CN113526626B - Method for removing pentavalent antimony pollutants in water by using three-dimensional iron-manganese composite electrode - Google Patents
Method for removing pentavalent antimony pollutants in water by using three-dimensional iron-manganese composite electrode Download PDFInfo
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- 239000003344 environmental pollutant Substances 0.000 title claims abstract description 39
- 231100000719 pollutant Toxicity 0.000 title claims abstract description 39
- ZDINGUUTWDGGFF-UHFFFAOYSA-N antimony(5+) Chemical compound [Sb+5] ZDINGUUTWDGGFF-UHFFFAOYSA-N 0.000 title claims abstract description 28
- 238000000034 method Methods 0.000 title claims abstract description 24
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 24
- DALUDRGQOYMVLD-UHFFFAOYSA-N iron manganese Chemical compound [Mn].[Fe] DALUDRGQOYMVLD-UHFFFAOYSA-N 0.000 title claims abstract description 21
- 239000002131 composite material Substances 0.000 title claims abstract description 17
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 85
- 229910052742 iron Inorganic materials 0.000 claims abstract description 43
- PWHULOQIROXLJO-UHFFFAOYSA-N Manganese Chemical compound [Mn] PWHULOQIROXLJO-UHFFFAOYSA-N 0.000 claims abstract description 26
- 229910052748 manganese Inorganic materials 0.000 claims abstract description 26
- 239000011572 manganese Substances 0.000 claims abstract description 26
- 239000002351 wastewater Substances 0.000 claims abstract description 20
- 239000002245 particle Substances 0.000 claims abstract description 16
- 238000005189 flocculation Methods 0.000 claims abstract description 9
- 229910052787 antimony Inorganic materials 0.000 claims description 40
- WATWJIUSRGPENY-UHFFFAOYSA-N antimony atom Chemical compound [Sb] WATWJIUSRGPENY-UHFFFAOYSA-N 0.000 claims description 40
- 230000014759 maintenance of location Effects 0.000 claims description 3
- 230000008569 process Effects 0.000 claims description 3
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- 238000004065 wastewater treatment Methods 0.000 abstract description 2
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- 238000009297 electrocoagulation Methods 0.000 abstract 1
- 238000001179 sorption measurement Methods 0.000 description 7
- 230000000052 comparative effect Effects 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-M hydroxide Chemical compound [OH-] XLYOFNOQVPJJNP-UHFFFAOYSA-M 0.000 description 5
- 238000002474 experimental method Methods 0.000 description 4
- 229920000728 polyester Polymers 0.000 description 3
- 229940058905 antimony compound for treatment of leishmaniasis and trypanosomiasis Drugs 0.000 description 2
- 150000001463 antimony compounds Chemical class 0.000 description 2
- FAWGZAFXDJGWBB-UHFFFAOYSA-N antimony(3+) Chemical compound [Sb+3] FAWGZAFXDJGWBB-UHFFFAOYSA-N 0.000 description 2
- 239000007772 electrode material Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
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- 125000002887 hydroxy group Chemical group [H]O* 0.000 description 2
- NUJOXMJBOLGQSY-UHFFFAOYSA-N manganese dioxide Chemical compound O=[Mn]=O NUJOXMJBOLGQSY-UHFFFAOYSA-N 0.000 description 2
- 229910001437 manganese ion Inorganic materials 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- YPFNIPKMNMDDDB-UHFFFAOYSA-K 2-[2-[bis(carboxylatomethyl)amino]ethyl-(2-hydroxyethyl)amino]acetate;iron(3+) Chemical compound [Fe+3].OCCN(CC([O-])=O)CCN(CC([O-])=O)CC([O-])=O YPFNIPKMNMDDDB-UHFFFAOYSA-K 0.000 description 1
- 206010007269 Carcinogenicity Diseases 0.000 description 1
- CWYNVVGOOAEACU-UHFFFAOYSA-N Fe2+ Chemical compound [Fe+2] CWYNVVGOOAEACU-UHFFFAOYSA-N 0.000 description 1
- 229910021578 Iron(III) chloride Inorganic materials 0.000 description 1
- 229910021380 Manganese Chloride Inorganic materials 0.000 description 1
- GLFNIEUTAYBVOC-UHFFFAOYSA-L Manganese chloride Chemical compound Cl[Mn]Cl GLFNIEUTAYBVOC-UHFFFAOYSA-L 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000007059 acute toxicity Effects 0.000 description 1
- 231100000403 acute toxicity Toxicity 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- CYUOWZRAOZFACA-UHFFFAOYSA-N aluminum iron Chemical compound [Al].[Fe] CYUOWZRAOZFACA-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007670 carcinogenicity Effects 0.000 description 1
- 231100000260 carcinogenicity Toxicity 0.000 description 1
- 239000003054 catalyst Substances 0.000 description 1
- 125000002091 cationic group Chemical group 0.000 description 1
- 150000001768 cations Chemical class 0.000 description 1
- 238000005119 centrifugation Methods 0.000 description 1
- 238000009388 chemical precipitation Methods 0.000 description 1
- 238000000975 co-precipitation Methods 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000011978 dissolution method Methods 0.000 description 1
- 229940079593 drug Drugs 0.000 description 1
- 238000004043 dyeing Methods 0.000 description 1
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- 238000003487 electrochemical reaction Methods 0.000 description 1
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- 230000002708 enhancing effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
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- 229910001385 heavy metal Inorganic materials 0.000 description 1
- 150000004679 hydroxides Chemical class 0.000 description 1
- 238000005342 ion exchange Methods 0.000 description 1
- -1 iron ions Chemical class 0.000 description 1
- RBTARNINKXHZNM-UHFFFAOYSA-K iron trichloride Chemical compound Cl[Fe](Cl)Cl RBTARNINKXHZNM-UHFFFAOYSA-K 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 235000002867 manganese chloride Nutrition 0.000 description 1
- 239000011565 manganese chloride Substances 0.000 description 1
- 229940099607 manganese chloride Drugs 0.000 description 1
- 229940099596 manganese sulfate Drugs 0.000 description 1
- 235000007079 manganese sulphate Nutrition 0.000 description 1
- 239000011702 manganese sulphate Substances 0.000 description 1
- WPBNNNQJVZRUHP-UHFFFAOYSA-L manganese(2+);methyl n-[[2-(methoxycarbonylcarbamothioylamino)phenyl]carbamothioyl]carbamate;n-[2-(sulfidocarbothioylamino)ethyl]carbamodithioate Chemical compound [Mn+2].[S-]C(=S)NCCNC([S-])=S.COC(=O)NC(=S)NC1=CC=CC=C1NC(=S)NC(=O)OC WPBNNNQJVZRUHP-UHFFFAOYSA-L 0.000 description 1
- SQQMAOCOWKFBNP-UHFFFAOYSA-L manganese(II) sulfate Chemical compound [Mn+2].[O-]S([O-])(=O)=O SQQMAOCOWKFBNP-UHFFFAOYSA-L 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910021645 metal ion Inorganic materials 0.000 description 1
- 238000001000 micrograph Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000035484 reaction time Effects 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000004753 textile Substances 0.000 description 1
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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
- C02F1/463—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis by electrocoagulation
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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
- C02F1/46104—Devices therefor; Their operating or servicing
- C02F1/46109—Electrodes
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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
- C02F1/467—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis by electrochemical disinfection; by electrooxydation or by electroreduction
- C02F1/4676—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis by electrochemical disinfection; by electrooxydation or by electroreduction by electroreduction
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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
- C02F1/467—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis by electrochemical disinfection; by electrooxydation or by electroreduction
- C02F1/4676—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis by electrochemical disinfection; by electrooxydation or by electroreduction by electroreduction
- C02F1/4678—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis by electrochemical disinfection; by electrooxydation or by electroreduction by electroreduction of metals
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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
- C02F1/46104—Devices therefor; Their operating or servicing
- C02F1/46109—Electrodes
- C02F2001/46133—Electrodes characterised by the material
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- 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
- C02F2101/20—Heavy metals or heavy metal compounds
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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
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/30—Nature of the water, waste water, sewage or sludge to be treated from the textile industry
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- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
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Abstract
Description
技术领域technical field
本发明涉及废水处理技术领域,具体涉及一种三维铁锰复合电极去除水中五价锑污染物的方法。The invention relates to the technical field of wastewater treatment, in particular to a method for removing pentavalent antimony pollutants in water by a three-dimensional iron-manganese composite electrode.
背景技术Background technique
近年来,印染行业重金属锑问题成为污染防治中面临的新挑战。作为纺织行业原材料聚酯纤维(即涤纶工业丝)生产过程中常用的催化剂,锑化合物常残留在涤纶织物面料中,并在后续工序中大量释放。研究证明,锑及其化合物对生物体具有慢、急性毒害和致癌性,已被各国列入优先控制污染物范畴。目前,去除水中锑污染物等常用方法有化学沉淀法、吸附法、离子交换法等。与三价锑相比,五价锑电负性大,溶解度高,更加难以去除。In recent years, the problem of heavy metal antimony in the printing and dyeing industry has become a new challenge in pollution prevention and control. As a catalyst commonly used in the production process of raw polyester fiber (ie polyester industrial yarn) in the textile industry, antimony compounds often remain in polyester fabrics and are released in large quantities in subsequent processes. Studies have shown that antimony and its compounds have slow, acute toxicity and carcinogenicity to organisms, and have been listed as priority pollutants in various countries. At present, the commonly used methods for removing antimony pollutants in water include chemical precipitation, adsorption, ion exchange, etc. Compared with trivalent antimony, pentavalent antimony has high electronegativity and high solubility, making it more difficult to remove.
电絮凝技术是近来水处理研究领域的热点,电絮凝技术是指在外加电场的作用下,电极发生电化学反应。金属阳极产生具有絮凝特性的阳离子,并且在溶液中水解、聚合形成一系列氢氧化物或多核羟基络合物,通过吸附、共沉淀与气浮作用去除锑污染物,目前常用的电极材料有铁、铝两种,多为板状或棒状。Electroflocculation technology is a hot spot in the field of water treatment research recently. Electroflocculation technology refers to the electrochemical reaction of electrodes under the action of an external electric field. The metal anode produces cations with flocculation properties, which are hydrolyzed and polymerized in solution to form a series of hydroxides or polynuclear hydroxyl complexes. Antimony pollutants are removed by adsorption, co-precipitation and air flotation. Currently, the commonly used electrode materials are iron , aluminum two, mostly plate or rod.
一些学者关注了电极组合方式对絮体结构的影响。结果表明,铝铁电极联用能提高去除效率,且电絮凝产物具有更好的结晶态。有研究者在含锑废水中投加硫酸锰或氯化锰溶液,获得了较好的除锑效果。但是额外加药增加了操作难度,提高了去除成本。Some scholars have paid attention to the effect of electrode combination on the floc structure. The results show that the combined use of aluminum-iron electrodes can improve the removal efficiency, and the electroflocculation product has a better crystalline state. Some researchers added manganese sulfate or manganese chloride solution to the waste water containing antimony, and obtained a good antimony removal effect. However, additional dosing increases the difficulty of operation and increases the cost of removal.
CN 106746058 A公开了一种去除废水中五价锑的方法,其中结合电化学法处理的优点,利用工作电极现将五价锑还原成三价,甚至部分还原成零价锑,再利用混凝法采用氯化高铁作为絮凝剂进一步去除废水中含锑化合物。CN 106746058 A discloses a method for removing pentavalent antimony in waste water, in which combined with the advantages of electrochemical treatment, the pentavalent antimony is now reduced to trivalent or even partially reduced to zero-valent antimony by using the working electrode, and then the coagulation The method uses ferric chloride as a flocculant to further remove antimony compounds in wastewater.
同样CN 104724797 A公开了一种锰离子强化电化学去除水中五价锑污染物的方法,利用阳离子溶解方法产生亚铁和铁离子,与外加的锰离子组合,有效还原五价锑污染物,同时生成二氧化锰可强化电絮凝作用,从而使水中锑污染物有效去除。Likewise CN 104724797 A discloses a method for enhancing electrochemical removal of pentavalent antimony pollutants in water by manganese ions, utilizing a cationic dissolution method to generate ferrous and iron ions, and combining with external manganese ions to effectively reduce pentavalent antimony pollutants, and simultaneously The generation of manganese dioxide can strengthen the electroflocculation, so that the antimony pollutants in the water can be effectively removed.
但这样的方法一方面效果会受到五价锑还原程度的影响,另一方面添加絮凝剂也会增加成本。However, on the one hand, the effect of such a method will be affected by the reduction degree of pentavalent antimony, and on the other hand, adding a flocculant will also increase the cost.
发明内容SUMMARY OF THE INVENTION
本发明针对现有技术中对废水中五价锑污染物去除方法存在效果不理想,需要投加絮凝剂,成本较高,提供一种利用三维铁锰复合电极强化电絮凝效果去除水中五价锑污染物的方法,该方法简化药品的投加环节,降低处理成本,且能有效的去除废水中的五价锑污染物。Aiming at the unsatisfactory effect of the prior art method for removing pentavalent antimony pollutants in wastewater, the need to add flocculants, and the high cost, the invention provides a method for removing pentavalent antimony in water by utilizing a three-dimensional iron-manganese composite electrode to enhance the effect of electric flocculation The method for pollutants, the method simplifies the adding link of medicines, reduces the treatment cost, and can effectively remove the pentavalent antimony pollutants in the wastewater.
为实现上述目的,本发明采用的技术方案是:For achieving the above object, the technical scheme adopted in the present invention is:
一种三维铁锰复合电极去除水中五价锑污染物的方法,包括如下步骤:A method for removing pentavalent antimony pollutants in water by a three-dimensional iron-manganese composite electrode, comprising the following steps:
将铁、锰颗粒混合作为阳极、铁板为阴极作为制备电絮凝反应器,处理含五价锑污染物的废水。The iron and manganese particles are mixed as the anode, and the iron plate is used as the cathode to prepare the electroflocculation reactor to treat the wastewater containing pentavalent antimony pollutants.
本发明的出发原理在于:利用铁、锰颗粒制备的铁锰复合电极在通电条件下,产生具有两性表面羟基的三维铁锰双氢氧化物絮体,其具有比表面积大,吸附容量大等优势,可以有效吸附锑污染物。同时,与传统的电极形态相比,三维多孔介质电极可以使电极材料与水流有更大的接触面积,提高电絮凝产物产量。提升絮体有效碰撞的频率,增大絮凝体粒径,增强电絮凝作用,从而有效的去除水中锑污染物,同时产生的絮体易于气浮,能够有利于高效固液分离,提高锑污染物的去除效率。The starting principle of the present invention is: the iron-manganese composite electrode prepared by using iron and manganese particles produces three-dimensional iron-manganese double hydroxide flocs with amphoteric surface hydroxyl groups under the condition of electrification, which has the advantages of large specific surface area and large adsorption capacity. , which can effectively adsorb antimony pollutants. At the same time, compared with the traditional electrode morphology, the three-dimensional porous dielectric electrode can make the electrode material have a larger contact area with the water flow and improve the yield of electroflocculation products. Increase the frequency of effective collision of flocs, increase the particle size of flocs, and enhance the effect of electro-flocculation, thereby effectively removing antimony pollutants in water. removal efficiency.
发明人在研究中发现本发明中铁、锰颗粒混合的阳极,能够具有强有力的吸附效果,方便产生絮体的收集和去除。The inventor found in the research that the anode with iron and manganese particles mixed in the present invention can have a strong adsorption effect, which is convenient for the collection and removal of flocs.
其中铁、锰颗粒的体积比为7:3~19:1,优选地,铁、锰颗粒的体积比为7:3~5:1,其中最优选地,铁锰体积比为8:2时,絮凝体比表面积最大,去除效率最高。The volume ratio of iron and manganese particles is 7:3 to 19:1, preferably, the volume ratio of iron and manganese particles is 7:3 to 5:1, and most preferably, when the volume ratio of iron and manganese is 8:2 , the floc has the largest specific surface area and the highest removal efficiency.
优选地,铁、锰颗粒的粒径均为20~50cm。Preferably, the particle sizes of the iron and manganese particles are both 20-50 cm.
所述电絮凝反应器处理废水时,施加的电流为0.20~0.35A。低于0.20A将导致去除不充分,电流过高将会引起不必要的能耗损失。When the electro-flocculation reactor treats wastewater, the applied current is 0.20-0.35A. Less than 0.20A will result in insufficient removal, and excessive current will cause unnecessary energy loss.
所述电絮凝反应器处理废水时,水力停留时间为30min以上,低于30min将导致去除不充分。When the electro-flocculation reactor treats wastewater, the hydraulic retention time is more than 30min, and less than 30min will lead to insufficient removal.
优选地,所述电絮凝反应器处理废水时,水力停留时间为60~90min,去除时间过长,电解时间过长,将产生过多金属离子,造成二次污染。Preferably, when the electro-flocculation reactor treats waste water, the hydraulic retention time is 60-90 min. If the removal time is too long, and the electrolysis time is too long, too many metal ions will be generated, causing secondary pollution.
所述阳极和阴极的间距为0.5~2cm,优选1cm。The distance between the anode and the cathode is 0.5-2 cm, preferably 1 cm.
当待处理含锑污染物废水体积为2L时,阳极的体积至少为260mL。When the volume of the waste water containing antimony pollutants to be treated is 2L, the volume of the anode is at least 260mL.
与现有技术相比,本发明具有以下有益效果:Compared with the prior art, the present invention has the following beneficial effects:
本发明的方法无需投加任何絮凝剂,含锑污染物的去除成本降低,在处理过程中无需将五价锑还原成三价锑污染物,处理效果不受还原程度的影响;该方法中絮体易于气浮,具有高效固液分离特征。且通过铁锰复合电极的作用一方面可以有效提高五价锑等污染物的去除效率,同时在反应后溶液中铁锰的含量也很低,无二次污染的危害,非常适合工业推广应用。The method of the invention does not need to add any flocculant, the removal cost of antimony-containing pollutants is reduced, the pentavalent antimony does not need to be reduced to trivalent antimony pollutants in the treatment process, and the treatment effect is not affected by the reduction degree; The body is easy to float and has the characteristics of high-efficiency solid-liquid separation. And through the effect of the iron-manganese composite electrode, the removal efficiency of pentavalent antimony and other pollutants can be effectively improved on the one hand, and the content of iron and manganese in the solution after the reaction is also very low, and there is no harm of secondary pollution, which is very suitable for industrial application.
附图说明Description of drawings
图1为实施例1与对比例1中锑污染物去除率随时间变化图。FIG. 1 is a graph showing the variation of the removal rate of antimony pollutants with time in Example 1 and Comparative Example 1. FIG.
图2为实施例1中铁锰复合双氢氧化物絮体和对比例1中铁絮体的SEM扫描电镜图;其中(a)为铁锰复合双氢氧化物絮体;(b)为铁絮体呈颗粒状。Fig. 2 is the SEM scanning electron microscope image of iron-manganese composite double hydroxide flocs in Example 1 and iron flocs in Comparative Example 1; wherein (a) is iron-manganese composite double hydroxide flocs; (b) is iron flocs Granular.
图3为实施例2中不同电电流密度下锑污染物去除率随时间变化图。FIG. 3 is a graph showing the variation of the removal rate of antimony pollutants with time under different electric current densities in Example 2. FIG.
图4为实施例3中不同铁锰比例下锑污染物去除率随时间变化图。FIG. 4 is a graph showing the variation of the removal rate of antimony pollutants with time under different ratios of iron and manganese in Example 3. FIG.
图5为实施例4中不同铁锰比例下锑污染物去除率随时间变化图。FIG. 5 is a graph showing the variation of the removal rate of antimony pollutants with time under different ratios of iron and manganese in Example 4. FIG.
具体实施方式Detailed ways
为了使本发明的目的、技术方案及优点更加清楚明白,以下结合实施例,对本发明进行进一步详细说明。应当理解,此处所描述的具体实施例仅仅用以解释本发明,并不用于限定本发明。本领域技术人员在理解本发明的技术方案基础上进行修改或等同替换,而未脱离本发明技术方案的精神和范围,均应涵盖在本发明的保护范围内。In order to make the objectives, technical solutions and advantages of the present invention clearer, the present invention will be further described in detail below with reference to the embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention, but not to limit the present invention. Those skilled in the art can make modifications or equivalent replacements on the basis of understanding the technical solutions of the present invention, without departing from the spirit and scope of the technical solutions of the present invention, and all should be included within the protection scope of the present invention.
实施例1Example 1
在电化学反应器中,将铁、锰颗粒混合作为阳极、铁板作为阴极。采用直流电源进行供电,电流密度为0.35A,铁锰体积比8:2,阳极体积与待处理水体积比为260ml/2L,极板间距为1cm。配制含锑废水,其中五价锑浓度为1mg/L,调节水的pH值至6.5,将待处理的水泵入电化学反应器中,接通电源,开始反应。处理时间为60分钟时,锑去除率达到95.19%,处理时间为90分钟时,锑去除率达到98.74%。In the electrochemical reactor, the iron and manganese particles are mixed as the anode and the iron plate as the cathode. The DC power supply is used for power supply, the current density is 0.35A, the volume ratio of iron and manganese is 8:2, the volume ratio of anode volume to water to be treated is 260ml/2L, and the distance between the plates is 1cm. Prepare antimony-containing wastewater, wherein the pentavalent antimony concentration is 1mg/L, adjust the pH value of the water to 6.5, pump the water to be treated into the electrochemical reactor, turn on the power supply, and start the reaction. When the treatment time is 60 minutes, the antimony removal rate reaches 95.19%, and when the treatment time is 90 minutes, the antimony removal rate reaches 98.74%.
对比例1Comparative Example 1
采用铁颗粒制备三维铁电极,作为阳极替换实施例1中铁锰复合电极,其他条件与实施例1相同,测试废水中五价锑污染物的处理效果。处理时间为60分钟时,锑去除率达到81.8%,处理时间为90分钟时,锑去除率达到94.45%。A three-dimensional iron electrode was prepared by using iron particles, which was used as an anode to replace the iron-manganese composite electrode in Example 1. Other conditions were the same as in Example 1, and the treatment effect of pentavalent antimony pollutants in wastewater was tested. When the treatment time is 60 minutes, the antimony removal rate reaches 81.8%, and when the treatment time is 90 minutes, the antimony removal rate reaches 94.45%.
实施例1和对比例1对锑污染物的去除效果比较如图1所示。Figure 1 shows a comparison of the removal effects of Example 1 and Comparative Example 1 on antimony pollutants.
将实施例1制备的铁锰复合双氢氧化物絮体和对比例1制备的铁絮体进行微观观察,其SEM扫描结果如图2所示,其中(a)为铁锰复合双氢氧化物絮体,其结构呈六边形片状,比表面积更大,具有更多的表面活性吸附点;而(b)中铁絮体呈颗粒状,堆积精密,比表面积较小,这也是造成两者去除锑污染物效果差异的主要原因。而实验过程中发现反应时间相同时,使用铁锰电极,观察到反应器中溶液较为澄清,表面的浮渣层明显较厚,说明气浮效果好,分离能力强。The iron-manganese composite double hydroxide flocs prepared in Example 1 and the iron flocs prepared in Comparative Example 1 were observed microscopically. The SEM scanning results are shown in Figure 2, where (a) is the iron-manganese composite double hydroxide. The floc has a hexagonal sheet-like structure with a larger specific surface area and more surface active adsorption points; while the iron floc in (b) is granular, has a precise accumulation and a small specific surface area, which is also the reason for the two The main reason for the difference in the removal of antimony contaminants. During the experiment, it was found that when the reaction time was the same, the iron-manganese electrode was used, and it was observed that the solution in the reactor was relatively clear, and the scum layer on the surface was obviously thicker, indicating that the air flotation effect was good and the separation ability was strong.
实施例2Example 2
在电化学反应器中,将铁、锰颗粒混合作为阳极、铁板作为阴极。采用直流电源进行供电,实验设四个对照组,电流密度分别为0.20A、0.25A、0.30A、0.35A,阳极体积与待处理水体积比为260ml/2L,极板间距为1cm。配制含锑废水,其中五价锑浓度为1mg/L,调节水的pH值至6.5,将待处理的水泵入电化学反应器中,接通电源,开始反应。结果如图3所示,处理时间为60分钟时,电流密度0.20A下锑去除率最低,为76.24%,电流密度0.35A下锑去除率最高,为95.19%;处理时间为90分钟时,电流密度0.20A下锑去除率最低,为80.98%,电流密度0.35A下锑去除率最高,为98.74%。可见电流密度过小锑污染物的去除效率会较低,但电流密度过大也将导致锑污染物去除效果不够理想。In the electrochemical reactor, the iron and manganese particles are mixed as the anode and the iron plate as the cathode. The DC power supply was used for power supply. Four control groups were set up in the experiment. The current densities were 0.20A, 0.25A, 0.30A and 0.35A respectively. Prepare antimony-containing wastewater, wherein the pentavalent antimony concentration is 1mg/L, adjust the pH value of the water to 6.5, pump the water to be treated into the electrochemical reactor, turn on the power supply, and start the reaction. The results are shown in Figure 3. When the treatment time is 60 minutes, the antimony removal rate is the lowest at 0.20A, which is 76.24%, and the antimony removal rate is the highest at 0.35A, which is 95.19%. When the treatment time is 90 minutes, the current The antimony removal rate was the lowest under the density of 0.20A, which was 80.98%, and the antimony removal rate was the highest under the current density of 0.35A, which was 98.74%. It can be seen that the removal efficiency of antimony pollutants will be lower if the current density is too small, but the removal effect of antimony pollutants will also be unsatisfactory if the current density is too large.
实施例3Example 3
在电化学反应器中,将铁、锰颗粒混合作为阳极、铁板作为阴极。采用直流电源进行供电,实验设四个对照组,铁锰体积比分别为7:3;8:2;9:1;19:1,阳极体积与待处理水体积比为260ml/2L,电流密度为0.35A,极板间距为1cm。配制含锑废水,其中五价锑浓度为1mg/L,调节水的pH值至6.5,将待处理的水泵入电化学反应器中,接通电源,开始反应。结果如图4所示,处理时间为60分钟时,当铁锰体积比为7:3时,锑去除率最低,为90.03%,铁锰体积比为8:2时锑去除率最高,为95.19%,处理时间为90分钟时,铁锰体积比为19:1时锑去除率最低,为96.76%,铁锰体积比为8:2时锑去除率最高,为98.74%。综合来看当铁的含量逐渐增加,锑污染物的去除效率呈现先增大后降低的情况,因此两者比例控制在最佳的范围内,才能获得最好的锑污染物处理效果。In the electrochemical reactor, the iron and manganese particles are mixed as the anode and the iron plate as the cathode. DC power supply was used for power supply. Four control groups were set up in the experiment. The volume ratios of iron and manganese were 7:3; 8:2; 9:1; 19:1; the volume ratio of anode to water to be treated was 260ml/2L; is 0.35A, and the distance between the plates is 1cm. The antimony-containing wastewater was prepared, wherein the pentavalent antimony concentration was 1 mg/L, the pH value of the water was adjusted to 6.5, the water to be treated was pumped into the electrochemical reactor, the power was turned on, and the reaction was started. The results are shown in Figure 4. When the treatment time is 60 minutes, when the volume ratio of iron and manganese is 7:3, the antimony removal rate is the lowest, which is 90.03%, and when the volume ratio of iron and manganese is 8:2, the removal rate of antimony is the highest, which is 95.19 %, when the treatment time is 90 minutes, the antimony removal rate is the lowest when the iron-manganese volume ratio is 19:1, which is 96.76%, and the antimony removal rate is the highest when the iron-manganese volume ratio is 8:2, which is 98.74%. On the whole, when the iron content gradually increases, the removal efficiency of antimony pollutants first increases and then decreases. Therefore, the best antimony pollutant treatment effect can be obtained by controlling the ratio of the two in the optimal range.
实施例4Example 4
为了验证铁锰絮体的吸附效果强于铁絮体,在实施例3的不同铁锰比例下,反应结束后,离心收集絮体,进行再吸附实验。在100ml Sb(V)初始浓度为1mg/L,ph=6.5的废水中加入1g絮体,使用转速为500r/min的磁力搅拌器搅拌,使絮体在烧杯中分散均匀,去除率随时间的变化如图5所示。其中可以明显看出铁锰混合的体系,其中锑污染物的效率远高于铁体系,具体数据也如表1所示,吸附1h后,铁锰絮体的去除率均大于60%,铁絮体去除率仅20.87%。In order to verify that the adsorption effect of iron and manganese flocs is stronger than that of iron flocs, under different ratios of iron and manganese in Example 3, after the reaction, the flocs were collected by centrifugation, and a re-adsorption experiment was carried out. Add 1 g of flocs to 100 ml of wastewater with an initial concentration of Sb(V) of 1 mg/L and pH=6.5, and stir with a magnetic stirrer with a rotating speed of 500 r/min to make the flocs evenly dispersed in the beaker, and the removal rate increases with time. The changes are shown in Figure 5. It can be clearly seen that the mixed system of iron and manganese, in which the efficiency of antimony pollutants is much higher than that of iron system. The body removal rate is only 20.87%.
表1不同铁锰比例下锑污染物去除率Table 1 Removal rate of antimony pollutants under different ratios of iron and manganese
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