CN110075802B - Iron oxide loaded activated carbon and synthesis method and application thereof - Google Patents

Iron oxide loaded activated carbon and synthesis method and application thereof Download PDF

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CN110075802B
CN110075802B CN201910471400.3A CN201910471400A CN110075802B CN 110075802 B CN110075802 B CN 110075802B CN 201910471400 A CN201910471400 A CN 201910471400A CN 110075802 B CN110075802 B CN 110075802B
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胡春
邢学辞
吕来
高耀文
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Guangzhou University
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Abstract

The invention belongs to the field of water treatment, and discloses iron oxide loaded activated carbon and a synthesis method and application thereof. The synthesis method comprises the following steps: and (3) dipping the activated carbon in an aqueous solution of an iron source, carrying out ultrasonic treatment, then evaporating to dryness and roasting to obtain the iron oxide loaded activated carbon. The synthesis method brings Fe load, Fe-O-C bond generation and fiber filamentous structure formation in the pore channel; the active carbon has large specific surface area, organic pollutants are more fully adsorbed in the pore canal of the active carbon, the extracellular electron transfer rate of the attached and growing microorganism is accelerated, and the formation of a biological film is promoted. The invention not only reduces the disinfection by-products and pathogenic microorganisms in the factory water, but also has the function of inhibiting the generation of the disinfection by-products and the regrowth of the pathogenic microorganisms in the subsequent tap water pipe network.

Description

一种铁氧化物负载的活性炭及其合成方法与应用A kind of iron oxide supported activated carbon and its synthesis method and application

技术领域technical field

本发明属于水处理领域,特别涉及一种铁氧化物负载的活性炭及其合成方法与应用。The invention belongs to the field of water treatment, and particularly relates to an iron oxide-supported activated carbon and a synthesis method and application thereof.

背景技术Background technique

近年来,饮用水管网的微生物问题逐渐受到社会关注。一般来讲,居民用户的龙头水相比自来水厂的出厂水,由于管网中微生物的再生长,水质明显恶化。为了减少此危害,在20世纪引入了氯消毒剂,因为其成本较低且在整个管网中始终保持一定的余氯浓度得以持续杀菌。然而氯消毒剂可以和水中的天然有机物反应,产生一系列有害的消毒副产物例如三卤甲烷和卤乙酸,对人体产生致癌作用。In recent years, the microbial problem of drinking water pipeline network has gradually attracted social attention. Generally speaking, compared with the outgoing water of the waterworks, the water quality of the tap water of residential users deteriorates significantly due to the regrowth of microorganisms in the pipe network. To reduce this hazard, chlorine disinfectants were introduced in the 20th century because of their low cost and continuous sterilization by maintaining a certain residual chlorine concentration throughout the pipe network. However, chlorine disinfectants can react with natural organic matter in water to produce a series of harmful disinfection by-products such as trihalomethanes and haloacetic acids, which are carcinogenic to humans.

最近,饮用水管网中大量生长的条件致病菌例如Mycobacterium avium,Legionella pneumophila和Hartmanella vermiformis等成为了公众关注的新焦点。不同于易被氯消毒剂杀死的肠道微生物,条件致病菌可以在管网中很好地生存,扩增和繁殖甚至在很高的消毒剂浓度下,因为其具有一系列的优势包括容易形成生物膜、产生大量胞外多聚物、抗寡营养性等。Recently, opportunistic pathogens such as Mycobacterium avium, Legionella pneumophila and Hartmanella vermiformis that are abundant in drinking water networks have become a new focus of public attention. Unlike gut microbes that are easily killed by chlorine disinfectants, opportunistic pathogens can survive well in pipe networks, multiply and multiply even at very high concentrations of disinfectants because of a range of advantages including It is easy to form biofilm, produce a large number of extracellular polymers, and resist oligotrophy.

为提高饮用水水质,臭氧-生物活性炭组合工艺作为饮用水厂的深度处理手段被广泛应用。臭氧已经被证实可以氧化消毒副产物前驱体、去除嗅味物质、灭活致病微生物和提高有机物的可生化性,同时对后续生物活性炭的微生物代谢活性起到了促进作用。生物活性炭可以显著地去除有机污染物以及消毒副产物前驱体,同时截留了大部分致病菌。In order to improve drinking water quality, ozone-biological activated carbon combined process is widely used as an advanced treatment method in drinking water plants. Ozone has been proven to oxidize the precursors of disinfection by-products, remove odorants, inactivate pathogenic microorganisms, and improve the biodegradability of organic matter, while promoting the microbial metabolic activity of subsequent bio-activated carbons. Biological activated carbon can significantly remove organic pollutants and disinfection by-product precursors, while retaining most of the pathogenic bacteria.

然而臭氧-生物活性炭组合技术也存在一定缺陷,比如臭氧氧化有机物过程会形成新的消毒副产物前驱体。生物活性炭高效去除有机污染物的同时,脱落的生物膜和溶解性微生物代谢产物同样可以作为消毒副产物前驱体,后者更是会对人体造成危害。此外,脱落的生物膜中含有大量的致病性微生物,较为成熟的生物膜结构对微生物起着保护作用,进入到管网后难以被氯消毒剂灭活,并得以再生长。尽管自来水出厂水的大多数微生物在加氯消毒后遭到了灭活,但是经管网输配之后龙头水中的致病微生物并没有得到有效控制,消毒副产物仍会继续生成。如果能将过渡金属氧化物负载到活性炭表面进行改性,形成金属氧键增强有机物的络合以及微生物胞外电子传递速率,且让活性炭表面的生物膜结构更优良,改善活性炭出水的有机物、生物膜形态以及微生物群落结构,进而保障后续管网中的水质稳定性,则可以同时解决龙头水的消毒副产物和致病微生物问题。However, the combined ozone-biological activated carbon technology also has certain defects, such as the formation of new precursors of disinfection by-products in the process of ozone oxidation of organic matter. While biological activated carbon efficiently removes organic pollutants, the shed biofilm and soluble microbial metabolites can also be used as precursors of disinfection by-products, and the latter can cause harm to the human body. In addition, the shed biofilm contains a large number of pathogenic microorganisms, and the relatively mature biofilm structure plays a protective role for the microorganisms. After entering the pipe network, it is difficult to be inactivated by chlorine disinfectants and can grow again. Although most of the microorganisms in the tap water factory water have been inactivated after chlorination disinfection, the pathogenic microorganisms in the tap water have not been effectively controlled after being transported through the pipe network, and disinfection by-products will continue to be generated. If the transition metal oxides can be loaded on the surface of activated carbon for modification, metal-oxygen bonds can be formed to enhance the complexation of organic matter and the rate of extracellular electron transfer of microorganisms, and the biofilm structure on the surface of activated carbon can be better. Membrane morphology and microbial community structure, thereby ensuring the water quality stability in the subsequent pipe network, can simultaneously solve the problems of disinfection by-products and pathogenic microorganisms in tap water.

发明内容SUMMARY OF THE INVENTION

为了克服上述现有技术的缺点与不足,本发明的首要目的在于提供一种铁氧化物负载的活性炭的合成方法。该方法以普通的活性炭作为基体,通过浸渍到铁源中、蒸干、煅烧三步合成目标新型活性炭。In order to overcome the above-mentioned shortcomings and deficiencies of the prior art, the primary purpose of the present invention is to provide a method for synthesizing an iron oxide-supported activated carbon. The method uses ordinary activated carbon as a matrix, and synthesizes the target new activated carbon through three steps of impregnation into iron source, evaporation to dryness and calcination.

本发明另一目的在于提供上述方法制备的铁氧化物负载的活性炭,上述的合成方法带来Fe的负载、Fe-O-C键的产生以及孔道内纤维丝状结构的形成;该活性炭具有大的比表面积,有机污染物更充分地吸附在活性炭孔道内,附着生长的微生物胞外电子传递速率被加快,生物膜的形成得到促进。Another object of the present invention is to provide an iron oxide-supported activated carbon prepared by the above-mentioned method, and the above-mentioned synthesis method brings about the loading of Fe, the generation of Fe-O-C bonds and the formation of fibrous filamentous structures in the pores; the activated carbon has a large specific gravity. Surface area, organic pollutants are more fully adsorbed in the activated carbon pores, the extracellular electron transfer rate of the attached and growing microorganisms is accelerated, and the formation of biofilms is promoted.

本发明的再一目的在于提供上述的铁氧化物负载的活性炭在抑制自来水管网出水中的消毒副产物和致病微生物的应用,这种抑制效果普通的活性炭并不具备。Another object of the present invention is to provide the application of the above-mentioned iron oxide-supported activated carbon in inhibiting disinfection by-products and pathogenic microorganisms in the effluent of the tap water pipe network, which ordinary activated carbon does not possess.

本发明的目的通过下述方案实现:The object of the present invention is realized through the following scheme:

一种铁氧化物负载的活性炭的合成方法,包括以下步骤:将活性炭浸渍在铁源的水溶液中,超声处理,然后蒸干、焙烧,即得铁氧化物负载的活性炭。A method for synthesizing activated carbon supported by iron oxides, comprising the following steps: immersing the activated carbon in an aqueous solution of an iron source, ultrasonically treating, then evaporating to dryness and roasting to obtain the activated carbon supported by iron oxides.

所述的活性炭为椰壳活性炭、煤质活性炭、木质活性炭、竹质活性炭中的一种,优选为椰壳活性炭;The activated carbon is one of coconut shell activated carbon, coal activated carbon, wood activated carbon and bamboo activated carbon, preferably coconut shell activated carbon;

所述的活性炭直径为0.5~3mm,优选为1.2mm;The diameter of the activated carbon is 0.5 to 3 mm, preferably 1.2 mm;

所述的铁源为六水氯化铁(FeCl3·6H2O)和九水硝酸铁(FeNO3·9H2O)中的一种,优选为六水氯化铁(FeCl3·6H2O);Described iron source is a kind of in ferric chloride hexahydrate (FeCl 3 .6H 2 O) and ferric nitrate nonahydrate (FeNO 3 .9H 2 O), preferably ferric chloride hexahydrate (FeCl 3 .6H 2 ) . O);

所述的铁源水溶液的浓度为15~25g/L,优选为20g/L。The concentration of the iron source aqueous solution is 15-25 g/L, preferably 20 g/L.

所述的活性炭和铁源水溶液的用量满足:每1g的活性炭对应浸泡在(2~4)mL的铁源水溶液中,优选为每1g的活性炭对应浸泡在3mL的铁源水溶液中;The dosages of the activated carbon and the iron source aqueous solution meet the following requirements: every 1 g of activated carbon is immersed in (2-4) mL of an iron source aqueous solution, preferably every 1 g of activated carbon is immersed in 3 mL of an iron source aqueous solution;

所述的超声处理是指在300W功率超声处理0.5~1.5小时,优选为在300W功率超声处理1小时。超声处理主要是促进铁盐分散在活性炭发达的孔隙中,利于孔道中纤维丝状结构铁氧化物的形成,该结构必不可少,显著增强有机物吸附和微生物附着生长的位点,并且提高微生物胞外电子传递速率。The ultrasonic treatment refers to ultrasonic treatment at a power of 300W for 0.5 to 1.5 hours, preferably ultrasonic treatment at a power of 300W for 1 hour. Ultrasonic treatment mainly promotes the dispersion of iron salts in the developed pores of activated carbon, which is conducive to the formation of fibrous filamentous structure iron oxides in the pores. External electron transfer rate.

所述的蒸干是指在75~95℃下蒸干;Described evaporation to dryness refers to evaporation to dryness at 75-95°C;

所述的焙烧的升温速率小于20℃/min,优选为5℃/min;所述的焙烧温度为200~400℃,优选为300℃;所述的焙烧时间为0.5~2h,优选为1h;The heating rate of the roasting is less than 20°C/min, preferably 5°C/min; the roasting temperature is 200-400°C, preferably 300°C; the roasting time is 0.5-2h, preferably 1h;

所述的活性炭在浸渍到铁源的水溶液之前,还包括一个预处理步骤,预处理的目的有两个,一是去除杂质,二是活化活性炭表面基团,更利于合成过程中表面炭材料与铁氧化物成键,Fe-O-C键的形成必不可少。预处理步骤具体包括以下步骤:将活性炭依次浸渍在碱性水溶液和酸性水溶液中,然后用水洗涤,烘干备用;The activated carbon also includes a pretreatment step before being impregnated into the aqueous solution of the iron source. The pretreatment has two purposes, one is to remove impurities, and the other is to activate the surface groups of the activated carbon, which is more conducive to the surface carbon material and the synthesis process. The formation of Fe-O-C bonds is essential for the formation of iron oxide bonds. The pretreatment step specifically includes the following steps: sequentially immersing the activated carbon in an alkaline aqueous solution and an acidic aqueous solution, then washing with water, and drying for subsequent use;

所述的碱性水溶液优选为50~150g/L的氢氧化钠水溶液,优选为100g/L的氢氧化钠水溶液;所述的在碱性水溶液中浸渍的时间为0.5~2h;在碱性水溶液浸泡后优选为先用水洗涤后再置于酸性水溶液中浸泡。The alkaline aqueous solution is preferably a sodium hydroxide aqueous solution of 50-150 g/L, preferably a sodium hydroxide aqueous solution of 100 g/L; the immersion time in the alkaline aqueous solution is 0.5-2 h; After soaking, it is preferred to wash with water and then soak in an acidic aqueous solution.

所述的酸性水溶液优选为浓度为5%~15%(v/v)的HNO3水溶液,优选为10%(v/v)的HNO3水溶液;所述的在酸性水溶液中浸泡的时间为0.5~2h;The acidic aqueous solution is preferably an HNO 3 aqueous solution with a concentration of 5% to 15% (v/v), preferably a 10% (v/v) HNO 3 aqueous solution; the soaking time in the acidic aqueous solution is 0.5 ~2h;

所述的烘干优选为在100~200℃烘干,优选为160℃烘干。The drying is preferably drying at 100-200°C, preferably at 160°C.

一种由上述方法制备得到的铁氧化物负载的活性炭。由上述方法制得的铁氧化物负载的活性炭依然是黑色的固体颗粒,外观与普通的活性炭没有差异;其微观结构是活性炭发达的孔道中形成了纤维丝状铁氧化物结构。铁进入到活性炭表面的结构骨架中形成Fe-O-C键。该铁氧化物负载的活性炭具有更大的比表面积,有机污染物更充分地吸附在活性炭孔道内,附着生长的微生物胞外电子传递速率被加快。An iron oxide-supported activated carbon prepared by the above method. The iron oxide-supported activated carbon prepared by the above method is still black solid particles, and its appearance is no different from that of ordinary activated carbon; its microstructure is that the fibrous iron oxide structure is formed in the well-developed pores of the activated carbon. Iron enters into the structural framework of the activated carbon surface to form Fe-O-C bonds. The iron oxide-supported activated carbon has a larger specific surface area, organic pollutants are more fully adsorbed in the activated carbon pores, and the extracellular electron transfer rate of the attached and growing microorganisms is accelerated.

上述的铁氧化物负载的活性炭在抑制饮用水中及自来水管网出水中的消毒副产物和致病微生物中的应用。The application of the above-mentioned iron oxide-loaded activated carbon in inhibiting disinfection by-products and pathogenic microorganisms in drinking water and tap water pipe network effluent.

所述的消毒副产物可包括三卤甲烷和卤乙酸;所述的致病微生物包括嗜肺军团杆菌、鸟型分枝杆菌、福氏耐格里阿米巴虫等。The disinfection by-products may include trihalomethanes and haloacetic acids; the pathogenic microorganisms include Legionella pneumophila, Mycobacterium avium, Neglia flexneri and the like.

本发明相对于现有技术,具有如下的优点及有益效果:Compared with the prior art, the present invention has the following advantages and beneficial effects:

(1)本发明的铁氧化物负载的活性炭对消毒副产物前驱体具有更高的去除率。(1) The iron oxide-supported activated carbon of the present invention has a higher removal rate for disinfection by-product precursors.

(2)本发明的活性炭具有更优良的孔隙结构,比表面积大,孔道内形成纤维丝状结构,其活性组分极大暴露在活性炭表面,大大增加了有机物的吸附位点。(2) The activated carbon of the present invention has a better pore structure, a large specific surface area, and a fibrous filamentous structure is formed in the pores, and its active components are greatly exposed on the surface of the activated carbon, which greatly increases the adsorption site of organic matter.

(3)本发明的在使用过程中不会产生重金属污染。(3) The present invention will not produce heavy metal pollution during use.

(4)本发明的活性炭表面的微生物代谢活性更高,生物膜结构更发达。(4) The microbial metabolic activity on the surface of the activated carbon of the present invention is higher, and the biofilm structure is more developed.

(5)本发明的活性炭在生物降解有机污染物的过程中释放更少的微生物且生物膜规模尺度较小。(5) The activated carbon of the present invention releases less microorganisms in the process of biodegrading organic pollutants and has a smaller scale of biofilm.

(6)铁氧化物负载的活性炭出水具有更少的有机物以及消毒副产物前驱体,并且出水水体中悬浮态生物膜尺寸更小,更易于被消毒剂所灭活,这样的水体加氯消毒进入输配管网后,由于有机物、消毒副产物前驱体的匮乏以及生物膜尺寸的限制,消毒副产物生成和致病微生物再生长得以持续抑制。因此,本发明不止于降低出厂水中的消毒副产物和致病微生物,更是具有抑制后续自来水管网中消毒副产物生成和致病微生物再生长的作用。(6) The effluent of activated carbon loaded with iron oxides has less organic matter and precursors of disinfection by-products, and the suspended biofilm in the effluent water body is smaller in size and easier to be inactivated by disinfectants. Such water bodies are chlorinated and disinfected into After the pipeline network, the generation of disinfection byproducts and the regrowth of pathogenic microorganisms are continuously inhibited due to the lack of organic matter and precursors of disinfection byproducts and the limitation of the size of biofilms. Therefore, the present invention not only reduces the disinfection by-products and pathogenic microorganisms in the factory water, but also has the effect of inhibiting the generation of disinfection by-products and the regrowth of pathogenic microorganisms in the subsequent tap water pipe network.

附图说明Description of drawings

图1为实施例1中制备得到的Fe/CAC以及原料CAC的SEM图。FIG. 1 is a SEM image of Fe/CAC prepared in Example 1 and raw material CAC.

图2为实施例1中制备的Fe/CAC以及原料CAC的N2吸附脱附等温线。Figure 2 shows the N adsorption and desorption isotherms of Fe/CAC prepared in Example 1 and raw material CAC.

图3为实施例1中制备的Fe/CAC以及原料CAC的XRD谱图。FIG. 3 is the XRD patterns of Fe/CAC prepared in Example 1 and raw material CAC.

图4为实施例1中制备的Fe/CAC以及原料CAC的红外光谱图。FIG. 4 is an infrared spectrogram of Fe/CAC prepared in Example 1 and raw material CAC.

图5为实施例1中制备的Fe/CAC以及原料CAC的O1s XPS谱图。5 is the O1s XPS spectrum of Fe/CAC prepared in Example 1 and the raw material CAC.

图6为使用实施例1制备的Fe/CAC和对照活性炭载体(普通CAC)条件下,模拟管网出水的三卤甲烷和卤乙酸生成情况图。Figure 6 is a graph showing the generation of trihalomethanes and haloacetic acids in the effluent of the simulated pipe network under the conditions of Fe/CAC prepared in Example 1 and a control activated carbon carrier (common CAC).

图7为使用实施例1制备的Fe/CAC和对照活性炭载体(普通CAC)条件下,模拟管网出水的条件致病菌情况图。Figure 7 is a graph showing the condition of conditional pathogenic bacteria in simulated pipe network effluent under the conditions of Fe/CAC prepared in Example 1 and a control activated carbon carrier (common CAC).

具体实施方式Detailed ways

下面结合实施例和附图对本发明作进一步详细的描述,但本发明的实施方式不限于此。The present invention will be described in further detail below with reference to the embodiments and accompanying drawings, but the embodiments of the present invention are not limited thereto.

实施例中所用试剂如无特殊说明均可从市场常规购得。The reagents used in the examples can be routinely purchased from the market unless otherwise specified.

实施例1Example 1

本发明铁氧化物负载的椰壳活性炭Fe/CAC的合成方法,包括以下步骤:The synthetic method of the coconut shell activated carbon Fe/CAC of the iron oxide load of the present invention, comprises the following steps:

(1)将平均粒径1.2mm的椰壳活性炭(CAC)浸入100g/L氢氧化钠溶液(NaOH)1小时;(1) immerse coconut shell activated carbon (CAC) with an average particle size of 1.2 mm in 100 g/L sodium hydroxide solution (NaOH) for 1 hour;

(2)取出上述椰壳活性炭用去离子水洗涤,之后浸入体积浓度10%的硝酸水溶液(HNO3)1小时;(2) take out above-mentioned coconut shell activated carbon and wash with deionized water, then immerse in the nitric acid aqueous solution (HNO 3 ) of 10% volume concentration for 1 hour;

(3)取出上述椰壳活性炭反复用去离子水洗涤5次,在烘箱中160℃烘干备用。(3) Take out the above-mentioned coconut shell activated carbon and repeatedly wash it with deionized water for 5 times, and dry it in an oven at 160° C. for subsequent use.

(4)将六水氯化铁(FeCl3·6H2O)溶入去离子水中,形成浓度为20g/L的溶液A;(4) dissolving ferric chloride hexahydrate (FeCl 3 ·6H 2 O) into deionized water to form a solution A with a concentration of 20 g/L;

(5)将溶液A与预处理过的椰壳活性炭以比例3mL:1.0g混合,300W功率超声处理1小时,85℃水浴加热,直至蒸干液体;(5) Mix solution A with the pretreated coconut shell activated carbon at a ratio of 3mL:1.0g, 300W power ultrasonic treatment for 1 hour, 85 ° C of water bath heating, until the liquid is evaporated to dryness;

(6)将上述水浴蒸干后的椰壳活性炭在马弗炉中300℃焙烧1小时,自然降温后获得最终的铁氧化物负载的新型椰壳活性炭Fe/CAC。(6) calcining the coconut shell activated carbon after being evaporated to dryness in the above-mentioned water bath at 300° C. for 1 hour in a muffle furnace, and obtaining the final iron oxide-supported new coconut shell activated carbon Fe/CAC after natural cooling.

图1为实施例1中制备得到的Fe/CAC以及原料CAC的SEM图。从图中可以看出Fe/CAC本身粒径约为1~2mm,并且具有较为发达的孔隙结构,在孔道中形成了纤维丝状的结构。FIG. 1 is a SEM image of Fe/CAC prepared in Example 1 and raw material CAC. It can be seen from the figure that Fe/CAC itself has a particle size of about 1-2 mm, and has a relatively developed pore structure, forming a fibrous structure in the pores.

图2为实施例1中制备的Fe/CAC以及原料CAC的N2吸附脱附等温线,通过BET测定,原料CAC的比表面积为641.09m2g-1,Fe/CAC具有更大的比表面积,约为680m2g-1。通过EDS能谱分析,Fe/CAC的表面Fe含量为3.33wt%,而其体相铁含量约为1.25wt%,表明大量的Fe位点被暴露在活性炭表面。Fig. 2 is the N 2 adsorption and desorption isotherms of Fe/CAC prepared in Example 1 and raw material CAC. By BET measurement, the specific surface area of raw material CAC is 641.09 m 2 g -1 , and Fe/CAC has a larger specific surface area , about 680m 2 g -1 . By EDS analysis, the surface Fe content of Fe/CAC was 3.33 wt%, while its bulk iron content was about 1.25 wt%, indicating that a large number of Fe sites were exposed on the activated carbon surface.

图3为实施例1中制备的Fe/CAC以及原料CAC的XRD谱图。从图中可以看出Fe/CAC表面负载的铁氧化物主要以Fe2O3的晶型存在,碳物质主要以石墨化碳的形式存在。3 is the XRD pattern of Fe/CAC prepared in Example 1 and the raw material CAC. It can be seen from the figure that the iron oxides supported on the surface of Fe/CAC mainly exist in the crystal form of Fe 2 O 3 , and the carbon substances mainly exist in the form of graphitized carbon.

图4为实施例1中制备的Fe/CAC以及原料CAC的红外光谱图,当椰壳活性炭表面负载铁之后,出现了544cm-1和474cm-1两个新峰,为Fe2O3中的Fe-O键的特征峰,与上述XRD结果相符。此外,还新出现了1701cm-1处特征峰,代表羧酸和酮类结构中的C-O键。代表CH2非对称和对称拉伸振动的2924cm-1和2860cm-1处峰强降低,说明其活性炭表面的C-O-H键有所增加。3480cm-1处羟基移动至3425cm-1,说明除了C-O-H外,铁负载还引入了Fe-O-H,因而造成了羟基峰的移动。Fig. 4 is the infrared spectrogram of Fe/CAC prepared in Example 1 and the raw material CAC. When iron is loaded on the surface of coconut shell activated carbon, two new peaks of 544 cm -1 and 474 cm -1 appear, which are the peaks in Fe 2 O 3 . The characteristic peaks of Fe-O bonds are consistent with the above XRD results. In addition, a new characteristic peak at 1701cm -1 appeared, representing the CO bond in the carboxylic acid and ketone structures. The peak intensities at 2924 cm -1 and 2860 cm- 1 , which represent the asymmetric and symmetric stretching vibrations of CH2 , decrease, indicating that the COH bonds on the activated carbon surface have increased. The hydroxyl group at 3480 cm -1 moved to 3425 cm -1 , indicating that Fe-OH was introduced by iron loading in addition to COH, thus causing the shift of the hydroxyl peak.

图5为实施例1中制备的Fe/CAC以及原料CAC的O1s XPS谱图。从图中可以看出Fe/CAC表面的铁物种以Fe-O-C键与活性炭表面结合,并且进一步证实了Fe-O-Fe和Fe-O-H的存在。5 is the O1s XPS spectrum of Fe/CAC prepared in Example 1 and the raw material CAC. It can be seen from the figure that the iron species on the Fe/CAC surface is bound to the activated carbon surface by Fe-O-C bonds, and further confirms the existence of Fe-O-Fe and Fe-O-H.

应用实施例Application Example

从自来水厂取得砂滤池的出水,首先进行臭氧处理,随后进入载有活性炭的固定床中,停留时间为30分钟。水体经铁氧化物负载的活性炭处理后,进行加氯消毒,消毒剂为次氯酸钠,随后进入氯反应池,停留时间为4小时。氯反应池出水随即进入模拟自来水管网。(臭氧处理以及活性炭处理的工艺条件为实际自来水厂常用的参数,臭氧投加剂量为1.0mg/L,活性炭的停留时间和滤速分别为30分钟和10米每小时。)The effluent from the sand filter was obtained from a waterworks, first subjected to ozone treatment, and then entered into a fixed bed loaded with activated carbon with a residence time of 30 minutes. After the water body is treated with iron oxide-loaded activated carbon, it is chlorinated and disinfected. The disinfectant is sodium hypochlorite, and then it enters the chlorine reaction pool with a residence time of 4 hours. The effluent from the chlorine reaction tank immediately enters the simulated tap water pipe network. (The process conditions of ozone treatment and activated carbon treatment are commonly used parameters in actual water plants. The dosage of ozone is 1.0 mg/L, and the residence time and filtration rate of activated carbon are 30 minutes and 10 meters per hour, respectively.)

图6为使用实施例1制备的Fe/CAC和对照活性炭载体(普通CAC)条件下,模拟管网出水的三卤甲烷和卤乙酸生成情况(测试方法均为美国EPA标准方法)图。如图6所示,在CAC和Fe/CAC的使用下,模拟管网出水的三卤甲烷浓度分别为8.46ug/L和2.15ug/L,卤乙酸浓度分别为28.45ug/L和10.55ug/L。显然,使用本发明制备的铁氧化物负载的活性炭,管网出水中的三卤甲烷和卤乙酸明显受到抑制,降低了龙头水中消毒副产物的风险。Figure 6 is a graph of the generation of trihalomethanes and haloacetic acids in the simulated pipe network effluent (the test methods are all US EPA standard methods) under the conditions of Fe/CAC prepared in Example 1 and the control activated carbon carrier (common CAC). As shown in Figure 6, under the use of CAC and Fe/CAC, the concentrations of trihalomethanes in the effluent of the simulated pipe network were 8.46ug/L and 2.15ug/L, and the concentrations of haloacetic acids were 28.45ug/L and 10.55ug/L, respectively. L. Obviously, by using the iron oxide-supported activated carbon prepared by the invention, the trihalomethanes and haloacetic acids in the effluent of the pipe network are obviously suppressed, and the risk of disinfection by-products in the tap water is reduced.

图7为使用实施例1制备的Fe/CAC和对照活性炭载体(普通CAC)条件下,模拟管网出水的条件致病菌情况图。如图7所示,使用实施例1制备的Fe/CAC情况下,属水平上,军团菌属、分支菌属和耐格里阿米巴虫属每毫升水体的基因拷贝数分别降低至1.18、0.97和0个log。并且从确定有致病性的种水平上看,嗜肺军团菌、鸟型分枝杆菌和福氏耐格里阿米巴虫均遭到了灭活。此外,在整个反应中,Fe/CAC铁的释放量非常少,低于0.1mg L-1并且铁本身无毒无害。因此,Fe/CAC有效抑制了管网中的消毒副产物和致病微生物,保障了龙头水的水质安全。Figure 7 is a graph showing the condition of conditional pathogenic bacteria in simulated pipe network effluent under the conditions of Fe/CAC prepared in Example 1 and a control activated carbon carrier (common CAC). As shown in Figure 7, in the case of using Fe/CAC prepared in Example 1, at the genus level, the gene copy numbers of Legionella, Mycobacterium and Negriamoebae per milliliter of water were reduced to 1.18, 0.97 and 0 log. And from the level of confirmed pathogenic species, Legionella pneumophila, Mycobacterium avium and Neglia flexneri were all inactivated. In addition, in the whole reaction, Fe/CAC iron was released very little, less than 0.1 mg L -1 and iron itself was non-toxic and harmless. Therefore, Fe/CAC effectively inhibits the disinfection by-products and pathogenic microorganisms in the pipe network, and ensures the water quality safety of the tap water.

上述实施例为本发明较佳的实施方式,但本发明的实施方式并不受上述实施例的限制,其他的任何未背离本发明的精神实质与原理下所作的改变、修饰、替代、组合、简化,均应为等效的置换方式,都包含在本发明的保护范围之内。The above-mentioned embodiments are preferred embodiments of the present invention, but the embodiments of the present invention are not limited by the above-mentioned embodiments, and any other changes, modifications, substitutions, combinations, The simplification should be equivalent replacement manners, which are all included in the protection scope of the present invention.

Claims (8)

1. The application of the iron oxide loaded activated carbon in inhibiting disinfection byproducts and pathogenic microorganisms in drinking water and tap water pipe network outlet water is characterized in that the iron oxide loaded activated carbon is prepared by the following steps: and (3) dipping the activated carbon in an aqueous solution of an iron source, carrying out ultrasonic treatment, then evaporating to dryness and roasting to obtain the iron oxide loaded activated carbon.
2. The use of the iron oxide-loaded activated carbon of claim 1 for inhibiting disinfection by-products and pathogenic microorganisms in drinking water and tap water pipe network effluent, wherein:
the active carbon is one of coconut shell active carbon, coal active carbon, wood active carbon and bamboo active carbon;
the iron source is one of ferric chloride hexahydrate and ferric nitrate nonahydrate.
3. The use of the iron oxide-loaded activated carbon of claim 1 for inhibiting disinfection by-products and pathogenic microorganisms in drinking water and tap water pipe network effluent, wherein:
the active carbon is coconut shell active carbon;
the iron source is ferric chloride hexahydrate.
4. The use of the iron oxide-loaded activated carbon of claim 1 or 2 for inhibiting disinfection by-products and pathogenic microorganisms in drinking water and tap water pipe network effluent, characterized in that:
the concentration of the iron source water solution is 15-25 g/L;
the dosage of the active carbon and the iron source water solution meets the following requirements: every 1g of activated carbon is correspondingly soaked in (2-4) mL of iron source water solution.
5. The use of the iron oxide-loaded activated carbon of claim 1 or 2 for inhibiting disinfection by-products and pathogenic microorganisms in drinking water and tap water pipe network effluent, characterized in that:
the concentration of the iron source water solution is 20 g/L;
the dosage of the active carbon and the iron source water solution meets the following requirements: each 1g of the activated carbon was soaked in 3mL of an aqueous iron source solution.
6. The use of the iron oxide-loaded activated carbon of claim 1 or 2 for inhibiting disinfection by-products and pathogenic microorganisms in drinking water and tap water pipe network effluent, characterized in that:
the ultrasonic treatment is ultrasonic treatment at 300W power for 0.5-1.5 hours;
the drying by distillation refers to drying by distillation at 75-95 ℃;
the temperature rise rate of the roasting is less than 20 ℃/min; the roasting temperature is 200-400 ℃; the roasting time is 0.5-2 h.
7. The use of the iron oxide-loaded activated carbon of claim 1 for inhibiting disinfection by-products and pathogenic microorganisms in drinking water and tap water pipe network effluent, wherein:
before the activated carbon is immersed in the aqueous solution of the iron source, the activated carbon further comprises a pretreatment step, and the pretreatment step specifically comprises the following steps: sequentially dipping the activated carbon in an alkaline aqueous solution and an acidic aqueous solution, washing with water, and drying for later use;
the alkaline aqueous solution is 50-150 g/L sodium hydroxide aqueous solution, and the time for soaking in the alkaline aqueous solution is 0.5-2 h;
the acidic aqueous solution is HNO with the volume concentration of 5-15 percent3The water solution is soaked in the acidic water solution for 0.5-2 hours;
the drying is drying at 100-200 ℃.
8. The use of the iron oxide-loaded activated carbon of claim 1 for inhibiting disinfection by-products and pathogenic microorganisms in drinking water and tap water pipe network effluent, wherein:
the disinfection by-products comprise trihalomethane and haloacetic acid; the pathogenic microorganism comprises legionella pneumophila, mycobacterium avium and formica furiosa.
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