CN103043855A - Method for treating low-density polyethylene grafted maleic anhydride wastewater - Google Patents
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- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical compound [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 claims description 9
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- 229910000359 iron(II) sulfate Inorganic materials 0.000 abstract 1
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- MGZTXXNFBIUONY-UHFFFAOYSA-N hydrogen peroxide;iron(2+);sulfuric acid Chemical compound [Fe+2].OO.OS(O)(=O)=O MGZTXXNFBIUONY-UHFFFAOYSA-N 0.000 description 1
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Abstract
Description
技术领域technical field
本发明涉及一种有机废水处理方法,尤其是一种低密度聚乙烯接枝马来酸酐废水的处理方法,属于污水处理技术领域。The invention relates to a treatment method for organic wastewater, in particular to a treatment method for low-density polyethylene grafted maleic anhydride wastewater, which belongs to the technical field of sewage treatment.
背景技术Background technique
水是人类赖以生存和发展的必要条件,随着工业生产的发展,人口数量的增长等因素,水资源的消耗量逐年增加,世界各国由于干旱、水质污染及水资源在时间和地区上分布不均等原因,水资源的供需矛盾正在加剧。而我国是全球人均水资源最贫乏的国家之一,加之我国人口众多且水资源分布严重不均,全国已有1/3的大中城市和部分地区出现水荒,同时,生产、生活废水的肆意排放使有限的淡水资源水质恶化越加严重,水资源危机正笼罩着我国。Water is a necessary condition for the survival and development of human beings. With the development of industrial production, the growth of population and other factors, the consumption of water resources is increasing year by year. Due to drought, water pollution and the distribution of water resources in time and region Due to inequality, the contradiction between supply and demand of water resources is intensifying. However, my country is one of the countries with the poorest per capita water resources in the world. In addition, our country has a large population and the distribution of water resources is seriously uneven. Water shortages have occurred in 1/3 of the large and medium-sized cities and some areas in the country. At the same time, the wanton production and domestic wastewater The discharge has worsened the water quality of limited fresh water resources, and the water resource crisis is hanging over our country.
随着世界各国工业的迅猛发展,废水的种类和排放量日益增多,成分更加复杂,废水中往往含有大量难以生物降解的有机物。水污染现象成为一个全球性问题,是制约全球社会和经济发展的瓶颈。同时有关“三废”的排放标准和法规要求更加严格。因此需要开发可靠性好、处理效率高的净化处理方法。With the rapid development of industries in various countries in the world, the types and discharge of wastewater are increasing day by day, and the composition is more complex. Wastewater often contains a large amount of organic matter that is difficult to biodegrade. Water pollution has become a global problem and a bottleneck restricting global social and economic development. At the same time, the emission standards and regulations on "three wastes" are more stringent. Therefore, it is necessary to develop a purification treatment method with good reliability and high treatment efficiency.
聚乙烯(PE)是当前应用最广、用量最大的塑料之一。但聚乙烯具有的非极性和惰性的特性使其与极性聚合物、无机填料以及金属等的相容性、粘结性较差,从而使其应用受到限制。因此,目前对PE材料进行官能化改性,在分子链上引入极性或功能性侧链成为扩大PE材料应用的有效途径之一。PE大分子通过接枝改性之后,反应功能和极性增强,与其它极性物质表现出良好的相容性。接枝上去的极性基团(如MAH)成为聚烯烃与极性物质的连接桥梁,在PE合金和共混物、复合材料、粘合剂以及涂料领域发挥了很大的作用。因此大量应用于复合材料、粘合剂和涂料等领域。Polyethylene (PE) is currently one of the most widely used plastics. However, the non-polar and inert properties of polyethylene make it less compatible and adhesive with polar polymers, inorganic fillers and metals, which limits its application. Therefore, the functional modification of PE materials and the introduction of polar or functional side chains on the molecular chain have become one of the effective ways to expand the application of PE materials. After the PE macromolecule is modified by grafting, the reaction function and polarity are enhanced, and it shows good compatibility with other polar substances. The grafted polar groups (such as MAH) become the connection bridge between polyolefin and polar substances, and play a great role in the fields of PE alloys and blends, composite materials, adhesives and coatings. Therefore, it is widely used in the fields of composite materials, adhesives and coatings.
采用悬浮接枝法对PE进行改性是一种简单有效的PE功能改进方法。因此近年来受到越来越多学者的关注,在工程上的应用也越来越广。但是低密度聚乙烯悬浮接枝马来酸酐(LDPE-g-MAH)生产过程中会产生大量的有机废水,一般每生产1吨产品约产生7吨以上废水,这类废水含有少量的表面活性剂、分散剂及大量的MAH,具有COD值高,可生化性差等特点。若此类废水直接排放,将会对周边的生活、环境造成严重的污染。The modification of PE by suspension grafting is a simple and effective method to improve the function of PE. Therefore, it has received more and more attention from scholars in recent years, and its application in engineering has become more and more extensive. However, the production process of low-density polyethylene suspension grafted maleic anhydride (LDPE-g-MAH) will produce a large amount of organic wastewater. Generally, more than 7 tons of wastewater will be generated per ton of product produced. This type of wastewater contains a small amount of surfactants. , dispersant and a large amount of MAH, with high COD value and poor biochemical properties. If such waste water is discharged directly, it will cause serious pollution to the surrounding life and environment.
Fenton试剂能有效氧化去除传统废水处理技术无法去除的难降解有机物,将大分子有机物降解为小分子有机物或矿化为C02和H2O等无机物。但是单一使用Fenton氧化法成本较高,难以完全彻底地分解有机物。本课题组李倩已于2012年1月在南京工业大学学报(自然科学版)发表了名为“Fenton试剂氧化法预处理LDPE-g-MAH工艺废水”的文章,该文讨论了用Fenton试剂氧化法预处理低密度聚乙烯悬浮接枝马来酸酐废水的各种影响因素的最佳条件,但该处理后废水仍未达到GB8978-1996《污水综合排放标准》。Fenton's reagent can effectively oxidize and remove refractory organic matter that cannot be removed by traditional wastewater treatment technology, and degrade macromolecular organic matter into small molecular organic matter or mineralize into inorganic matter such as C0 2 and H 2 O. However, the cost of single-use Fenton oxidation method is high, and it is difficult to completely decompose organic matter. In January 2012, Li Qian of our research group published an article titled "Fenton Reagent Oxidation Method for Pretreatment of LDPE-g-MAH Process Wastewater" in the Journal of Nanjing University of Technology (Natural Science Edition), which discussed the use of Fenton Reagent Oxidation pretreatment of low-density polyethylene suspension grafted maleic anhydride wastewater is the best condition for various influencing factors, but the treated wastewater has not yet reached GB8978-1996 "Comprehensive Wastewater Discharge Standard".
经检索发现,低密度聚乙烯接枝马来酸酐废水的处理方法罕有报道,将低密度聚乙烯接枝马来酸酐废水处理达到可排放标准的方法还未曾报道。After searching, it is found that the treatment method of low-density polyethylene grafted maleic anhydride wastewater is rarely reported, and the method of treating low-density polyethylene grafted maleic anhydride wastewater to meet discharge standards has not been reported.
发明内容Contents of the invention
本发明所要解决的技术问题是:克服现有技术存在的问题,提供一种低密度聚乙烯接枝马来酸酐废水的处理方法。The technical problem to be solved by the present invention is: to overcome the problems existing in the prior art, and to provide a treatment method for low-density polyethylene grafted maleic anhydride wastewater.
本发明解决其技术问题的技术方案如下:The technical scheme that the present invention solves its technical problem is as follows:
一种低密度聚乙烯接枝马来酸酐废水的处理方法,其特征是,包括以下步骤:A kind of processing method of low-density polyethylene grafted maleic anhydride waste water, it is characterized in that, comprises the following steps:
第一步、调节低密度聚乙烯接枝马来酸酐废水的pH值至酸性,投入H2O2和FeSO4·7H2O进行Fenton氧化,反应结束后调节pH值至碱性;The first step is to adjust the pH value of the low-density polyethylene grafted maleic anhydride wastewater to acidity, put in H 2 O 2 and FeSO 4 7H 2 O for Fenton oxidation, and adjust the pH value to alkaline after the reaction;
第二步、将经第一步处理的废水置于电解槽中,调节pH值至2~10,向废水中加入电解质硫酸钠,进行电解反应;In the second step, the wastewater treated in the first step is placed in the electrolytic cell, the pH value is adjusted to 2-10, and the electrolyte sodium sulfate is added to the wastewater to carry out the electrolytic reaction;
第三步、将经第二步处理的废水置于SBR反应装置内进行反应,经反复曝气、沉淀后排放,即完成处理。In the third step, the wastewater treated in the second step is placed in the SBR reaction device for reaction, and discharged after repeated aeration and sedimentation, and the treatment is completed.
本发明进一步完善的技术方案如下:The further perfect technical scheme of the present invention is as follows:
1、第一步中,所述H2O2的投加方式为分次投加。1. In the first step, the H 2 O 2 is added in batches.
2、第三步中,所述曝气为非限制性曝气。2. In the third step, the aeration is non-restrictive aeration.
3、所述第一步具体过程为:取体积为V的低密度聚乙烯接枝马来酸酐废水,调节废水的pH值为2.0~6.0,持续搅拌,同时向废水中分次投加30%H2O2,再按摩尔比n(H2O2)/n(Fe2+)=4:1~20:1向废水中投加FeSO4·7H2O,进行Fenton氧化反应,反应时间为10~60分钟;反应结束后,用NaOH溶液调节pH值至8.0~9.0;其中30%H2O2至少分三次投加,每次投加量为废水体积V的1-2%,投加总量为废水体积V的4-8%,相邻两次投加间隔时间为至少10分钟。3. The specific process of the first step is: take the low-density polyethylene grafted maleic anhydride wastewater with a volume of V, adjust the pH value of the wastewater to 2.0-6.0, keep stirring, and add 30% to the wastewater in batches at the same time H 2 O 2 , and then add FeSO 4 7H 2 O to the wastewater according to the molar ratio n(H 2 O 2 )/n(Fe 2+ )=4:1~20:1 to carry out Fenton oxidation reaction, the reaction time 10 to 60 minutes; after the reaction, adjust the pH value to 8.0 to 9.0 with NaOH solution; add 30% H 2 O 2 at least three times, and the amount of each addition is 1-2% of the wastewater volume V. The total amount of addition is 4-8% of the waste water volume V, and the interval between two adjacent additions is at least 10 minutes.
4.所述第二步具体过程为:将经第一步处理的废水置于电解槽中,调节pH值至2~10;向废水中投加电解质硫酸钠至终浓度为3.75~8.75g/L,持续搅拌,进行电解反应;所述电解槽的极板间距为22~38mm,槽电压为6~15V,反应时间为20~100分钟。4. The specific process of the second step is: place the wastewater treated in the first step in the electrolytic cell, adjust the pH value to 2-10; add electrolyte sodium sulfate to the wastewater to a final concentration of 3.75-8.75g/ L, keep stirring to carry out electrolysis reaction; the electrode plate distance of the electrolytic cell is 22-38mm, the cell voltage is 6-15V, and the reaction time is 20-100 minutes.
5、所述第三步具体过程为:先将经第二步处理的废水pH值调节至6-8,再以3-8L/小时的速率将全部废水泵入SBR反应装置的缺氧区内,闷曝搅拌至少4小时后静置沉淀至少1小时;然后将废水全部放入SBR反应装置的SBR池内,曝气4-12小时,同时使SBR池内溶解氧DO值大于2mg/L;曝气结束后静置沉淀30~120分钟,排放废水,即完成处理。5. The specific process of the third step is: first adjust the pH value of the wastewater treated in the second step to 6-8, and then pump all the wastewater into the anoxic zone of the SBR reaction device at a rate of 3-8L/hour , stuffy exposure and stirring for at least 4 hours, then settling for at least 1 hour; then put all the wastewater into the SBR tank of the SBR reaction device, aerate for 4-12 hours, and at the same time make the dissolved oxygen DO value in the SBR tank greater than 2mg/L; aeration After the end, let it settle for 30 to 120 minutes, discharge the waste water, and complete the treatment.
6、第三步中,SBR反应装置用以容纳缺氧区和SBR池的恒温水浴的水温为25±5℃,SBR反应装置缺氧区、SBR池内的污泥浓度为0.64~2.97g/L。6. In the third step, the water temperature of the constant temperature water bath used by the SBR reactor to accommodate the anoxic zone and the SBR tank is 25±5°C, and the sludge concentration in the anoxic zone of the SBR reactor and the SBR tank is 0.64-2.97g/L .
经过申请人的反复研究和探索,令人惊奇地发现按照上述顺序使用上述三种方法组合处理低密度聚乙烯接枝马来酸酐废水,可使其水质达到污水排放标准,为后续工业化生产中大规模废水处理提供基础数据和技术支持,对促进环境保护具有重要的现实意义。After repeated research and exploration by the applicant, it was surprisingly found that using the above-mentioned three methods in combination to treat low-density polyethylene grafted maleic anhydride wastewater in the above order can make its water quality reach the sewage discharge standard, which is a large-scale in the follow-up industrial production. Large-scale wastewater treatment provides basic data and technical support, which has important practical significance for promoting environmental protection.
此外,本发明的低密度聚乙烯接枝马来酸酐废水的处理方法简单可行,处理效果好,具有较好的社会效益与经济效益。In addition, the treatment method of the low-density polyethylene grafted maleic anhydride wastewater of the present invention is simple and feasible, has good treatment effect, and has good social and economic benefits.
附图说明Description of drawings
图1为本发明实施例中SBR反应装置的结构图。Fig. 1 is a structural diagram of the SBR reaction device in the embodiment of the present invention.
具体实施方式Detailed ways
下面参照附图并结合实施例对本发明作进一步详细描述。但是本发明不限于所给出的例子。The present invention will be further described in detail below with reference to the accompanying drawings and examples. However, the invention is not limited to the examples given.
实施例Example
本实施例低密度聚乙烯接枝马来酸酐废水的处理方法包括以下步骤:The treatment method of present embodiment low-density polyethylene graft maleic anhydride wastewater comprises the following steps:
1)取体积为V(本实施例中V=200ml)的低密度聚乙烯接枝马来酸酐废水至容器(如烧杯、反应釜、反应池等)中,调节废水的pH值为2.0~6.0,持续搅拌,同时向废水中分次投加30%H2O2,再按摩尔比n(H2O2)/n(Fe2+)=4:1~20:1向废水中投加FeSO4·7H2O,进行Fenton氧化反应,反应时间为10~60分钟;反应结束后,用NaOH溶液调节pH值至8.0~9.0。1) Take low-density polyethylene grafted maleic anhydride wastewater with a volume of V (V=200ml in this example) into a container (such as a beaker, reaction kettle, reaction pool, etc.), and adjust the pH value of the wastewater to 2.0-6.0 , keep stirring, and at the same time add 30% H 2 O 2 to the waste water in batches, and then add it to the waste water according to the molar ratio n(H 2 O 2 )/n(Fe 2+ )=4:1~20:1 FeSO 4 ·7H 2 O, carry out Fenton oxidation reaction, the reaction time is 10-60 minutes; after the reaction is finished, adjust the pH value to 8.0-9.0 with NaOH solution.
其中30%H2O2至少分三次投加,每次投加量为废水体积V的1-2%,投加总量为废水体积V的4-8%,相邻两次投加间隔时间为至少10分钟。具体而言,本实施例分三次投放,每间隔10分钟投放4ml、4ml、2ml,共10ml。Among them, 30% H 2 O 2 is added at least three times, and the amount of each addition is 1-2% of the wastewater volume V, and the total amount of addition is 4-8% of the wastewater volume V. The interval between two adjacent additions for at least 10 minutes. Specifically, the present embodiment is administered three times, 4ml, 4ml, and 2ml at intervals of 10 minutes, totaling 10ml.
2)将经第一步处理的废水置于电解槽中,调节pH值至2~10;向废水中投加电解质硫酸钠至终浓度为3.75~8.75g/L,持续搅拌,进行电解反应;所述电解槽的极板间距为22~38mm,槽电压为6~15V,反应时间为20~100分钟。2) Put the wastewater treated in the first step in the electrolytic cell, adjust the pH value to 2-10; add the electrolyte sodium sulfate to the wastewater to a final concentration of 3.75-8.75g/L, keep stirring, and carry out the electrolytic reaction; The pole plate spacing of the electrolytic cell is 22-38mm, the cell voltage is 6-15V, and the reaction time is 20-100 minutes.
3)先将经第二步处理的废水pH值调节至6-8,再以3-8L/小时的速率(本实施例为4L/小时)将全部废水泵入SBR反应装置的缺氧区内,闷曝搅拌至少4小时后静置沉淀至少1小时;然后将废水全部放入SBR反应装置的SBR池内,曝气4-12小时,同时使SBR池内溶解氧DO值大于2mg/L;曝气结束后静置沉淀30~120分钟,通过蠕动泵泵出排放废水,即完成处理。3) First adjust the pH value of the wastewater treated in the second step to 6-8, and then pump all the wastewater into the anoxic zone of the SBR reaction device at a rate of 3-8L/hour (4L/hour in this example) , stuffy exposure and stirring for at least 4 hours, then settling for at least 1 hour; then put all the wastewater into the SBR tank of the SBR reaction device, aerate for 4-12 hours, and at the same time make the dissolved oxygen DO value in the SBR tank greater than 2mg/L; aeration After the end, let it settle for 30 to 120 minutes, and then pump out the discharged wastewater through a peristaltic pump to complete the treatment.
如图1所示,本实施例所用SBR反应装置包括恒温水浴,安置于恒温水浴内的缺氧区和SBR池,SBR池内通有外接空气泵的空气管道,该空气管道具有控制SBR池内溶解氧DO值的转子流量计;缺氧池内通有外接进水装置的废水管道,该废水管道具有蠕动泵;SBR池还具有取样口1和取样口2,用以经排水管道与外部出水装置连接,排水管道具有蠕动泵。以上三步每天即可运行一个周期。As shown in Figure 1, the used SBR reaction device of the present embodiment comprises a constant temperature water bath, is placed in the anoxic zone and the SBR tank in the constant temperature water bath, and there is an air pipeline connected with an external air pump in the SBR tank, and the air pipeline has the function of controlling dissolved oxygen in the SBR tank. DO value rotameter; the anoxic tank has a waste water pipeline connected to an external water inlet device, and the waste water pipeline has a peristaltic pump; the SBR tank also has a sampling port 1 and a sampling port 2, which are used to connect with the external water outlet device through the drainage pipe. The drain line has a peristaltic pump. The above three steps can run a cycle every day.
表1各处理步骤之后废水的COD值和MAH浓度以及COD和MAH的去除率Table 1 The COD value and MAH concentration of wastewater after each treatment step and the removal rate of COD and MAH
经本实施例方法处理后的水质达到了污水排放标准。The water quality treated by the method of this embodiment has reached the sewage discharge standard.
除上述实施例外,本发明还可以有其他实施方式。凡采用等同替换或等效变换形成的技术方案,均落在本发明要求的保护范围。In addition to the above-mentioned embodiments, the present invention can also have other implementations. All technical solutions formed by equivalent replacement or equivalent transformation fall within the scope of protection required by the present invention.
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Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001115382A (en) * | 1999-10-14 | 2001-04-24 | Nippon Paper Industries Co Ltd | Method for producing bleached kraft pulp |
EP1359125A2 (en) * | 2002-04-30 | 2003-11-05 | Stavroula Tasiopoulou | Combined biotechnological-chemical method for the treatment of liquid wastes from the table olives production |
CN101391851A (en) * | 2008-10-24 | 2009-03-25 | 紫金矿业集团股份有限公司 | Treatment process of refractory organic wastewater containing high concentration of p-toluidine |
CN101638278A (en) * | 2009-08-17 | 2010-02-03 | 北京万邦达环保技术股份有限公司 | Treatment method of acrylic fiber chemical wastewater |
CN102060355A (en) * | 2010-11-11 | 2011-05-18 | 华南理工大学 | Method for processing heavy-metal complexed wastewater through Fenton reinforced iron-chip internal electrolysis process |
-
2012
- 2012-12-17 CN CN201210548179.5A patent/CN103043855B/en not_active Expired - Fee Related
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001115382A (en) * | 1999-10-14 | 2001-04-24 | Nippon Paper Industries Co Ltd | Method for producing bleached kraft pulp |
EP1359125A2 (en) * | 2002-04-30 | 2003-11-05 | Stavroula Tasiopoulou | Combined biotechnological-chemical method for the treatment of liquid wastes from the table olives production |
CN101391851A (en) * | 2008-10-24 | 2009-03-25 | 紫金矿业集团股份有限公司 | Treatment process of refractory organic wastewater containing high concentration of p-toluidine |
CN101638278A (en) * | 2009-08-17 | 2010-02-03 | 北京万邦达环保技术股份有限公司 | Treatment method of acrylic fiber chemical wastewater |
CN102060355A (en) * | 2010-11-11 | 2011-05-18 | 华南理工大学 | Method for processing heavy-metal complexed wastewater through Fenton reinforced iron-chip internal electrolysis process |
Non-Patent Citations (2)
Title |
---|
朱宜平等: "高浓度硝基苯类生产废水物化-生化处理试验研究", 《环境工程》 * |
李倩等: "Fenton试剂氧化法预处理LDPE-g-MAH工艺废水", 《南京工业大学学报(自然科学版)》 * |
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