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CN102642989A - Recycling treatment device of high-salt reverse osmosis concentrated water - Google Patents

Recycling treatment device of high-salt reverse osmosis concentrated water Download PDF

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CN102642989A
CN102642989A CN2012101296511A CN201210129651A CN102642989A CN 102642989 A CN102642989 A CN 102642989A CN 2012101296511 A CN2012101296511 A CN 2012101296511A CN 201210129651 A CN201210129651 A CN 201210129651A CN 102642989 A CN102642989 A CN 102642989A
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reverse osmosis
concentrated water
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卢杰
丁金城
闫雪
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Shandong University of Technology
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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设备。其包括依次连接的下列处理单元:调节池、蠕动泵、光催化氧化反应器、生物活性炭反应器、低电压炭吸附反应器和超滤装置,生物活性炭反应器底部连接有空压机,各处理单元之间分别通过管道相连接,调节池进水口处设置进水管。其有益效果在于:利用本设备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。

Figure 201210129651

The invention relates to the technical field of sewage treatment in environmental engineering, in particular to equipment for treating and reusing high-salt reverse osmosis concentrated water generated in the process of sewage regeneration. It includes the following processing units connected in sequence: regulating tank, peristaltic pump, photocatalytic oxidation reactor, biological activated carbon reactor, low-voltage carbon adsorption reactor and ultrafiltration device. The bottom of the biological activated carbon reactor is connected to an air compressor. The units are respectively connected by pipes, and water inlet pipes are set at the water inlet of the regulating pool. Its beneficial effects are: the removal efficiency of pollutants is high by using this equipment; 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 difficult to biochemical; it can overcome the activated sludge method Problems such as sludge bulking and sludge floating are easy to occur in the process. It has stable operation, strong impact resistance capacity, more economical and energy-saving, and has certain nitrification and denitrification functions, which can realize closed operation and prevent odor.

Figure 201210129651

Description

高盐反渗透浓水的回用处理设备High-salt reverse osmosis concentrated water reuse treatment equipment

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设备。The invention relates to the technical field of sewage treatment in environmental engineering, in particular to equipment for treating and reusing high-salt reverse osmosis concentrated water generated in the process of sewage regeneration.

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、海水与苫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 thatch 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. When the salt content of water is above 3%, its biological treatment efficiency will decrease significantly. 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, it was reported in the 1st issue of "Environmental Science" in 2000 and the 2nd issue of "Industrial Water Treatment" in 2005 that 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, the biochemical method 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处理设备,经过光催化氧化反应器与生物活性炭反应器协同作用,使处理后的水达到回用标准,实现反渗透浓水的资源化。The present invention aims to propose a high-salt reverse osmosis concentrated water purification and reuse treatment equipment, through the synergistic effect of the photocatalytic oxidation reactor and the biological activated carbon reactor, the treated water can reach the reuse standard, and the recovery of the reverse osmosis concentrated water can be realized. resourceful.

本发明的技术方案是:高盐反渗透浓水的回用处理设备,包括依次连接的下列处理单元:调节池、蠕动泵、光催化氧化反应器、生物活性炭反应器、低电压炭吸附反应器和超滤装置,生物活性炭反应器底部连接有空压机,各处理单元之间分别通过管道相连接,调节池进水口处设置进水管。超滤装置通过管道连接出水储槽。The technical solution of the present invention is: high-salt reverse osmosis concentrated water reuse treatment equipment, including the following treatment units connected in sequence: regulating tank, peristaltic pump, photocatalytic oxidation reactor, biological activated carbon reactor, low-voltage carbon adsorption reactor And the ultrafiltration device, the bottom of the biological activated carbon reactor is connected with an air compressor, and the processing units are respectively connected by pipelines, and the water inlet of the regulating tank is provided with a water inlet pipe. The ultrafiltration unit is piped to the outlet water storage tank.

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。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10~20升。The regulating pool is used to adjust the water intake to ensure continuous water intake and stable operation of the device. The high-salt reverse osmosis concentrated water first enters the regulating tank to adjust the water volume, so as to ensure the continuous water intake and stable operation of the whole device. The volume of the adjustment pool is 10-20 liters.

蠕动泵用于将调节池出水打入光催化氧化反应器。调节池出水由蠕动泵打入光催化氧化反应器,进行光催化氧化反应。The peristaltic pump is used to drive the effluent water from the regulating tank into the photocatalytic oxidation reactor. The effluent from the adjustment pool is pumped into the photocatalytic oxidation reactor by the peristaltic pump to carry out the photocatalytic oxidation reaction.

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。光催化氧化反应器中使用的光源是紫外线灯。紫外线灯的功率为39W,紫外线光波长为254nm。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. The light source used in the photocatalytic oxidation reactor is an ultraviolet lamp. The power of the ultraviolet lamp is 39W, and the wavelength of ultraviolet light is 254nm.

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。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。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. After photocatalytic oxidation, the effluent flows into the biological activated carbon reactor for biochemical reaction treatment.

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。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。挂膜所用的活性污泥来源于污水处理厂回流活性污泥。The activated carbon in the biological activated carbon reactor adopts columnar granular activated carbon. The biofilm attached to the columnar granular activated carbon 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. 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 micro-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. The activated sludge used in the film hanging comes from the return activated sludge of the sewage treatment plant.

生物活性炭反应器底部连接有空压机,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。An air compressor is connected to the bottom of the bioactivated carbon reactor, and 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.

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。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。The role of the low-voltage carbon adsorption reactor is to desalinate the effluent and remove dissolved solids in the water. 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.

超滤装置的作用是将出水通过超滤膜进行过滤净化处理。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。The function of the ultrafiltration device is to filter and purify the effluent through the ultrafiltration membrane. 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.

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).

利用本发明所述的高盐反渗透浓水的回用处理设备处理高盐反渗透浓水的工艺步骤如下:The process steps of using the high-salt reverse osmosis concentrated water recycling treatment equipment of the present invention to process high-salt reverse osmosis concentrated water are as follows:

(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.

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.

本发明提供的高盐反渗透浓水的回用处理设备具有以下优点:The reuse treatment equipment for high-salt reverse osmosis concentrated water provided by the present invention has the following advantages:

1、利用本设备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 removal efficiency of pollutants by using this equipment is high, the removal rate of COD can reach about 90%, the removal rate of TDS can reach more than 80%, and the removal rate of DOC 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.

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。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.

附图说明 Description of drawings

图1是本发明的结构示意图;Fig. 1 is a structural representation of the present invention;

图2是本发明中对比例1的结构示意图;Fig. 2 is the structural representation of comparative example 1 among the present invention;

图3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. 3 is the COD removal result schematic diagram of high-salt reverse osmosis concentrated water in comparative example 1 of the present invention;

图4是本发明中对比例2的结构示意图;Fig. 4 is the structural representation of comparative example 2 among the present invention;

图5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. 5 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、图2和图4中:1、进水管,2、调节池,3、管道,4、蠕动泵,5、光催化氧化反应器,6、生物活性炭反应器,7、低电压炭吸附反应器,8、超滤装置,9、出水储槽,10、空压机.Among them, in Fig. 1, Fig. 2 and Fig. 4: 1. Inlet pipe, 2. Adjusting tank, 3. Pipeline, 4. Peristaltic pump, 5. Photocatalytic oxidation reactor, 6. Bioactive carbon reactor, 7. Low voltage Carbon adsorption reactor, 8. Ultrafiltration device, 9. Outlet water storage tank, 10. Air compressor.

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,本发明包括依次连接的下列处理单元:调节池2、蠕动泵4、光催化氧化反应器5、生物活性炭反应器6、低电压炭吸附反应器7和超滤装置8,生物活性炭反应器6底部连接有空压机10,各处理单元之间分别通过管道3相连接,调节池2进水口处设置进水管1。超滤装置8通过管道3连接出水储槽9。调节池2容积为10升。As shown in Figure 1, the present invention comprises the following treatment units that are connected in sequence: regulating tank 2, peristaltic pump 4, photocatalytic oxidation reactor 5, bioactive carbon reactor 6, low-voltage carbon adsorption reactor 7 and ultrafiltration device 8, An air compressor 10 is connected to the bottom of the biological activated carbon reactor 6, and the processing units are connected through pipes 3, and a water inlet pipe 1 is arranged at the water inlet of the regulating tank 2. The ultrafiltration device 8 is connected to the outlet water storage tank 9 through the pipeline 3 . Regulating pool 2 volume is 10 liters.

使用上述设备,通过下列工艺步骤对上述高盐反渗透浓水进行回用处理:Using the above-mentioned equipment, the above-mentioned high-salt reverse osmosis concentrated water is reused through the following process steps:

1、高盐反渗透浓水先进入调节池2进行水量的调节,以确保整套装置能够连续进水,稳定运行。1. The concentrated high-salt reverse osmosis water first enters the adjustment tank 2 to adjust the water volume, so as to ensure that the whole device can continuously enter water and operate stably.

2、调节池2出水由蠕动泵4打入光催化氧化反应器5,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。2. The effluent from the adjustment tank 2 is pumped into the photocatalytic oxidation reactor 5 by the peristaltic pump 4, 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 some organic matter, the biodegradability of wastewater is improved.

3、经光催化氧化后出水自流进入生物活性炭反应器6进行生化反应处理。生物活性炭反应器6底部连接有空压机10。生物活性炭反应器6中的活性炭采用柱状颗粒活性炭。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。3. After photocatalytic oxidation, the effluent flows into the biological activated carbon reactor 6 for biochemical reaction treatment. An air compressor 10 is connected to the bottom of the bioactive carbon reactor 6 . The activated carbon in the biological activated carbon reactor 6 adopts columnar granular activated carbon. 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6空床接触时间为30min,生物活性炭反应器6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 biological activated carbon reactor 6 empty bed is 30min. The biological activated carbon reactor 6 operates intermittently. The aeration reaction time of each reaction cycle is 9-10h. After the aeration is stopped for 2-3h, the aeration reaction is carried out in a cycle Aeration-stop aeration process.

4、生物活性炭反应器6出水再进入低电压炭吸附反应器7进行脱盐处理,去除大部分溶解性固体。4. The water from the biological activated carbon reactor 6 enters the low-voltage carbon adsorption reactor 7 for desalination treatment to remove most of the dissolved solids.

5、低电压炭吸附反应器7出水进入超滤装置8,经超滤膜过滤净化后出水储存在出水储槽9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。5. The effluent from the low-voltage carbon adsorption reactor 7 enters the ultrafiltration device 8 , and the effluent is stored in the effluent storage tank 9 after being filtered and purified by the ultrafiltration membrane. 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.

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 embodiment 1.

2、加入光催化氧化剂H2O20.408mg,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6空床接触时间为180min。3. The contact time of the empty bed of biological activated carbon reactor 6 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 embodiment 1.

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6空床接触时间为60min。3. The contact time of the empty bed of biological activated carbon reactor 6 is 60min.

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 embodiment 1.

2、加入光催化氧化剂H2O20.204mg,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6空床接触时间为120min。3. The contact time of the empty bed of biological activated carbon reactor 6 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 embodiment 1.

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6空床接触时间为60min。3. The contact time of the empty bed of biological activated carbon reactor 6 is 60min.

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 embodiment 1.

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H2O20.272mg,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6空床接触时间为60min。3. The contact time of the empty bed of biological activated carbon reactor 6 is 60min.

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.

如图2所示,高盐反渗透浓水的回用处理设备包括依次连接的下列处理单元:调节池2、蠕动泵4、光催化氧化反应器5、低电压炭吸附反应器7和超滤装置8,各处理单元之间分别通过管道3相连接,调节池2进水口处设置进水管1。超滤装置8通过管道3连接出水储槽9。调节池2容积为10升。As shown in Figure 2, the high-salt reverse osmosis concentrated water recycling treatment equipment includes the following processing units connected in sequence: regulating tank 2, peristaltic pump 4, photocatalytic oxidation reactor 5, low-voltage carbon adsorption reactor 7 and ultrafiltration The device 8 is connected to each processing unit through the pipeline 3, and the water inlet pipe 1 is set at the water inlet of the regulating tank 2. The ultrafiltration device 8 is connected to the outlet water storage tank 9 through the pipeline 3 . Regulating pool 2 volume is 10 liters.

使用上述设备,通过下列工艺步骤对上述高盐反渗透浓水进行回用处理:Using the above-mentioned equipment, the above-mentioned high-salt reverse osmosis concentrated water is reused through the following process steps:

1、高盐反渗透浓水先进入调节池2进行水量的调节,以确保整套装置能够连续进水,稳定运行。1. The concentrated high-salt reverse osmosis water first enters the adjustment tank 2 to adjust the water volume, so as to ensure that the whole device can continuously enter water and operate stably.

2、调节池2出水由蠕动泵4打入光催化氧化反应器5,加入光催化氧化剂H2O2,经UV光解反应后,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。2. The effluent of the regulating tank 2 is pumped into the photocatalytic oxidation reactor 5 by the peristaltic pump 4, and the photocatalytic oxidant H 2 O 2 is added. After the UV photolysis reaction, the macromolecular organic matter is gradually converted into a small molecular organic matter, and part of the organic matter is removed. , The biodegradability of wastewater is improved.

3、光催化氧化反应器5出水直接进入低电压炭吸附反应器7进行脱盐处理,去除大部分溶解性固体。3. The effluent from the photocatalytic oxidation reactor 5 directly enters the low-voltage carbon adsorption reactor 7 for desalination treatment to remove most of the dissolved solids.

4、低电压炭吸附反应器7出水进入超滤装置8,经超滤膜过滤净化后出水储存在出水储槽9中。4. The effluent from the low-voltage carbon adsorption reactor 7 enters the ultrafiltration device 8 , and the effluent is stored in the effluent storage tank 9 after being filtered and purified by the ultrafiltration membrane.

高盐反渗透浓水在经过调节池2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 is subjected to desalination treatment and ultrafiltration purification treatment after being treated by the regulating tank 2 to adjust the water volume and photocatalytic oxidation reaction, without undergoing biochemical reaction treatment.

光催化氧化反应器5中光催化氧化剂H2O2每升浓水投加量为4mM,光解反应时间分别为0min、10min、30min、60min、120min和180min时;COD去除结果如图3所示。The dosage of photocatalytic oxidant H 2 O 2 per liter of concentrated water in photocatalytic oxidation reactor 5 is 4mM, and the photolysis reaction time is 0min, 10min, 30min, 60min, 120min and 180min respectively; the COD removal results are shown in Figure 3 Show.

图3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 3 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.

如图4所示,高盐反渗透浓水的回用处理设备包括依次连接的下列处理单元:调节池2、蠕动泵4、生物活性炭反应器6、低电压炭吸附反应器7和超滤装置8,生物活性炭反应器6底部连接有空压机10,各处理单元之间分别通过管道3相连接,调节池2进水口处设置进水管1。超滤装置8通过管道3连接出水储槽9。调节池2容积为10升。As shown in Figure 4, the high-salt reverse osmosis concentrated water recycling treatment equipment includes the following processing units connected in sequence: regulating tank 2, peristaltic pump 4, biological activated carbon reactor 6, low-voltage carbon adsorption reactor 7 and ultrafiltration device 8. An air compressor 10 is connected to the bottom of the biological activated carbon reactor 6, and each processing unit is connected through a pipe 3, and a water inlet pipe 1 is set at the water inlet of the regulating tank 2. The ultrafiltration device 8 is connected to the outlet water storage tank 9 through the pipeline 3 . Regulating pool 2 volume is 10 liters.

使用上述设备,通过下列工艺步骤对上述高盐反渗透浓水进行回用处理:Using the above-mentioned equipment, the above-mentioned high-salt reverse osmosis concentrated water is reused through the following process steps:

1、高盐反渗透浓水先进入调节池2进行水量的调节,以确保整套装置能够连续进水,稳定运行。1. The concentrated high-salt reverse osmosis water first enters the adjustment tank 2 to adjust the water volume, so as to ensure that the whole device can continuously enter water and operate stably.

2、调节池2出水由蠕动泵4打入生物活性炭反应器6进行生化反应处理。生物活性炭反应器6底部连接有空压机10。生物活性炭反应器6中的活性炭采用柱状颗粒活性炭。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。2. The effluent from the adjustment tank 2 is pumped into the biological activated carbon reactor 6 by the peristaltic pump 4 for biochemical reaction treatment. An air compressor 10 is connected to the bottom of the bioactive carbon reactor 6 . The activated carbon in the biological activated carbon reactor 6 adopts columnar granular activated carbon. 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6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 biological activated carbon reactor 6 operates intermittently, and the aeration reaction time of each reaction cycle is 9-10 hours. After the aeration is stopped for 2-3 hours, the aeration reaction is carried out again, and the aeration-stop aeration process is carried out in a cycle.

3、生物活性炭反应器6出水再进入低电压炭吸附反应器7进行脱盐处理,去除大部分溶解性固体。3. The water from the biological activated carbon reactor 6 enters the low-voltage carbon adsorption reactor 7 for desalination treatment to remove most of the dissolved solids.

4、低电压炭吸附反应器7出水进入超滤装置8,经超滤膜过滤净化后出水储存在出水储槽9中。4. The effluent from the low-voltage carbon adsorption reactor 7 enters the ultrafiltration device 8 , and the effluent is stored in the effluent storage tank 9 after being filtered and purified by the ultrafiltration membrane.

高盐反渗透浓水在经过调节池2调节水量后即进入生物活性炭反应器6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 6 for biochemical reaction treatment after being adjusted by the regulating tank 2, and then undergoes desalination treatment and ultrafiltration purification treatment without photocatalytic oxidation reaction treatment.

生物活性炭反应器6的空床接触时间分别为0min、30min、45min、60min、120min和180min。COD去除结果如图5所示。The empty bed contact time of the biological activated carbon reactor 6 is 0min, 30min, 45min, 60min, 120min and 180min respectively. The COD removal results are shown in Figure 5.

图5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 5 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 (8)

1. the Treatment for Reuse equipment of a high salt reverse osmosis concentrated water; Comprise the following processing unit that connects successively: equalizing tank (2), peristaltic pump (4), photocatalysis oxidation reaction device (5), biological activated carbon reactor drum (6), low voltage charcoal adsorptive reactor (7) and ultra-filtration equipment (8); Said biological activated carbon reactor drum (6) bottom is connected with air compressor machine (10); Be connected through pipeline (3) respectively between each processing unit, said equalizing tank (2) water inlet is provided with water inlet pipe (1).
2. the Treatment for Reuse equipment of high salt reverse osmosis concentrated water according to claim 1 is characterized in that, said ultra-filtration equipment (8) connects water outlet storage tank (9) through pipeline (3).
3. the Treatment for Reuse equipment of high salt reverse osmosis concentrated water according to claim 1 is characterized in that, the light source that uses in the said photocatalysis oxidation reaction device (5) is a UV-lamp.
4. the Treatment for Reuse equipment of high salt reverse osmosis concentrated water according to claim 3 is characterized in that, the power of said UV-lamp is 39W, and the ultraviolet wavelength is 254nm.
5. the Treatment for Reuse equipment of high salt reverse osmosis concentrated water according to claim 1 is characterized in that, the gac in the said biological activated carbon reactor drum (6) adopts the cylindrical particle gac.
6. the Treatment for Reuse equipment of high salt reverse osmosis concentrated water according to claim 5 is characterized in that, the appended microbial film of column granulated active carbon mainly is made up of the salt tolerant flora in the said biological activated carbon reactor drum (6).
7. the Treatment for Reuse equipment of high salt reverse osmosis concentrated water according to claim 1 is characterized in that, said equalizing tank (2) volume is 10~20 liters.
8. the reuse treatment process of high salt reverse osmosis concentrated water according to claim 1; It is characterized in that; The pH value of said high salt reverse osmosis concentrated water is 8~9, and the COD value is 200~300mg/L, and dissolved organic carbon DOC value is 40~50mg/L; Total dissolved solid TDS value is 2000~4000mg/L, and colourimetric number is 120~200 (Pt-Co).
CN2012101296511A 2012-04-28 2012-04-28 Recycling treatment device of high-salt reverse osmosis concentrated water Pending CN102642989A (en)

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CN103214056A (en) * 2013-04-27 2013-07-24 中国海洋石油总公司 Method for reverse osmosis concentrated water by adsorption-regeneration circular treatment
CN104098197A (en) * 2014-06-25 2014-10-15 哈尔滨工业大学 Assembled device for removing activated carbon and ultrafiltration membrane in micro medical drugs in tap water and method for removing micro medical drugs in tap water
CN106746157A (en) * 2015-11-19 2017-05-31 中国石油化工股份有限公司 A kind of processing method of high slat-containing wastewater
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
CN109607899A (en) * 2018-12-19 2019-04-12 武汉格林环保设施运营有限责任公司 A kind of green biochemical processing method for reverse osmosis concentrated water
CN114394716A (en) * 2021-12-28 2022-04-26 上海蓝科石化环保科技股份有限公司 Advanced treatment device and process for high-salt degradation-resistant sewage

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5997737A (en) * 1998-07-31 1999-12-07 Moreno International, L.L.C. Portable skid mounted desalination apparatus
CN101215072A (en) * 2008-01-14 2008-07-09 中国市政工程华北设计研究院 Biological activated carbon sea water treatment method for increasing organism degradability
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
CN102336503A (en) * 2011-08-29 2012-02-01 常州大学 Biological membrane-photocatalytic integration reaction device for micro pollution raw water pretreatment
CN102372376A (en) * 2010-08-27 2012-03-14 中国石油化工股份有限公司 Reverse osmosis concentrated water treatment method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5997737A (en) * 1998-07-31 1999-12-07 Moreno International, L.L.C. Portable skid mounted desalination apparatus
CN101215072A (en) * 2008-01-14 2008-07-09 中国市政工程华北设计研究院 Biological activated carbon sea water treatment method for increasing organism degradability
CN102372376A (en) * 2010-08-27 2012-03-14 中国石油化工股份有限公司 Reverse osmosis concentrated water treatment method
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
CN102336503A (en) * 2011-08-29 2012-02-01 常州大学 Biological membrane-photocatalytic integration reaction device for micro pollution raw water pretreatment

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103214056A (en) * 2013-04-27 2013-07-24 中国海洋石油总公司 Method for reverse osmosis concentrated water by adsorption-regeneration circular treatment
CN103214056B (en) * 2013-04-27 2014-06-18 中国海洋石油总公司 Method for reverse osmosis concentrated water by adsorption-regeneration circular treatment
CN104098197A (en) * 2014-06-25 2014-10-15 哈尔滨工业大学 Assembled device for removing activated carbon and ultrafiltration membrane in micro medical drugs in tap water and method for removing micro medical drugs in tap water
CN104098197B (en) * 2014-06-25 2015-10-07 哈尔滨工业大学 Gac-ultra-filtration membrane the combination unit removing micro-pharmaceuticals in tap water is used to remove the method for micro-pharmaceuticals in tap water
CN106746157A (en) * 2015-11-19 2017-05-31 中国石油化工股份有限公司 A kind of processing method of high slat-containing wastewater
CN106746157B (en) * 2015-11-19 2020-10-16 中国石油化工股份有限公司 Treatment method of high-salt-content wastewater
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
CN109607899A (en) * 2018-12-19 2019-04-12 武汉格林环保设施运营有限责任公司 A kind of green biochemical processing method for reverse osmosis concentrated water
CN109607899B (en) * 2018-12-19 2021-10-15 扬州市博喧环保科技有限公司 Green biochemical treatment method for reverse osmosis concentrated water
CN114394716A (en) * 2021-12-28 2022-04-26 上海蓝科石化环保科技股份有限公司 Advanced treatment device and process for high-salt degradation-resistant sewage

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Application publication date: 20120822