CN113480056B - A method for treating high-concentration fluorine-containing wastewater by two-stage iron-carbon adsorption-complexation-co-precipitation process - Google Patents
A method for treating high-concentration fluorine-containing wastewater by two-stage iron-carbon adsorption-complexation-co-precipitation process Download PDFInfo
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/28—Treatment of water, waste water, or sewage by sorption
- C02F1/283—Treatment of water, waste water, or sewage by sorption using coal, charred products, or inorganic mixtures containing them
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/46—Treatment of water, waste water, or sewage by electrochemical methods
- C02F1/461—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/66—Treatment of water, waste water, or sewage by neutralisation; pH adjustment
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/10—Inorganic compounds
- C02F2101/12—Halogens or halogen-containing compounds
- C02F2101/14—Fluorine or fluorine-containing compounds
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- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
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Abstract
Description
技术领域technical field
本发明涉及一种含氟废水处理方法,特别涉及一种两级铁碳吸附-络合-协同共沉淀工艺用于处理高浓度含氟废水的方法,属于废水处理技术领域。The invention relates to a method for treating fluorine-containing wastewater, in particular to a method for treating high-concentration fluorine-containing wastewater by a two-stage iron-carbon adsorption-complexing-co-precipitation process, which belongs to the technical field of wastewater treatment.
背景技术Background technique
钢铁冶炼、含氟矿石开采、半导体、电子、化工、农药、氟化物加工制造等工业过程都会产生排放大量含氟废水。含氟废水具有分布广泛、电负性强、组成成分复杂、处理难度大等特征,对环境中动植物以及人体均有很大的危害。Industrial processes such as iron and steel smelting, fluorine-containing ores mining, semiconductors, electronics, chemicals, pesticides, and fluoride processing and manufacturing will all produce large amounts of fluorine-containing wastewater. Fluorinated wastewater has the characteristics of wide distribution, strong electronegativity, complex composition, and difficult treatment, which is very harmful to animals, plants and humans in the environment.
目前,含氟废水的处理方法有化学沉淀、混凝沉淀、吸附、电化学、离子交换、膜分离、诱导结晶等。其中,化学沉淀法、混凝沉淀法和吸附法三种方法的应用最为广泛。化学沉淀法,是通过向含氟废水中投加化学试剂,一般为钙盐、镁盐,使其与废水中的氟离子生成氟化物沉淀,最后利用自然沉降或过滤等方法使固液分离,以达到除氟的目的。但此方法处理后的废水中氟含量很难达到排放标准,同时存在污泥量大、二次污染严重等问题。在工业上,钙盐和镁盐的沉淀会造成锅垢,妨碍热传导,且由于硬水问题,工业上每年因设备、管线的维修和更换要耗资数很大。混凝沉淀法是向含氟废水中投加各类混凝剂,形成沉淀去除氟化物,这些方法的缺点是在于出水水质不够稳定,产生的污泥量较多导致后续处理困难。吸附法是利用吸附剂对含氟废水中的氟进行吸附,达到降氟的目的。但也存在一些如仅适用低浓度、对吸附剂要求较高、脱附再生困难等缺点。通常高浓度含氟废水要经过多种方法联合处理,即使用两种或多种工艺方法联合处理除氟。At present, the treatment methods of fluorine-containing wastewater include chemical precipitation, coagulation precipitation, adsorption, electrochemistry, ion exchange, membrane separation, induced crystallization, etc. Among them, the three methods of chemical precipitation, coagulation precipitation and adsorption are the most widely used. The chemical precipitation method is to add chemical reagents, usually calcium salts and magnesium salts, to the fluorine-containing wastewater to form fluoride precipitation with fluoride ions in the wastewater, and finally use natural sedimentation or filtration to separate solid-liquid, In order to achieve the purpose of defluorination. However, the fluorine content in the wastewater treated by this method is difficult to meet the discharge standard, and there are problems such as large amount of sludge and serious secondary pollution. In industry, the precipitation of calcium salts and magnesium salts will cause boiler scale, hinder heat conduction, and due to the problem of hard water, the industry will spend a lot of money every year due to the maintenance and replacement of equipment and pipelines. The coagulation sedimentation method is to add various coagulants to the fluorine-containing wastewater to form precipitation to remove fluoride. The disadvantage of these methods is that the effluent quality is not stable enough, and the amount of sludge produced is large, which makes subsequent treatment difficult. The adsorption method uses adsorbents to adsorb fluorine in fluorine-containing wastewater to achieve the purpose of reducing fluoride. However, there are also some shortcomings such as only low concentration, high requirements for adsorbents, and difficulty in desorption and regeneration. Usually high-concentration fluorine-containing wastewater is treated by a combination of methods, that is, two or more process methods are used to jointly treat and remove fluoride.
因此,针对高浓度含氟废水的处理,开发出一种高效、廉价、易行的工艺具有重要的现实意义。Therefore, it is of great practical significance to develop an efficient, cheap and easy process for the treatment of high-concentration fluorine-containing wastewater.
发明内容SUMMARY OF THE INVENTION
针对现有技术中对高浓度含氟废水的处理通常需要经过两种以上技术手段联合使用,存在工艺复杂、处理效率低、成本高等缺点,本发明的目的是在于提供一种通过两级铁碳吸附-络合-协同共沉淀除氟的方法,该方法实现了吸附除氟、络合除氟以及混凝沉淀除氟等多种除氟途径的协同作用,能够将高浓度含氟废水进行高效脱氟。For the treatment of high-concentration fluorine-containing wastewater in the prior art, it is usually necessary to use two or more technical means in combination, which has the disadvantages of complex process, low treatment efficiency, and high cost. The method of adsorption-complexation-co-precipitation defluorination, this method realizes the synergistic effect of adsorption defluorination, complexation defluorination and coagulation precipitation defluorination, etc. Defluorination.
为了实现上述技术目的,本发明提供了一种两级铁碳吸附-络合-协同共沉淀工艺处理高浓度含氟废水的方法,该方法将含氟废水调节pH至酸性后,进入一级铁碳床进行微电解反应I,一级铁碳床出水进入二级铁碳床并调节pH至碱性条件下进行微电解反应II,二级铁碳床出水经过固液分离,即得除氟水。In order to achieve the above technical purpose, the present invention provides a method for treating high-concentration fluorine-containing wastewater by a two-stage iron-carbon adsorption-complexation-co-precipitation process. The method adjusts the pH of the fluorine-containing wastewater to acidity, and then enters the primary iron The carbon bed is subjected to micro-electrolysis reaction I, the effluent from the primary iron-carbon bed enters the secondary iron-carbon bed and the pH is adjusted to perform micro-electrolysis reaction II under alkaline conditions, and the effluent from the secondary iron-carbon bed undergoes solid-liquid separation to obtain defluorinated water. .
本发明技术方案关键是在于利用不同pH条件下铁碳材料的微电解反应实现高浓度含氟废水的深度脱氟。先控制含氟废水的pH在酸性条件下进行铁碳材料的微电解反应,铁碳材料可以释放铁离子来络合含氟废水中的氟离子形成多种铁氟络合物,同时铁碳材料本身为多孔材料具有较好的吸附性,可以将部分氟离子以及铁氟络合物高效吸附,从而达到脱氟目的,而残留在含氟废水中的氟离子以及铁氟络合物进入二级铁碳床,而在二级铁碳床中主要是将溶液的pH调节至碱性进行铁碳材料的微电解反应,在碱性条件下,铁氟络合物可以进一步转化成铁氟络合沉淀物,同时铁离子易于水解形成具有胶体性质的氢氧化铁等,其具有一定的吸附性质,且氢氧化铁胶体可以促进大颗粒物的生成以及混凝、协同沉淀等作用的发生,此外,铁碳材料可以吸附残留的氟离子。因此,在两次铁碳材料的微电解反应过程中,各种脱氟途径协同作用,达到较好的脱氟效果。The key of the technical solution of the present invention is to realize the deep defluorination of high-concentration fluorine-containing wastewater by utilizing the micro-electrolysis reaction of iron-carbon materials under different pH conditions. First control the pH of the fluorine-containing wastewater to carry out the micro-electrolysis reaction of the iron-carbon material under acidic conditions. The iron-carbon material can release iron ions to complex the fluoride ions in the fluorine-containing wastewater to form a variety of iron-fluoride complexes. It is a porous material with good adsorption, which can efficiently adsorb some fluoride ions and iron-fluoride complexes, so as to achieve the purpose of defluorination, while the fluoride ions and iron-fluoride complexes remaining in the fluorine-containing wastewater enter the secondary Iron-carbon bed, and in the secondary iron-carbon bed, the pH of the solution is mainly adjusted to alkaline to carry out the micro-electrolysis reaction of iron-carbon materials. Under alkaline conditions, iron-fluorine complexes can be further converted into iron-fluorine complexes At the same time, iron ions are easily hydrolyzed to form ferric hydroxide with colloidal properties, which has certain adsorption properties, and ferric hydroxide colloid can promote the formation of large particles and the occurrence of coagulation, synergistic precipitation, etc. In addition, iron The carbon material can adsorb residual fluoride ions. Therefore, during the two micro-electrolysis reactions of iron-carbon materials, various defluorination pathways act synergistically to achieve a better defluorination effect.
本发明技术方案利用两级铁碳的微电解实现高浓度含氟废水脱氟过程主要原理简述如下:The technical scheme of the present invention utilizes the micro-electrolysis of two-stage iron-carbon to realize the main principle of the defluorination process of high-concentration fluorine-containing wastewater, which is briefly described as follows:
a)铁碳微电解过程:基于金属腐蚀电化学的反应原理,在酸性条件下,利用低电位的金属铁和高电位的碳材料在含氟废水中所产生的电位差,形成众多原电池,金属铁作为阳极失去电子后释放出铁离子进入含氟废水环境中。a) Iron-carbon micro-electrolysis process: Based on the reaction principle of metal corrosion electrochemistry, under acidic conditions, the potential difference generated by low-potential metal iron and high-potential carbon material in fluorine-containing wastewater is used to form numerous galvanic cells. The metal iron loses electrons as the anode and releases iron ions into the fluorine-containing wastewater environment.
b)铁离子与氟离子的络合反应过程:由微电解过程释放的铁离子与含氟废水中的氟离子发生络合反应形成多种铁氟络合物,存在于液相环境中。b) The complex reaction process of iron ions and fluoride ions: the iron ions released by the micro-electrolysis process undergo complex reactions with the fluoride ions in the fluorine-containing wastewater to form various iron-fluoride complexes, which exist in the liquid phase environment.
c)铁碳材料的吸附过程:由于铁碳材料具有较大的孔隙率和比表面积,本身具有很强的吸附能力,在酸性的液相环境中受质子化的影响,其表面带正电荷与带负电荷的氟离子之间具有很强的静电作用,实现含氟废水中氟化物和/或铁氟络合物的高效吸附。c) The adsorption process of iron-carbon materials: due to the large porosity and specific surface area of iron-carbon materials, they have strong adsorption capacity. Negatively charged fluoride ions have strong electrostatic interaction, and realize efficient adsorption of fluoride and/or iron-fluoride complex in fluorine-containing wastewater.
d)碱沉淀过程:溶液中存在铁氟络合物与铁离子,进行调碱混合后铁氟络合物进而形成铁氟络合沉淀物,铁离子也进而形成氢氧化铁等胶体,促进大颗粒物的生成与混凝作用的发生。d) Alkali precipitation process: there are iron-fluoride complexes and iron ions in the solution, and after adjusting and mixing, the iron-fluorine complexes form iron-fluoride complex precipitates, and iron ions also form colloids such as ferric hydroxide, which promotes the formation of iron-fluoride complexes. The formation of particulate matter and the occurrence of coagulation.
e)协同共沉淀过程:反应体系中混合的铁碳材料、铁氟络合沉淀物以及铁的氢氧化物等胶体和大颗粒,在碱性条件下具有协同共沉淀的除氟作用,极大的提高氟化物的分离去除率。e) Synergistic co-precipitation process: colloids and large particles such as iron-carbon materials, iron-fluorine complex precipitates and iron hydroxides mixed in the reaction system have a synergistic co-precipitation defluorination effect under alkaline conditions. to improve the separation and removal rate of fluoride.
作为一个优选的方案,含氟废水的pH调节至<4。较优选的pH=2~3。一方面,当pH为2~3时铁碳材料会通过电化学反应释放出大量的铁离子参与氟的去除,当pH>4时,微电解反应较弱,体系中溶出铁的量很少,铁离子对氟化物的去除贡献减少;另一方面,pH会影响质子化程度,随着pH的增加铁碳材料表面质子化程度逐渐降低,铁碳表面正电荷越少即电负性越大,其与带负电荷的F-之间的相互作用越弱,对氟的去除能力越小。As a preferred solution, the pH of the fluorine-containing wastewater is adjusted to <4. More preferred pH=2~3. On the one hand, when the pH is 2-3, the iron-carbon material will release a large amount of iron ions through the electrochemical reaction to participate in the removal of fluorine. When the pH is greater than 4, the micro-electrolysis reaction is weak, and the amount of dissolved iron in the system is very small. The contribution of iron ions to the removal of fluoride decreases; on the other hand, pH affects the degree of protonation. With the increase of pH, the degree of protonation on the surface of iron-carbon materials gradually decreases. The less positive charge on the surface of iron-carbon, the greater the electronegativity. The weaker the interaction with negatively charged F- , the less ability to remove fluorine.
作为一个优选的方案,微电解反应I过程中,铁碳材料在含氟废水中的投加量为20~40g/L,反应停留时间为1~2h,反应温度20℃~25℃。As a preferred solution, in the process of micro-electrolysis reaction I, the dosage of iron-carbon material in the fluorine-containing wastewater is 20-40 g/L, the reaction residence time is 1-2 h, and the reaction temperature is 20-25 °C.
作为一个优选的方案,一级铁碳床出水的pH调节至8~10。调节pH采用常见的氢氧化钠、氢氧化钾、氨水等碱性化合物来调节。As a preferred solution, the pH of the effluent from the primary iron-carbon bed is adjusted to 8-10. The pH is adjusted by common alkaline compounds such as sodium hydroxide, potassium hydroxide, and ammonia.
作为一个优选的方案,微电解反应II过程中,铁碳材料相对一级铁碳床出水的投加量为20~40g/L,反应停留时间为1~2h,反应温度为20℃~25℃。As a preferred solution, in the process of micro-electrolysis reaction II, the dosage of the iron-carbon material relative to the effluent of the first-level iron-carbon bed is 20-40g/L, the reaction residence time is 1-2h, and the reaction temperature is 20℃~25℃ .
作为一个优选的方案,所述微电解反应II过程采用曝气和/或超声辅助。用于将二级铁碳床表面生成的碱性铁泥冲刷分离出二级铁碳床表面,以维持其长期使用。As a preferred solution, the micro-electrolysis reaction II process is assisted by aeration and/or ultrasound. It is used to wash and separate the alkaline iron sludge generated on the surface of the secondary iron-carbon bed from the surface of the secondary iron-carbon bed, so as to maintain its long-term use.
作为一个优选的方案,所述铁碳材料的孔隙率≥55%,比表面积≥1.4m2/g。优选的铁碳材料孔隙率较高与比表面积大,具有较高的反应活性和较好的吸附性能。As a preferred solution, the porosity of the iron-carbon material is greater than or equal to 55%, and the specific surface area is greater than or equal to 1.4 m 2 /g. The preferred iron-carbon material has higher porosity and larger specific surface area, and has higher reactivity and better adsorption performance.
作为一个优选的方案,所述铁碳材料主要成分为零价铁和碳材料。零价铁可以为铁屑、零价铁粉、纳米零价铁等;碳材料可以为活性炭、焦炭等。As a preferred solution, the main components of the iron-carbon material are zero-valent iron and carbon material. The zero-valent iron can be iron filings, zero-valent iron powder, nano zero-valent iron, etc.; the carbon material can be activated carbon, coke, and the like.
作为一个优选的方案,所述铁碳材料包含过渡金属类催化剂。具体如含铜、铝以及其他过渡金属元素等催化剂。铁碳材料直接购买市面上的商用铁碳材料。As a preferred solution, the iron-carbon material includes a transition metal-based catalyst. Specifically, catalysts containing copper, aluminum and other transition metal elements. Iron-carbon materials directly purchase commercial iron-carbon materials on the market.
作为一个优选的方案,所述含氟废水的氟浓度不大于2000mg/L。一般来说含氟废水的浓度越高,现有技术中对氟的脱除效果越差,手段越复杂,本发明技术方案可以适应高浓度的含氟废水,如100~2000mg/L,又如1000~2000mg/L,又如1500~2000mg/L。所述含氟废水主要来源于钢铁冶炼、含氟矿石开采、半导体、电子、化工、农药、氟化物加工制造等工业过程产生的含氟废水。As a preferred solution, the fluorine concentration of the fluorine-containing wastewater is not greater than 2000 mg/L. Generally speaking, the higher the concentration of fluorine-containing wastewater, the worse the fluorine removal effect in the prior art, and the more complicated the means. 1000~2000mg/L, another example is 1500~2000mg/L. The fluorine-containing wastewater mainly comes from fluorine-containing wastewater generated in industrial processes such as iron and steel smelting, fluorine-containing ores mining, semiconductors, electronics, chemicals, pesticides, and fluoride processing and manufacturing.
作为一个优选的方案,所述固液分离可以采用常见的过滤手段,也可以通过沉降装置达到固液分离的目的,沉降装置可以为沉淀槽,包括圆锥沉降槽、斜板沉降槽、辐流式沉淀槽等。As a preferred solution, the solid-liquid separation can adopt common filtration means, or can achieve the purpose of solid-liquid separation through a settling device, and the settling device can be a settling tank, including a conical settling tank, an inclined plate settling tank, a radial flow Sedimentation tank, etc.
相对现有技术,本发明技术方案带来的有益技术效果:Relative to the prior art, the beneficial technical effects brought by the technical solution of the present invention:
(1)本发明提供的处理高浓度含氟废水的方法中,利用两级铁碳吸附-络合-协同共沉淀除氟过程同时包含铁碳材料对氟化物的吸附除氟作用、铁离子与氟离子的络合除氟作用以及铁凝胶的混凝和协同沉淀除氟作用等多种除氟作用的协同作用,表现出更好的综合除氟效果,能够实现高浓度含氟废水的深度除氟。(1) In the method for treating high-concentration fluorine-containing wastewater provided by the present invention, the two-stage iron-carbon adsorption-complex-co-co-precipitation defluorination process is used to simultaneously include the adsorption and defluorination of iron-carbon materials on fluoride, iron ions and The complex defluorination effect of fluoride ions and the coagulation and synergistic precipitation defluorination effect of iron gel and other fluoride removal effects show a better comprehensive defluorination effect, which can realize the depth of high-concentration fluorine-containing wastewater. Fluoride removal.
(2)本发明提供的处理高浓度含氟废水的方法中,通过合理调节两级铁碳材料的微电解反应过程中的pH,实现微电解反应过程中的高效除氟,在初始阶段,调节进水pH值调至酸性,更宜于微电解过程铁离子的释放溶出,达到络合除氟的作用,而在后阶段,调节溶液体系的pH至碱性,能够实现混凝和协同沉淀等综合除氟作用。该方法更适用于酸性含氟废水的处理,可利用废水本身的酸性,以减少反应初始pH调节的耗酸量,同时,反应后阶段无需而外添加混凝剂,就能提高氟化物的分离去除率。(2) In the method for treating high-concentration fluorine-containing wastewater provided by the present invention, by reasonably adjusting the pH in the micro-electrolysis reaction process of the two-stage iron-carbon material, high-efficiency defluorination in the micro-electrolysis reaction process is realized, and in the initial stage, adjusting The pH value of the influent water is adjusted to be acidic, which is more suitable for the release and dissolution of iron ions during the micro-electrolysis process to achieve the effect of complex defluorination. In the later stage, the pH of the solution system is adjusted to alkaline, which can realize coagulation and synergistic precipitation, etc. Comprehensive fluoride removal. The method is more suitable for the treatment of acidic fluorine-containing wastewater, and the acidity of the wastewater itself can be used to reduce the acid consumption of the initial pH adjustment of the reaction. At the same time, the separation of fluorides can be improved without adding coagulants in the post-reaction stage removal rate.
(3)本发明提供的处理高浓度含氟废水的方法中,主要是基于铁碳材料来实现,铁碳材料是常见的廉价、环保材料,其安全性较高,且使用过程中残留在溶液中的铁元素可通过调节pH沉淀易于体系中分离去除,能够解决现有技术中常规脱氟方法所采用的钙盐与镁盐,易出现钙和镁所导致的锅垢、阻碍热传导和硬水等问题的缺陷。(3) In the method for treating high-concentration fluorine-containing wastewater provided by the present invention, it is mainly realized based on iron-carbon materials. Iron-carbon materials are common cheap and environmentally friendly materials, and their safety is high, and they remain in the solution during use. The iron element in the system can be easily separated and removed from the system by adjusting the pH and precipitation, which can solve the calcium salt and magnesium salt used in the conventional defluorination method in the prior art. problem with flaws.
(4)本发明提供的处理高浓度含氟废水的方法具有工艺简单、操作简便、运行稳定、经济高效的优势,有利于大规模工业化生产应用。(4) The method for treating high-concentration fluorine-containing wastewater provided by the present invention has the advantages of simple process, simple and convenient operation, stable operation, economical efficiency, and is beneficial to large-scale industrial production and application.
附图说明Description of drawings
图1为本发明的两级铁碳吸附-络合-协同共沉淀工艺处理高浓度含氟废水的工艺流程图。Fig. 1 is the process flow diagram of the two-stage iron-carbon adsorption-complexation-co-precipitation process of the present invention for treating high-concentration fluorine-containing wastewater.
图2为处理高浓度含氟废水采用一级酸性铁碳微电解、一级铁碳络合吸附碱沉淀、两级铁碳吸附-络合-协同共沉淀三种不同工艺的除氟效果对比。Figure 2 shows the comparison of the fluoride removal effects of three different processes for the treatment of high-concentration fluorine-containing wastewater using one-stage acidic iron-carbon micro-electrolysis, one-stage iron-carbon complex adsorption alkali precipitation, and two-stage iron-carbon adsorption-complexation-co-precipitation.
图3为本发明的两级铁碳吸附-络合-协同共沉淀工艺处理高浓度含氟废水的工艺中铁碳材料投加量对除氟效果的影响。Fig. 3 is the influence of the dosage of iron-carbon material on the fluorine removal effect in the process of treating high-concentration fluorine-containing wastewater by the two-stage iron-carbon adsorption-complexation-co-precipitation process of the present invention.
图4为本发明的两级铁碳吸附-络合-协同共沉淀工艺处理高浓度含氟废水的工艺中进水氟化物浓度的影响。Fig. 4 is the influence of influent fluoride concentration in the process of treating high-concentration fluorine-containing wastewater by the two-stage iron-carbon adsorption-complexation-co-precipitation process of the present invention.
具体实施方式Detailed ways
下面结合附图和实施例旨在对本发明的内容作进一步的详细说明,而非限制本发明权利要求的保护范围。The following is intended to further describe the content of the present invention in detail with reference to the accompanying drawings and embodiments, rather than limiting the protection scope of the claims of the present invention.
下述实施例中使用的检测方法均为行业内常规检测方法,采用的铁碳材料、化学试剂等均从商业途径得到。The detection methods used in the following examples are all conventional detection methods in the industry, and the iron-carbon materials and chemical reagents used are obtained from commercial sources.
商品铁碳材料经过研磨预处理,比表面积1.2m2/g,孔隙率55%。The commercial iron-carbon material is pretreated by grinding, with a specific surface area of 1.2 m 2 /g and a porosity of 55%.
实施例1Example 1
(1)配制1000mg/L的模拟含氟废水,并调节pH=2,取100mL上述模拟废水于锥形瓶中;(1) Prepare 1000mg/L simulated fluorine-containing wastewater, adjust pH=2, and take 100 mL of the above simulated wastewater in a conical flask;
(2)向锥形瓶中加入2g,轻轻摇匀,再把锥形瓶移至温度设为25℃,摇速140rpm的摇床,一级铁碳微电解络合吸附反应120min;(2) add 2g to the conical flask, shake it up gently, then move the conical flask to a shaker with a temperature of 25°C, a shaking speed of 140rpm, and a first-level iron-carbon microelectrolysis complex adsorption reaction for 120min;
(3)反应完成后取出锥形瓶,静置沉淀、过滤出上清液,测定分析氟化物的含量并计算一级铁碳微电解络合吸附的除氟率。(3) After the reaction is completed, take out the conical flask, stand for precipitation, filter out the supernatant, measure and analyze the content of fluoride and calculate the fluorine removal rate of the first-level iron-carbon micro-electrolysis complex adsorption.
(4)取上一步一级铁碳微电解络合吸附后的过滤液,用NaOH将溶液pH调至10,静置沉淀、过滤出上清液,分析氟化物的含量并计算一级铁碳络合吸附碱沉淀的除氟率;(4) take the filtrate after the first-step iron-carbon micro-electrolysis complex adsorption, adjust the pH of the solution to 10 with NaOH, stand for precipitation, filter out the supernatant, analyze the content of fluoride and calculate the first-level iron-carbon Fluorine removal rate of complex adsorption alkali precipitation;
(5)重复上述步骤,并取一级铁碳微电解络合吸附后的过滤液,通入另外一个锥形瓶中,加入2g铁碳材料,并用NaOH将混合溶液pH调至10,静置沉淀、过滤出上清液测定分析氟化物的含量并计算两级铁碳吸附络合协同共沉淀的除氟率。(5) Repeat the above steps, and get the filtrate after the first-level iron-carbon micro-electrolysis complexation adsorption, pass into another conical flask, add 2g iron-carbon material, and adjust the pH of the mixed solution to 10 with NaOH, and leave it to stand still Precipitate and filter out the supernatant to determine the content of fluoride and calculate the fluorine removal rate of the two-stage iron-carbon adsorption complex co-precipitation synergistic co-precipitation.
实验结果见下表和图2:The experimental results are shown in the following table and Figure 2:
反应体积:100mL、原水氟化物浓度1000mg/LReaction volume: 100mL, raw water fluoride concentration 1000mg/L
由图2和上表可见,反应体积100mL、进水pH=2、2g铁碳、反应时间2h时,一级铁碳除氟率约为50.92%,一级反应后过滤再调碱沉淀的一级铁碳络合吸附碱沉淀除氟率约为59.54%,去除率上升了8.6%左右;而两级铁碳吸附络合协同共沉淀的除氟率约为97.07%。相对比可知,两级铁碳吸附络合协同共沉淀的除氟率比一级铁碳络合吸附碱沉淀的除氟率高很多,约高出37.5%。两级铁碳具有协同共沉淀的除氟作用,极大地提高了氟化物的分离去除率。As can be seen from Figure 2 and the above table, when the reaction volume is 100mL, the pH of the influent water is 2, 2g iron carbon, and the reaction time is 2h, the fluorine removal rate of the first-grade iron-carbon is about 50.92%. The fluorine removal rate of first-grade iron-carbon complex adsorption and alkali precipitation was about 59.54%, and the removal rate increased by about 8.6%; while the fluorine removal rate of two-stage iron-carbon adsorption and complex co-precipitation was about 97.07%. It can be seen from the comparison that the fluorine removal rate of the two-stage iron-carbon adsorption complex co-precipitation is much higher than that of the first-level iron-carbon complex adsorption alkali precipitation, about 37.5% higher. The two-stage iron-carbon has a synergistic co-precipitation fluoride removal effect, which greatly improves the separation and removal rate of fluoride.
实施例2Example 2
本实施例中所采用的含氟废水为配置的1000mg/L的模拟废水。进水pH=2.5、一级铁碳反应时间2h、二级沉淀时间1h、摇床转速140rpm、温度25℃。具体实施步骤如下:The fluorine-containing wastewater used in this example is a simulated wastewater of 1000 mg/L configured. Influent pH=2.5, first-grade iron-carbon reaction time 2h, second-stage precipitation time 1h, shaker rotation speed 140rpm, temperature 25°C. The specific implementation steps are as follows:
(1)取氟化物浓度为1000mg/L的模拟废水于烧杯中,调节pH至2.5;(1) Take the simulated wastewater with a fluoride concentration of 1000 mg/L in a beaker, and adjust the pH to 2.5;
(2)用量筒各取100mL上述模拟废水于5个锥形瓶中;(2) respectively take 100mL of above-mentioned simulated waste water in 5 conical flasks with measuring cylinder;
(3)分别向锥形瓶中加入0.5g、1g、1.5g、2g、2.5g铁碳材料,轻轻摇匀;(3) Add 0.5g, 1g, 1.5g, 2g, 2.5g of iron-carbon material to the conical flask, and shake gently;
(4)将锥形瓶移至温度设为25℃,摇速140rpm的摇床,反应120min;(4) the Erlenmeyer flask was moved to a shaker with a temperature of 25°C and a shaking speed of 140rpm, and the reaction was performed for 120min;
(5)反应完成后,取出锥形瓶,分别过滤出上清液;(5) after the reaction is completed, take out the conical flask, filter out the supernatant respectively;
(6)向上述过滤出的上清液中再分别加入0.5g、1g、1.5g、2g、2.5g铁碳材料,轻轻摇匀;(6) Add 0.5g, 1g, 1.5g, 2g, 2.5g of iron-carbon material to the above-mentioned filtered supernatant, and shake gently;
(7)用NaOH把溶液pH均调至10,并采用曝气辅助反应1h后,再静置沉淀1h;(7) The pH of the solution was adjusted to 10 with NaOH, and after 1 h of aeration-assisted reaction, the solution was left to stand for 1 h;
(8)过滤取上清液,测定分析氟化物的含量并计算去除率。(8) Filter the supernatant, measure and analyze the content of fluoride and calculate the removal rate.
实验结果见图3。The experimental results are shown in Figure 3.
由图3可见两级铁碳的投加量对氟化物的去除有很大的影响。随着铁碳投加量的增加,模拟含氟废水中氟化物的去除率逐渐升高。起始阶段氟化物的去除率上升幅度较大,之后随着投加量的继续增大,增加趋势趋于平缓。当投加量分别为1.5g时,除氟率趋于平缓。It can be seen from Figure 3 that the dosage of two-stage iron-carbon has a great influence on the removal of fluoride. The removal rate of fluoride in the simulated fluoride-containing wastewater increased gradually with the increase of iron-carbon dosage. The removal rate of fluoride increased greatly in the initial stage, and then with the increase of the dosage, the increasing trend tended to be gentle. When the dosage is 1.5g, the fluorine removal rate tends to be gentle.
实施例3Example 3
本实施例中所采用的含氟废水为配置的不同浓度的模拟废水。进水pH=2.5、一级铁碳反应时间2h、二级沉淀时间1h、摇床转速140rpm、温度25℃,具体步骤如下:The fluorine-containing wastewater used in this embodiment is simulated wastewater with different concentrations. Influent pH=2.5, primary iron-carbon reaction time 2h, secondary precipitation time 1h, shaker rotation speed 140rpm, temperature 25°C, the specific steps are as follows:
(1)配置不同浓度的含氟模拟废水:100、500、1000、1500、2000mg/L;(1) Configure fluorine-containing simulated wastewater with different concentrations: 100, 500, 1000, 1500, 2000 mg/L;
(2)用量筒各取100mL上述不同浓度的含氟模拟废水于5个锥形瓶中,将调节pH至2.5;(2) Take 100 mL of the above-mentioned fluorine-containing simulated wastewater with different concentrations in each measuring cylinder into 5 conical flasks, and adjust the pH to 2.5;
(3)分别向上述锥形瓶中加入2g铁碳材料,轻轻摇匀;(3) respectively add 2g iron carbon material to above-mentioned conical flask, shake gently;
(4)再将锥形瓶移至温度设为25℃,摇速140rpm的摇床,反应120min;(4) the Erlenmeyer flask was moved to a shaker with a temperature of 25°C and a shaking speed of 140rpm, and the reaction was performed for 120min;
(5)反应完成后,取出锥形瓶,分别过滤出上清液;(5) after the reaction is completed, take out the conical flask, filter out the supernatant respectively;
(6)向上述过滤出的上清液中再分别加入2g铁碳材料,轻轻摇匀;(6) in the above-mentioned filtered supernatant, add 2g iron carbon material respectively, shake up gently;
(7)用NaOH把溶液pH均调至10,并采用曝气辅助反应1h后,再静置沉淀1h;(7) The pH of the solution was adjusted to 10 with NaOH, and after 1 h of aeration-assisted reaction, the solution was left to stand for 1 h;
(8)过滤取上清液,测定分析氟化物的含量并计算去除率。(8) Filter the supernatant, measure and analyze the content of fluoride and calculate the removal rate.
实验结果见图4。The experimental results are shown in Figure 4.
由图4可见,随着初始氟化物浓度的不断增大,两级铁碳对溶液中氟化物处理后的出水氟化物含量也不断增大;而除氟率随着初始氟化物浓度的不断增大先上升后下降,当初始氟浓度为500mg/L时最大。两级铁碳处理对于不同的初始氟化物浓度含氟废水的除氟率均较高,具有较强的适应性,当初始氟化物浓度在500~2000mg/L,除氟率均保持在80%以上。It can be seen from Figure 4 that with the increasing initial fluoride concentration, the fluoride content in the effluent after the two-stage iron-carbon treatment of the fluoride in the solution also increases; and the fluorine removal rate increases with the initial fluoride concentration. It first increased and then decreased, and the maximum was when the initial fluorine concentration was 500 mg/L. The two-stage iron-carbon treatment has high fluoride removal rates for fluorine-containing wastewater with different initial fluoride concentrations, and has strong adaptability. When the initial fluoride concentration is 500-2000 mg/L, the fluorine removal rate is maintained at 80%. above.
以上具体实施方式及实施例是对本发明提出的一种两级铁碳吸附-络合-协同共沉淀工艺处理高浓度含氟废水的方法的除氟工艺技术思想的具体支持,不能以此限定本发明的保护范围,凡是按照本发明提出的技术思想在本技术方案基础上所做的任何等同变化或等效的改动,均仍属于本发明技术方案保护的范围。The above specific embodiments and examples are specific support for the technical idea of fluoride removal of a method for treating high-concentration fluorine-containing wastewater by a two-stage iron-carbon adsorption-complexation-co-precipitation process proposed by the present invention, and the present invention cannot be limited by this. In the protection scope of the invention, any equivalent changes or equivalent modifications made on the basis of the technical solution according to the technical idea proposed by the invention still belong to the protection scope of the technical solution of the invention.
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CN110590027A (en) * | 2019-09-04 | 2019-12-20 | 山西晋城无烟煤矿业集团有限责任公司 | Defluorination method for industrial sewage |
CN209957615U (en) * | 2019-05-28 | 2020-01-17 | 北京道成维优环境科技有限公司 | Iron-carbon micro-electrolysis cell and organic fluorine-containing wastewater treatment system comprising same |
CN111499058A (en) * | 2020-05-09 | 2020-08-07 | 辽宁工程技术大学 | Micro-electrolysis-Fenton-lime coagulation combined treatment process of chemical fluoride-containing wastewater |
CN112591982A (en) * | 2020-11-20 | 2021-04-02 | 山东晟旭达环保工程有限公司 | Wastewater treatment process |
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Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN209957615U (en) * | 2019-05-28 | 2020-01-17 | 北京道成维优环境科技有限公司 | Iron-carbon micro-electrolysis cell and organic fluorine-containing wastewater treatment system comprising same |
CN110590027A (en) * | 2019-09-04 | 2019-12-20 | 山西晋城无烟煤矿业集团有限责任公司 | Defluorination method for industrial sewage |
CN111499058A (en) * | 2020-05-09 | 2020-08-07 | 辽宁工程技术大学 | Micro-electrolysis-Fenton-lime coagulation combined treatment process of chemical fluoride-containing wastewater |
CN112591982A (en) * | 2020-11-20 | 2021-04-02 | 山东晟旭达环保工程有限公司 | Wastewater treatment process |
Non-Patent Citations (1)
Title |
---|
微电解及其组合工艺处理难降解废水研究进展;吴琼等;《水处理技术》;20091130;第35卷(第11期);第27-33页 * |
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