的COD去除结果示意图;Fig. 2 is the COD removal result schematic diagram of high-salt reverse osmosis concentrated water in comparative example 1 of the present invention;
图3是本发明对比例2中高盐反渗透浓水的COD去除结果示意图。Fig. 3 is a schematic diagram of the COD removal results of high-salt reverse osmosis concentrated water in Comparative Example 2 of the present invention.
其中,图1中:1、调节池,2、光催化氧化反应器,3、蠕动泵,4、生物活性炭反应器,5、空压机,6、低电压炭吸附反应器,7、超滤装置,8、出水储槽。Among them, in Figure 1: 1. Regulating tank, 2. Photocatalytic oxidation reactor, 3. Peristaltic pump, 4. Bioactive carbon reactor, 5. Air compressor, 6. Low voltage carbon adsorption reactor, 7. Ultrafiltration Device, 8, outlet water storage tank.
具体实施方式 Detailed ways
以下通过附图和实施例具体说明本发明。The present invention will be described in detail below by means of drawings and examples.
实施例1:Example 1:
待处理的高盐反渗透浓水指标:pH值为8.6,COD值为207mg/L,溶解性有机碳DOC值为41.6mg/L,总溶解性固体TDS值为3180mg/L,色度值为172(Pt-Co)。处理水量5升。Indicators of high-salt reverse osmosis concentrated water to be treated: pH value is 8.6, COD value is 207mg/L, dissolved organic carbon DOC value is 41.6mg/L, total dissolved solids TDS value is 3180mg/L, chromaticity value is 172 (Pt-Co). 5 liters of treated water.
如图1所示,采用下述步骤对上述高盐反渗透浓水进行回用处理:As shown in Figure 1, the following steps are used to reuse the high-salt reverse osmosis concentrated water:
1、高盐反渗透浓水先进入调节池进行水量的调节,以确保整套装置能够连续进水,稳定运行。调节池容积为10升。调节池用于调节进水水量,以保证装置的连续进水,平稳运行。1. The high-salt reverse osmosis concentrated water first enters the regulating tank to adjust the water volume, so as to ensure that the whole device can continuously enter water and operate stably. The volume of the adjustment tank is 10 liters. The regulating pool is used to adjust the water intake to ensure continuous water intake and stable operation of the device.
2、调节池出水由蠕动泵打入光催化氧化反应器,加入浓度为50%的光催化氧化剂H2O2 0.068mg,经UV光解反应30min后,大分子有机物逐步转化为小分子有机物,去除部分有机物的同时,废水可生化性提高。蠕动泵用于将调节池出水打入光催化氧化反应器。光催化氧化反应器的作用是利用光解反应,将高盐反渗透浓水中的大分子有机物转化为小分子有机物,提高反渗透浓水的可生化性,并去除一部分有机污染物。2. The effluent from the adjustment pool is pumped into the photocatalytic oxidation reactor by the peristaltic pump, and 0.068 mg of photocatalytic oxidant H 2 O 2 with a concentration of 50% is added. After 30 minutes of UV photolysis reaction, the macromolecular organic matter is gradually converted into small molecular organic matter. While removing part of the organic matter, the biodegradability of the wastewater is improved. The peristaltic pump is used to drive the effluent water from the regulating tank into the photocatalytic oxidation reactor. The function of the photocatalytic oxidation reactor is to use the photolysis reaction to convert the macromolecular organic matter in the high-salt reverse osmosis concentrated water into small molecular organic matter, improve the biodegradability of the reverse osmosis concentrated water, and remove some organic pollutants.
3、经光催化氧化后出水自流进入生物活性炭反应器进行生化反应处理。生物活性炭反应器底部连接有空压机,提供压缩空气,供给生物活性炭反应器生物膜生化反应所需的氧气。3. After photocatalytic oxidation, the effluent flows into the biological activated carbon reactor for biochemical reaction treatment. An air compressor is connected to the bottom of the bioactivated carbon reactor to provide compressed air to supply the oxygen required for the biofilm biochemical reaction of the bioactivated carbon reactor.
生物活性炭反应器中的活性炭采用柱状颗粒活性炭。The activated carbon in the biological activated carbon reactor adopts columnar granular activated carbon.
活性炭上附着的生物膜主要由耐盐菌群构成,夹杂有少量原生动物。挂膜所用的活性污泥来源于污水处理厂回流活性污泥。The biofilm attached to activated carbon is mainly composed of salt-tolerant bacteria, mixed with a small amount of protozoa. The activated sludge used in the film hanging comes from the return activated sludge of the sewage treatment plant.
生物活性炭反应器空床接触时间为30min,生物活性炭反应器间歇式运行,每个反应周期的曝气反应时间为9~10h,停曝2~3h后,再进行曝气反应,循环进行曝气-停曝过程。The contact time of the empty bed of the biological activated carbon reactor is 30 minutes, and the biological activated carbon reactor operates intermittently. The aeration reaction time of each reaction cycle is 9 to 10 hours. - stop exposure process.
生物活性炭反应器的主要作用是利用活性炭的物理吸附和生物膜的生化降解的协同作用,进一步去除有机污染物。The main function of the biological activated carbon reactor is to further remove organic pollutants by utilizing the synergistic effect of physical adsorption of activated carbon and biochemical degradation of biofilm.
空压机的作用是提供压缩空气,供给生物活性炭反应器生物膜生化反应所需的氧气。The function of the air compressor is to provide compressed air to supply the oxygen required for the biofilm biochemical reaction of the bioactivated carbon reactor.
4、生物活性炭反应器出水再进入低电压炭吸附反应器进行脱盐处理,去除大部分溶解性固体。低电压炭吸附反应器的作用是对出水进行脱盐处理,去除水中的溶解性固体。4. The effluent from the biological activated carbon reactor enters the low-voltage carbon adsorption reactor for desalination treatment to remove most of the dissolved solids. The role of the low-voltage carbon adsorption reactor is to desalinate the effluent and remove dissolved solids in the water.
5、低电压炭吸附反应器出水进入超滤装置,经超滤膜过滤净化后出水储存在出水储槽中。出水达到再生水用作工业用水水源的水质标准,可以回用作工业冷却水补充水。超滤装置的作用是将出水通过超滤膜进行过滤净化处理。5. The effluent from the low-voltage carbon adsorption reactor enters the ultrafiltration device, and after being filtered and purified by the ultrafiltration membrane, the effluent is stored in the effluent storage tank. The effluent water reaches the water quality standard for reclaimed water used as an industrial water source, and can be reused as supplementary water for industrial cooling water. The function of the ultrafiltration device is to filter and purify the effluent through the ultrafiltration membrane.
经检测,最后出水指标为:pH值为8.37,COD值为105mg/L,溶解性有机碳DOC值为12.9mg/L,总溶解性固体TDS值为570mg/L,色度值为41(Pt-Co)。COD去除率为49.3%,TDS去除率为82.1%,DOC去除率为69.0%。After testing, the final effluent indicators are: pH value 8.37, COD value 105mg/L, dissolved organic carbon DOC value 12.9mg/L, total dissolved solids TDS value 570mg/L, chromaticity value 41 (Pt -Co). The COD removal rate is 49.3%, the TDS removal rate is 82.1%, and the DOC removal rate is 69.0%.
实施例2:除以下区别外,其他同实施例1。Embodiment 2: except following difference, other is the same as
2、加入光催化氧化剂H2O2 0.408mg,UV光解反应60min。2. Add 0.408 mg of photocatalytic oxidant H 2 O 2 , and conduct UV photolysis reaction for 60 minutes.
3、生物活性炭反应器空床接触时间为180min。3. The empty bed contact time of the biological activated carbon reactor is 180min.
经检测,最后出水指标为:pH值为8.45,COD值为18.3mg/L,溶解性有机碳DOC值为2.37mg/L,总溶解性固体TDS值为482mg/L,色度值为29(Pt-Co)。COD去除率为91.2%,TDS去除率为84.8%,DOC去除率为94.3%。After testing, the final effluent indicators are: pH value is 8.45, COD value is 18.3mg/L, dissolved organic carbon DOC value is 2.37mg/L, total dissolved solids TDS value is 482mg/L, chromaticity value is 29 ( Pt-Co). The COD removal rate is 91.2%, the TDS removal rate is 84.8%, and the DOC removal rate is 94.3%.
实施例3:除以下区别外,其他同实施例1。Embodiment 3: except following difference, other is with
2、加入光催化氧化剂H2O2 0.272mg,UV光解反应30min。2. Add 0.272 mg of photocatalytic oxidant H 2 O 2 , and conduct UV photolysis reaction for 30 minutes.
3、生物活性炭反应器空床接触时间为60min。3. The empty bed contact time of the biological activated carbon reactor is 60 minutes.
经检测,最后出水指标为:pH值为8.46,COD值为19.8mg/L,溶解性有机碳DOC值为2.87mg/L,总溶解性固体TDS值为610mg/L,色度值为37(Pt-Co)。COD去除率为90.4%,TDS去除率为80.8%,DOC去除率为93.1%。After testing, the final effluent indicators are: pH value is 8.46, COD value is 19.8mg/L, dissolved organic carbon DOC value is 2.87mg/L, total dissolved solids TDS value is 610mg/L, chromaticity value is 37 ( Pt-Co). The COD removal rate is 90.4%, the TDS removal rate is 80.8%, and the DOC removal rate is 93.1%.
实施例4:除以下区别外,其他同实施例1。Embodiment 4: except following difference, other is with
2、加入光催化氧化剂H2O2 0.204mg,UV光解反应45min。2. Add 0.204 mg of photocatalytic oxidant H 2 O 2 , and react with UV photolysis for 45 minutes.
3、生物活性炭反应器空床接触时间为120min。3. The empty bed contact time of the biological activated carbon reactor is 120min.
经检测,最后出水指标为:pH值为8.39,COD值为19.4mg/L,溶解性有机碳DOC值为2.75mg/L,总溶解性固体TDS值为672mg/L,色度值为51(Pt-Co)。After testing, the final effluent indicators are: pH value is 8.39, COD value is 19.4mg/L, dissolved organic carbon DOC value is 2.75mg/L, total dissolved solids TDS value is 672mg/L, chromaticity value is 51( Pt-Co).
COD去除率为90.6%,TDS去除率为78.9%,DOC去除率为93.4%。The COD removal rate is 90.6%, the TDS removal rate is 78.9%, and the DOC removal rate is 93.4%.
实施例5:除以下区别外,其他同实施例1。Embodiment 5: except following difference, other is with
待处理的高盐反渗透浓水指标:pH值为8,COD值为205.4mg/L,溶解性有机碳DOC值为40.2mg/L,总溶解性固体TDS值为2031mg/L,色度值为117(Pt-Co)。处理水量5升。Indicators of high-salt reverse osmosis concentrated water to be treated: pH value is 8, COD value is 205.4mg/L, dissolved organic carbon DOC value is 40.2mg/L, total dissolved solids TDS value is 2031mg/L, chromaticity value It is 117 (Pt-Co). 5 liters of treated water.
2、加入光催化氧化剂H2O2 0.272mg,UV光解反应30min。2. Add 0.272 mg of photocatalytic oxidant H 2 O 2 , and conduct UV photolysis reaction for 30 minutes.
3、生物活性炭反应器空床接触时间为60min。3. The empty bed contact time of the biological activated carbon reactor is 60 minutes.
经检测,最后出水指标为:pH值为8.33,COD值为19.9mg/L,溶解性有机碳DOC值为3.49mg/L,总溶解性固体TDS值为532mg/L,色度值为35(Pt-Co)。COD去除率为90.3%,TDS去除率为73.8%,DOC去除率为91.3%。After testing, the final effluent indicators are: pH value is 8.33, COD value is 19.9mg/L, dissolved organic carbon DOC value is 3.49mg/L, total dissolved solids TDS value is 532mg/L, chromaticity value is 35 ( Pt-Co). The COD removal rate is 90.3%, the TDS removal rate is 73.8%, and the DOC removal rate is 91.3%.
实施例6:除以下区别外,其他同实施例1。Embodiment 6: except following difference, other is the same as
待处理的高盐反渗透浓水指标:pH值为9,COD值为297.6mg/L,溶解性有机碳DOC值为49.4mg/L,总溶解性固体TDS值为3977mg/L,色度值为203(Pt-Co)。处理水量5升。Indicators of high-salt reverse osmosis concentrated water to be treated: pH value is 9, COD value is 297.6mg/L, dissolved organic carbon DOC value is 49.4mg/L, total dissolved solids TDS value is 3977mg/L, chromaticity value It is 203 (Pt-Co). 5 liters of treated water.
2、加入光催化氧化剂H2O2 0.272mg,UV光解反应30min。2. Add 0.272 mg of photocatalytic oxidant H 2 O 2 , and conduct UV photolysis reaction for 30 minutes.
3、生物活性炭反应器空床接触时间为60min。3. The empty bed contact time of the biological activated carbon reactor is 60 minutes.
经检测,最后出水指标为:pH值为8.42,COD值为29.7mg/L,溶解性有机碳DOC值为4.05mg/L,总溶解性固体TDS值为864mg/L,色度值为64(Pt-Co)。COD去除率为90.0%,TDS去除率为78.3%,DOC去除率为91.8%。After testing, the final effluent indicators are: pH value 8.42, COD value 29.7mg/L, dissolved organic carbon DOC value 4.05mg/L, total dissolved solids TDS value 864mg/L, chromaticity value 64 ( Pt-Co). The COD removal rate is 90.0%, the TDS removal rate is 78.3%, and the DOC removal rate is 91.8%.
对比例1:Comparative example 1:
待处理的高盐反渗透浓水指标:pH值为8.7,COD值为227mg/L,溶解性有机碳DOC值为41.6mg/L,总溶解性固体TDS值为3180mg/L,色度值为170(Pt-Co)。处理水量5升。Indicators of high-salt reverse osmosis concentrated water to be treated: pH value is 8.7, COD value is 227mg/L, dissolved organic carbon DOC value is 41.6mg/L, total dissolved solids TDS value is 3180mg/L, chromaticity value is 170 (Pt-Co). 5 liters of treated water.
高盐反渗透浓水在经过调节池调节水量、光催化氧化反应处理后即进行脱盐处理和超滤净化处理,而不经过生化反应处理。The high-salt reverse osmosis concentrated water undergoes desalination treatment and ultrafiltration purification treatment after being treated by the regulating tank to adjust the water volume and photocatalytic oxidation reaction, without biochemical reaction treatment.
光催化氧化反应器H2O2每升浓水投加量为4mM,光解反应时间0min、10min、30min、60min、120min和180min;COD去除结果如图2所示。The dosage of H 2 O 2 per liter of concentrated water in the photocatalytic oxidation reactor is 4mM, and the photolysis reaction time is 0min, 10min, 30min, 60min, 120min and 180min; the COD removal results are shown in Figure 2.
图2表明,单独经过光催化氧化处理,高盐反渗透浓水的COD去除效率仅为20%左右,出水无法满足回用要求。Figure 2 shows that after photocatalytic oxidation treatment alone, the COD removal efficiency of high-salt reverse osmosis concentrated water is only about 20%, and the effluent cannot meet the reuse requirements.
对比例2:Comparative example 2:
待处理的高盐反渗透浓水指标同对比例1。The index of high-salt reverse osmosis concentrated water to be treated is the same as that of Comparative Example 1.
高盐反渗透浓水在经过调节池调节水量后即进入生物活性炭反应器进行生化反应处理,然后再进行脱盐处理和超滤净化处理,而不经过光催化氧化反应处理。The high-salt reverse osmosis concentrated water enters the biological activated carbon reactor for biochemical reaction treatment after passing through the regulating tank to adjust the water volume, and then undergoes desalination treatment and ultrafiltration purification treatment without photocatalytic oxidation reaction treatment.
生物活性炭反应器的空床接触时间分别为0min、30min、45min、60min、120min和180min。COD去除结果如图3所示。The empty bed contact time of bioactivated carbon reactor was 0min, 30min, 45min, 60min, 120min and 180min respectively. The COD removal results are shown in Figure 3.
图3表明,单独经过生化反应处理,高盐反渗透浓水的COD去除效率仅为30%左右,出水无法满足回用要求。Figure 3 shows that after biochemical reaction treatment alone, the COD removal efficiency of high-salt reverse osmosis concentrated water is only about 30%, and the effluent cannot meet the reuse requirements.
Claims (10)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201210129767.5A CN102633410B (en) | 2012-04-28 | 2012-04-28 | Process for recycling and processing hyperhaline reverse osmosis concentrated water |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201210129767.5A CN102633410B (en) | 2012-04-28 | 2012-04-28 | Process for recycling and processing hyperhaline reverse osmosis concentrated water |
Publications (2)
Publication Number | Publication Date |
---|---|
CN102633410A true CN102633410A (en) | 2012-08-15 |
CN102633410B CN102633410B (en) | 2014-07-23 |
Family
ID=46618012
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201210129767.5A Active CN102633410B (en) | 2012-04-28 | 2012-04-28 | Process for recycling and processing hyperhaline reverse osmosis concentrated water |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN102633410B (en) |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103145296A (en) * | 2013-03-19 | 2013-06-12 | 中冶南方工程技术有限公司 | Method and device for treating reverse osmosis concentrated water |
CN103319055A (en) * | 2013-07-17 | 2013-09-25 | 环境保护部南京环境科学研究所 | Processing device for removing phenol and naphthalene in sewage and method thereof |
CN104226285A (en) * | 2014-09-22 | 2014-12-24 | 中国石油天然气集团公司 | Regeneration method of calcium ion sorbent |
CN105984984A (en) * | 2015-01-30 | 2016-10-05 | 广东工业大学 | Dye wastewater deep purification and reuse system as well as method thereof |
CN107585970A (en) * | 2017-10-30 | 2018-01-16 | 山东理工大学 | The technique of hardly degraded organic substance advanced treating in a kind of Industrial reverse osmosis concentrated water |
CN108117221A (en) * | 2016-11-29 | 2018-06-05 | 中国石油化工股份有限公司 | A kind of processing method of reverse osmosis concentrated water |
CN108911304A (en) * | 2018-07-18 | 2018-11-30 | 山东理工大学 | A kind of reverse osmosis concentrated water nanofiltration desalination technique effectively eliminating fouling membrane |
CN109574421A (en) * | 2019-01-31 | 2019-04-05 | 清华大学深圳研究生院 | A kind of reverse osmosis concentration enhanced water processing method and equipment |
CN110127906A (en) * | 2019-06-12 | 2019-08-16 | 兖州煤业股份有限公司 | It is the method for reverse osmosis concentrated water desalination using benzyltriethylammoinium chloride |
US10696574B2 (en) | 2016-08-25 | 2020-06-30 | Wanhua Chemical Group Co., Ltd. | Method for treating reverse osmosis concentrated water |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101786689A (en) * | 2010-02-10 | 2010-07-28 | 厦门市威士邦膜科技有限公司 | Membrane separation concentrated water treatment method and integral coupling device |
CN102040312A (en) * | 2009-10-23 | 2011-05-04 | 中国石油化工股份有限公司 | Method for treating reverse osmosis concentrated water |
CN102276121A (en) * | 2011-07-26 | 2011-12-14 | 中冶南方工程技术有限公司 | Process and system for treating reverse osmosis concentrated water of cold rolling steel mill |
-
2012
- 2012-04-28 CN CN201210129767.5A patent/CN102633410B/en active Active
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102040312A (en) * | 2009-10-23 | 2011-05-04 | 中国石油化工股份有限公司 | Method for treating reverse osmosis concentrated water |
CN101786689A (en) * | 2010-02-10 | 2010-07-28 | 厦门市威士邦膜科技有限公司 | Membrane separation concentrated water treatment method and integral coupling device |
CN102276121A (en) * | 2011-07-26 | 2011-12-14 | 中冶南方工程技术有限公司 | Process and system for treating reverse osmosis concentrated water of cold rolling steel mill |
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103145296A (en) * | 2013-03-19 | 2013-06-12 | 中冶南方工程技术有限公司 | Method and device for treating reverse osmosis concentrated water |
CN103319055A (en) * | 2013-07-17 | 2013-09-25 | 环境保护部南京环境科学研究所 | Processing device for removing phenol and naphthalene in sewage and method thereof |
CN103319055B (en) * | 2013-07-17 | 2014-11-05 | 环境保护部南京环境科学研究所 | Processing device for removing phenol and naphthalene in sewage and method thereof |
CN104226285A (en) * | 2014-09-22 | 2014-12-24 | 中国石油天然气集团公司 | Regeneration method of calcium ion sorbent |
CN105984984A (en) * | 2015-01-30 | 2016-10-05 | 广东工业大学 | Dye wastewater deep purification and reuse system as well as method thereof |
US10696574B2 (en) | 2016-08-25 | 2020-06-30 | Wanhua Chemical Group Co., Ltd. | Method for treating reverse osmosis concentrated water |
CN108117221A (en) * | 2016-11-29 | 2018-06-05 | 中国石油化工股份有限公司 | A kind of processing method of reverse osmosis concentrated water |
CN108117221B (en) * | 2016-11-29 | 2021-01-05 | 中国石油化工股份有限公司 | Treatment method of reverse osmosis concentrated water |
CN107585970A (en) * | 2017-10-30 | 2018-01-16 | 山东理工大学 | The technique of hardly degraded organic substance advanced treating in a kind of Industrial reverse osmosis concentrated water |
CN108911304A (en) * | 2018-07-18 | 2018-11-30 | 山东理工大学 | A kind of reverse osmosis concentrated water nanofiltration desalination technique effectively eliminating fouling membrane |
CN109574421A (en) * | 2019-01-31 | 2019-04-05 | 清华大学深圳研究生院 | A kind of reverse osmosis concentration enhanced water processing method and equipment |
CN110127906A (en) * | 2019-06-12 | 2019-08-16 | 兖州煤业股份有限公司 | It is the method for reverse osmosis concentrated water desalination using benzyltriethylammoinium chloride |
Also Published As
Publication number | Publication date |
---|---|
CN102633410B (en) | 2014-07-23 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102633410B (en) | Process for recycling and processing hyperhaline reverse osmosis concentrated water | |
Xiang et al. | Innovative treatment of organic contaminants in reverse osmosis concentrate from water reuse: a mini review | |
CN103288309B (en) | Coal gasification wastewater zero-emission treatment method, and application thereof | |
Mai et al. | A review of posttreatment technologies for anaerobic effluents for discharge and recycling of wastewater | |
CN102718363A (en) | Coking wastewater comprehensive treatment method and system thereof | |
CN102515432A (en) | A method for removing algae toxins and odor substances in high-algae water source water | |
CN107986538A (en) | A kind of optoacoustic is electrically coupled can field multi-stage oxidizing-UF membrane collaboration water treatment system and technique | |
CN105016577A (en) | Advanced treatment system for process sewage and advanced treatment method for sewage | |
CN111847796B (en) | Leachate treatment system and method for garbage incineration plant | |
CN102642989A (en) | Recycling treatment device of high-salt reverse osmosis concentrated water | |
CN108059281A (en) | Membrane-process zero-discharge treatment technology for coal chemical industry wastewater | |
CN101781048B (en) | Low ammonia nitrogen waste water treatment and recycling method | |
CN108341556A (en) | A kind of advanced treatment of wastewater and the system and method for acid-basic regenerated waste liquids in water reuse | |
CN1490263A (en) | Enhanced Membrane Bioreactor Water Treatment Technology | |
CN105417898B (en) | A method of reverse osmosis concentrated water and hyperfiltration reverse-rinsing water in processing bi-membrane method system | |
Zhang et al. | Treatment technologies and mechanisms for tetramethylammonium hydroxide (TMAH) wastewater from micro-electronic industry: A review | |
CN103241902B (en) | A kind of biological treatment of waste water and biological treatment system using the technique | |
CN110127947A (en) | A system and method for landfill leachate treatment | |
CN206289114U (en) | The zero-discharge treatment system of difficult for biological degradation sewage | |
CN104276722A (en) | Novel tail water upgrading system | |
CN204569659U (en) | A kind of coking wastewater containing phenol and cyanide treatment for reuse zero release equipment | |
CN2856037Y (en) | Sewage reclaiming treatment unit | |
CN102992516A (en) | A high-salt organic wastewater treatment system and its process | |
CN104944638A (en) | Treatment method for high-salinity and low-pollution industrial wastewater | |
KR20050012875A (en) | A water reclamation and reuse system with an equipment for removing TDS |
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 |