CN106045002B - Method for catalyzing persulfate degradation of organic matter or ammonia nitrogen in sewage by sludge biochar - Google Patents

Method for catalyzing persulfate degradation of organic matter or ammonia nitrogen in sewage by sludge biochar Download PDF

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CN106045002B
CN106045002B CN201610540865.6A CN201610540865A CN106045002B CN 106045002 B CN106045002 B CN 106045002B CN 201610540865 A CN201610540865 A CN 201610540865A CN 106045002 B CN106045002 B CN 106045002B
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sewage
persulfate
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sludge biochar
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CN106045002A (en
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陈朱琦
汪佳
陈朱蕾
施乐荣
朱静怡
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Huazhong University of Science and Technology
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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/72Treatment of water, waste water, or sewage by oxidation
    • C02F1/725Treatment of water, waste water, or sewage by oxidation by catalytic oxidation

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Abstract

The invention discloses a method for degrading organic matters or ammonia nitrogen in sewage by catalyzing persulfate through sludge biochar, which comprises the following steps: (1) drying the sludge to obtain dry sludge; then, pyrolyzing the dry sludge at 300-500 ℃ for at least 2 hours in a nitrogen environment, and cooling to obtain sludge biochar; (2) and putting the sludge biochar and persulfate into the sewage to degrade organic matters or ammonia nitrogen in the sewage. According to the invention, by improving the key preparation conditions of the sludge biochar, the application ratio of the sludge biochar to persulfate and the like, the persulfate can be used for efficiently catalyzing, oxidizing and degrading organic matters and ammonia nitrogen in sewage based on sulfate radical free radicals under the catalytic action of the sludge biochar, the problem of organic pollutants and ammonia nitrogen pollution in sewage is effectively solved, and the degradation effect is good.

Description

污泥生物炭催化过硫酸盐降解污水中有机物或氨氮的方法Method for catalyzing persulfate degradation of organic matter or ammonia nitrogen in sewage by sludge biochar

技术领域technical field

本发明属于污水处理领域,更具体地,涉及一种污泥生物炭催化过硫酸盐降解污水中有机物或氨氮的方法,该生物炭由城市污泥制备得到,是通过利用污泥生物炭催化过硫酸盐降解污水中有机污染物和/或氨氮。The invention belongs to the field of sewage treatment, and more particularly relates to a method for degrading organic matter or ammonia nitrogen in sewage by sludge biochar catalyzed by persulfate. Sulfate degrades organic pollutants and/or ammonia nitrogen in sewage.

背景技术Background technique

《中国污泥处理处置行业现状分析与发展前景研究报告(2016年版)》显示“十二五”期间全国规划建设污泥处理处置量总规模应达518万吨/年,并且到2015年,中国重点城市污泥无害化处理处置率达到80%,其它城市达到70%,县级重点城市达到30%。但根据《中国城市统计年鉴》中数据显示,截至2014年年底,全国污泥处理处置设施建设仅完成“十二五”规划目标的43.4%,即224.81万吨/年,中国污水处理行业“重水轻泥”问题依然严重。"Research Report on Status Quo Analysis and Development Prospects of China's Sludge Treatment and Disposal Industry (2016 Edition)" shows that during the "Twelfth Five-Year Plan" period, the total scale of sludge treatment and disposal in national planning and construction should reach 5.18 million tons per year, and by 2015, China The harmless treatment and disposal rate of sludge in key cities has reached 80%, other cities have reached 70%, and county-level key cities have reached 30%. However, according to the data in the "China Urban Statistical Yearbook", by the end of 2014, the construction of sludge treatment and disposal facilities nationwide had only completed 43.4% of the "Twelfth Five-Year Plan" target, or 2,248,100 tons per year. The "light mud" problem is still serious.

目前处置方式中,土地填埋占63.0%、污泥好氧发酵+农用约占13.5%、污泥自然干化综合利用占5.4%、污泥焚烧占1.8%、污泥露天堆放和外运各占1.8%和14.4%。事实上,土地填埋、露天堆放和外运的污泥绝大部分属于随意处置,真正实现安全处置的比例不超过20%,未安全处置的污泥通常含有种类繁多的有毒有害物质,例如有害微生物、无机金属、多氯联苯和二恶因等持久性有机污染物等(CN 103725304 A)。Among the current disposal methods, landfill accounts for 63.0%, sludge aerobic fermentation + agricultural use accounts for about 13.5%, natural drying and comprehensive utilization of sludge accounts for 5.4%, sludge incineration accounts for 1.8%, open-air storage and outbound transportation of sludge each accounted for 1.8% and 14.4%. In fact, most of the sludge in landfill, open storage and outbound transportation is disposed of at will, and the proportion of real safe disposal does not exceed 20%. The unsafely disposed sludge usually contains a wide variety of toxic and harmful substances, such as harmful Persistent organic pollutants such as microorganisms, inorganic metals, polychlorinated biphenyls and dioxins, etc. (CN 103725304 A).

污泥碳化指通过一定的手段,使污泥中的水分释放出来,同时又最大限度地保留污泥中的碳值,使最终产物中的碳含量大幅提高的过程,属于较安全的污泥清洁处置新技术。其中低温碳化具有能耗低、重金属稳定化程度高、二恶因及氮硫氧化物少(CN201670822 U)、生物炭产量高等优势。慢速低温污泥碳化主要产物为生物炭,其具有较大的比表面积和丰富的表面官能团。目前污泥生物炭的主要处置方式包括填埋、焚烧等,其中填埋耗地且造成二次污染,焚烧耗能且释放二恶因、氮硫氧化物等污染物。Sludge carbonization refers to the process of releasing the water in the sludge by certain means, while retaining the carbon value in the sludge to the maximum extent, and greatly increasing the carbon content in the final product, which is a relatively safe sludge cleaning process. Handling new technologies. Among them, low-temperature carbonization has the advantages of low energy consumption, high degree of heavy metal stabilization, less dioxins and nitrogen and sulfur oxides (CN201670822 U), and high biochar yield. The main product of slow low-temperature sludge carbonization is biochar, which has a large specific surface area and abundant surface functional groups. At present, the main disposal methods of sludge biochar include landfill, incineration, etc., among which landfill consumes land and causes secondary pollution, and incineration consumes energy and releases dioxins, nitrogen and sulfur oxides and other pollutants.

我国生活垃圾目前主要由卫生填埋技术处置,渗沥液生化出水(即渗沥液,又称为渗滤液)作为该技术主要二次污染源一直受到环保从业人员和学者的关注,其主要污染指标为有机物和氨氮。大部分生活垃圾填埋场选择膜技术截留污染物的方式作为垃圾渗沥液(即垃圾渗滤液)的最终处置,该方式产生的大量浓缩液无法得到妥善处置,仍然存在二次污染的隐患。另外,高级氧化法作为另外一条思路,基于羟基自由基的催化氧化是使用最广泛的高级氧化法,该方法具有对有机污染物无选择性、效率较高等优点。但也有比较明显的缺点:首先,其原料双氧水储存运输相对困难;其次,该方法对氨氮几乎没有效果。过硫酸盐(S2O8 2-)较双氧水价格更便宜且储存运输方便,通过合适的活化方式产生的硫酸根自由基具有极强的氧化性并能氧化氨氮,因此基于硫酸根自由基的高级氧化技术在近五年得到了大量研究。研究高效低价的硫酸根自由基催化氧化体系催化剂有较高的学术意义和工程实际应用意义。At present, domestic waste in my country is mainly disposed of by sanitary landfill technology. The biochemical effluent of leachate (ie leachate, also known as leachate) has been the main secondary pollution source of this technology and has always been concerned by environmental protection practitioners and scholars. Its main pollution indicators For organic matter and ammonia nitrogen. Most domestic waste landfills choose membrane technology to intercept pollutants as the final disposal of landfill leachate (ie, landfill leachate). In addition, the advanced oxidation method is another idea. The catalytic oxidation based on hydroxyl radicals is the most widely used advanced oxidation method. This method has the advantages of non-selectivity to organic pollutants and high efficiency. But there are also obvious shortcomings: first, the storage and transportation of the raw material hydrogen peroxide is relatively difficult; second, this method has little effect on ammonia nitrogen. Persulfate (S 2 O 8 2- ) is cheaper than hydrogen peroxide and is easy to store and transport. The sulfate radicals generated by suitable activation methods have strong oxidizing properties and can oxidize ammonia nitrogen. Advanced oxidation technology has received a lot of research in the past five years. It is of high academic significance and engineering practical application significance to study high-efficiency and low-cost sulfate radical catalytic oxidation system catalysts.

现有技术中,基于硫酸根自由基高级氧化技术的非均相催化剂制作工艺较复杂,成本较高。例如,多种金属盐溶液共沉淀法制备的双金属或多金属非均相催化剂和金属盐溶液浸渍法制备的活性金属-活性炭或者活性金属-生物炭非均相催化剂,这些技术工艺不仅需要多步通过共沉淀或浸渍烧结的方式使活性成分固定在惰性载体上,并且得到的非均相催化剂一般具有较高的pH选择性,限制这些非均相催化剂的应用。In the prior art, the manufacturing process of the heterogeneous catalyst based on the advanced sulfate radical oxidation technology is complicated and the cost is high. For example, bimetallic or multimetal heterogeneous catalysts prepared by co-precipitation of various metal salt solutions and active metal-activated carbon or active metal-biochar heterogeneous catalysts prepared by metal salt solution impregnation method, these technical processes not only require many The active components are fixed on the inert support by co-precipitation or impregnation and sintering, and the obtained heterogeneous catalysts generally have high pH selectivity, which limits the application of these heterogeneous catalysts.

发明内容SUMMARY OF THE INVENTION

针对现有技术的以上缺陷或改进需求,本发明的目的在于提供一种污泥生物炭催化过硫酸盐降解污水中有机物或氨氮的方法,其中通过对其关键的污泥生物炭的制备条件(如污泥前处理、热解温度、热解环境)、以及污泥生物炭与过硫酸盐的施加配比等进行改进,与现有技术相比能够有效解决基于硫酸根自由基高级氧化技术的非均相催化剂制作工艺复杂、成本高的问题,并且通过该污泥生物炭与过硫酸盐两者相互配合作用,使得过硫酸盐在该污泥生物炭的催化作用下,能够高效的基于硫酸根自由基催化氧化降解污水(尤其是高浓度污水,如垃圾渗滤液)中有机物(如对氯苯酚)和/或氨氮,有效解决污水中的有机污染物、以及氨氮污染的问题,降解效果佳;此外,本发明中利用污泥生物炭催化过硫酸盐降解污水中污染物的方法也为大量污泥无法得到妥善处置的这一现状提供了具有良好用途的污泥处理途径,为污泥的环保再利用提供了有效的、无害化处置途径。For the above defects or improvement needs of the prior art, the object of the present invention is to provide a method for sludge biochar to catalyze persulfate degradation of organic matter or ammonia nitrogen in sewage, wherein by the preparation conditions of its key sludge biochar ( Such as sludge pre-treatment, pyrolysis temperature, pyrolysis environment), and the application ratio of sludge biochar and persulfate, etc., compared with the existing technology, it can effectively solve the problem of advanced oxidation technology based on sulfate radicals. The production process of heterogeneous catalysts is complex and the cost is high, and through the interaction of the sludge biochar and persulfate, the persulfate can be efficiently based on sulfuric acid under the catalysis of the sludge biochar. Radical radical catalytic oxidation degrades organic matter (such as p-chlorophenol) and/or ammonia nitrogen in sewage (especially high-concentration sewage, such as landfill leachate), effectively solving the problem of organic pollutants in sewage and ammonia nitrogen pollution, and the degradation effect is good In addition, the method of utilizing sludge biochar to catalyze persulfate to degrade pollutants in sewage in the present invention also provides a sludge treatment approach with good uses for the current situation that a large amount of sludge cannot be properly disposed of, which is beneficial for sludge disposal. Environmentally friendly reuse provides an effective and harmless disposal approach.

为实现上述目的,按照本发明,提供了一种污泥生物炭催化过硫酸盐降解污水中有机物或氨氮的方法,其特征在于,包括以下步骤:In order to achieve the above object, according to the present invention, a method for degrading organic matter or ammonia nitrogen in sewage by sludge biochar catalyzing persulfate is provided, which is characterized in that, comprising the following steps:

(1)污泥生物炭的制备:(1) Preparation of sludge biochar:

将污泥烘干后得到干污泥;接着,将所述干污泥在氮气环境中于300℃~500℃下热解处理至少2小时,冷却后得到污泥生物炭;Drying the sludge to obtain dry sludge; then, pyrolyzing the dry sludge at 300° C. to 500° C. for at least 2 hours in a nitrogen environment, and cooling to obtain sludge biochar;

(2)污泥生物炭催化过硫酸盐降解污水:(2) Sludge biochar catalyzes persulfate degradation of sewage:

将所述步骤(1)得到的所述污泥生物炭和过硫酸盐投入到污水中,降解所述污水中有机物或氨氮。The sludge biochar and persulfate obtained in the step (1) are put into sewage to degrade organic matter or ammonia nitrogen in the sewage.

作为本发明的进一步优选,所述步骤(2)中,As a further preference of the present invention, in the step (2),

当所述污水为垃圾渗滤液生化出水时,投入的所述污泥生物炭与所述污水的配比为5g/L,投入的所述过硫酸盐与所述污水的配比为18.75mmol/L~150mmol/L;When the sewage is the biochemical effluent of landfill leachate, the ratio of the sludge biochar to the sewage is 5g/L, and the ratio of the persulfate to the sewage is 18.75mmol/L. L~150mmol/L;

当所述污水为对氯苯酚溶液时,投入的所述污泥生物炭与所述污水的配比为0.2g/L~1.2g/L,投入的所述过硫酸盐与所述污水的配比为0.74mmol/L~18.5mmol/L。When the sewage is a solution of p-chlorophenol, the ratio of the sludge biochar to the sewage is 0.2g/L to 1.2g/L, and the ratio of the persulfate to the sewage is 0.2g/L to 1.2g/L. The ratio is 0.74 mmol/L to 18.5 mmol/L.

作为本发明的进一步优选,所述步骤(1)中,所述氮气环境为流动的氮气环境,优选的,所述氮气的流速为1L/min。As a further preference of the present invention, in the step (1), the nitrogen environment is a flowing nitrogen environment, and preferably, the flow rate of the nitrogen is 1 L/min.

作为本发明的进一步优选,所述步骤(1)中,所述保温处理的温度为400℃;所述步骤(1)中的烘干是在105℃下烘干24h。As a further preference of the present invention, in the step (1), the temperature of the heat preservation treatment is 400°C; the drying in the step (1) is drying at 105°C for 24 hours.

作为本发明的进一步优选,所述步骤(1)得到的所述污泥生物炭的比表面积为46.98m2/g~80.25m2/g。As a further preference of the present invention, the specific surface area of the sludge biochar obtained in the step (1) is 46.98m 2 /g~80.25m 2 /g.

作为本发明的进一步优选,所述步骤(1)得到的所述污泥生物炭还经过研磨处理,得到目数大于200目的污泥生物炭。As a further preference of the present invention, the sludge biochar obtained in the step (1) is also subjected to grinding treatment to obtain sludge biochar with a mesh number greater than 200 meshes.

作为本发明的进一步优选,所述步骤(2)中,当所述污水为垃圾渗滤液生化出水时,投入的所述污泥生物炭与所述污水的配比为5g/L,投入的所述过硫酸盐与所述污水的配比为150mmol/L。As a further preference of the present invention, in the step (2), when the sewage is the biochemical effluent of landfill leachate, the ratio of the sludge biochar to be put in and the sewage is 5 g/L. The ratio of the persulfate to the sewage is 150 mmol/L.

作为本发明的进一步优选,所述步骤(2)中,当所述污水为对氯苯酚溶液时,投入的所述污泥生物炭与所述污水的配比为1.0g/L,投入的所述过硫酸盐与所述污水的配比为1.85mmol/L。As a further preference of the present invention, in the step (2), when the sewage is a p-chlorophenol solution, the ratio of the sludge biochar to be put in and the sewage is 1.0 g/L, and The ratio of the persulfate to the sewage is 1.85mmol/L.

作为本发明的进一步优选,所述步骤(2)中,所述过硫酸盐为Na2S2O8As a further preference of the present invention, in the step (2), the persulfate is Na 2 S 2 O 8 .

本发明所构思的以上技术方案,与现有技术相比,通过直接利用污泥(如市政污泥,生活污水厂中的污泥等)中的过渡金属元素活化过二硫酸盐来降解污水中有机物或氨氮,制备简单方便,无需采用多步共沉淀或浸渍烧结等传统方式,也不需要额外采用载体(例如活性炭,生物炭等)负载过渡金属,只需要将污泥热解的“一步法”即可制备获得非均相催化剂(即,污泥生物炭)。与此同时,本发明通过对污泥生物炭制备方法中关键的污泥处理条件如污泥前处理、热解温度、热解环境等进行改进,使得制备得到的污泥生物炭具有良好的比表面积,再通过将该污泥生物炭与过硫酸盐配合使用,使得过硫酸盐在该污泥生物炭的催化作用下,能够高效的基于硫酸根自由基催化氧化降解污水中有机物和/或氨氮,适用于高浓度的有机废水或氨氮废水处理,方法简单易行,降解效果佳。The above technical solution conceived by the present invention, compared with the prior art, degrades sewage by directly utilizing transition metal elements in sludge (such as municipal sludge, sludge in domestic sewage plants, etc.) to activate peroxodisulfate Organic matter or ammonia nitrogen, the preparation is simple and convenient, no traditional methods such as multi-step co-precipitation or impregnation and sintering are required, and there is no need to use additional carriers (such as activated carbon, biochar, etc.) to support transition metals, only the "one-step method of pyrolysis of sludge" ” to prepare a heterogeneous catalyst (ie, sludge biochar). At the same time, the present invention improves the key sludge treatment conditions in the sludge biochar preparation method, such as sludge pretreatment, pyrolysis temperature, pyrolysis environment, etc., so that the prepared sludge biochar has a good ratio. surface area, and then by using the sludge biochar in combination with persulfate, the persulfate can efficiently degrade organic matter and/or ammonia nitrogen in sewage based on the catalytic oxidation of sulfate radicals under the catalytic action of the sludge biochar , suitable for high-concentration organic wastewater or ammonia nitrogen wastewater treatment, the method is simple and easy, and the degradation effect is good.

本发明使用的污泥可来自市政污水处理厂等的市政污泥,是在饱和氮气环境下均匀升降温加热热解制备污泥生物炭;污泥生物炭经破碎磨细后,再与过硫酸盐一起投加到有机模型化合物和渗沥液中,搅拌从而对有机污染物(模型化合物或总有机碳TOC)及氨氮进行氧化降解;该污泥生物炭在高浓度的有机模型化合物和渗沥液中均匀具有良好的有机污染物及氨氮去除率。本发明综合污水的有机污染物和氨氮的降解去除效果,污泥生物炭的比表面积、催化效果、以及污泥生物炭制备过程中的热解能耗、氮气消耗,优选出污泥生物炭的最佳热解温度、以及污泥生物炭与过硫酸盐的最佳配比。本发明中的污泥生物炭/过硫酸盐体系对有机污染物和氨氮有明显的催化氧化作用,且催化氧化几乎不依赖pH值,适用于各类污水;通过本发明制备得到的污泥生物炭其表面的催化活性成分主要为过渡金属元素(如,无定形铁)以及含氧官能团,催化氧化为自由基氧化反应且硫酸根自由基占主导地位,可见该污泥生物炭在基于硫酸根自由基的高级氧化领域作为非均相催化剂具有良好的应用前景,实用价值高。The sludge used in the present invention can come from municipal sludge such as municipal sewage treatment plants, and is prepared by uniform heating and pyrolysis under saturated nitrogen environment to prepare sludge biochar; after the sludge biochar is crushed and ground, it is mixed with persulfuric acid The salt is added to the organic model compound and leachate together, and stirred to oxidatively degrade organic pollutants (model compounds or total organic carbon TOC) and ammonia nitrogen; the sludge biochar is in high concentration of organic model compounds and leachate. The liquid has a uniform removal rate of organic pollutants and ammonia nitrogen. The invention integrates the degradation and removal effects of organic pollutants and ammonia nitrogen in sewage, the specific surface area and catalytic effect of sludge biochar, as well as the energy consumption and nitrogen consumption of pyrolysis in the preparation process of sludge biochar. The optimum pyrolysis temperature, and the optimum ratio of sludge biochar to persulfate. The sludge biochar/persulfate system in the present invention has obvious catalytic oxidation effect on organic pollutants and ammonia nitrogen, and the catalytic oxidation hardly depends on the pH value, and is suitable for various types of sewage; the sludge biochar prepared by the present invention The catalytically active components on the surface of the carbon are mainly transition metal elements (such as amorphous iron) and oxygen-containing functional groups. The catalytic oxidation is a free radical oxidation reaction and sulfate radicals dominate. It can be seen that the sludge biochar is based on sulfate radicals. The field of advanced oxidation of free radicals has a good application prospect as a heterogeneous catalyst with high practical value.

本发明中的污泥生物炭是通过将烘干后的污泥在氮气环境中(尤其是流动的氮气环境,氮气的流速优选为1L/min)于300℃~500℃下保温处理至少2小时使污泥发生热解反应生成污泥生物炭,该污泥生物炭具有较高的比表面积(比表面积为46.98m2/g~80.25m2/g),表面官能团(尤其是含氧官能团)丰富、并具有较多的过渡金属,能够作为高级氧化非均相催化剂;再将该污泥生物炭与过硫酸盐相配合,使得过硫酸盐在该污泥生物炭的催化作用下,能够高效的基于硫酸根自由基催化氧化降解污水中有机物和/或氨氮。以本发明中的“一步法”将污泥热解的制备得到的污泥生物炭作为催化剂,能够避免化学药剂的耗费和催化体系的pH选择性,催化应用范围也更广。以生活污水厂中的市政污泥为例,一般的生活污水厂由于除磷需要投放亚铁盐,因而会造成污泥中铁含量较高;而本发明中将污泥无氧热解制备生物炭则能够在最大程度上保留其二价铁含量,并使其成为过硫酸盐活化剂中的活性成分,不仅可以避免其他化学药剂的投入,并且由于一步热解法能够使得污泥生物炭中的铁结合得更稳定,从而使得该污泥生物炭中的铁元素在不同pH环境下更稳定,对pH环境的选择性小。The sludge biochar in the present invention is obtained by thermally treating the dried sludge in a nitrogen environment (especially a flowing nitrogen environment, the flow rate of nitrogen is preferably 1L/min) at 300°C to 500°C for at least 2 hours The sludge is pyrolyzed to generate sludge biochar. The sludge biochar has a high specific surface area (specific surface area is 46.98m 2 /g~80.25m 2 /g), surface functional groups (especially oxygen-containing functional groups) Abundant and with more transition metals, it can be used as a heterogeneous catalyst for advanced oxidation; then the sludge biochar is combined with persulfate, so that persulfate can be highly efficient under the catalysis of the sludge biochar based on the catalytic oxidation of sulfate radicals to degrade organic matter and/or ammonia nitrogen in sewage. Using the "one-step method" in the present invention to use the sludge biochar prepared by pyrolysis of sludge as a catalyst can avoid the consumption of chemical agents and the pH selectivity of the catalytic system, and the catalytic application range is also wider. Taking the municipal sludge in the domestic sewage plant as an example, the general domestic sewage plant needs to put ferrous salt in the phosphorus removal, so the iron content in the sludge will be high; and in the present invention, the sludge is anaerobic pyrolysis to prepare biochar It can retain its ferrous iron content to the greatest extent and make it an active ingredient in the persulfate activator, which can not only avoid the input of other chemicals, but also can make the sludge biochar content due to the one-step pyrolysis method. The combination of iron is more stable, so that the iron element in the sludge biochar is more stable under different pH environments, and the selectivity to pH environment is small.

本发明中利用污泥生物炭催化过硫酸盐降解污水中污染物的方法也为大量污泥无法得到妥善处置的这一现状提供了具有良好用途的污泥处理途径,为污泥的环保再利用提供了有效的、无害化处置途径。本发明中的污泥生物炭的制备方法,相对于目前主流的活性炭(如商业活性炭)制备方法,其成本能够大大降低;利用该污泥生物炭催化过硫酸盐降解污水中污染物的方法,能够对污水中有机污染物及氨氮污染物进行有效降解,具有污水处理及市政污泥处置的双重附加价值。此外,本发明中的污泥生物炭因为其高温热解后具有较高的稳定性,在使用后可直接填埋,大大降低了污泥处置成本。The method of using sludge biochar to catalyze persulfate to degrade pollutants in sewage in the present invention also provides a sludge treatment approach with good uses for the current situation that a large amount of sludge cannot be properly disposed of, and is environmentally friendly and reused for sludge. Provides an effective and harmless disposal method. Compared with the current mainstream preparation method of activated carbon (such as commercial activated carbon), the preparation method of sludge biochar in the present invention can greatly reduce the cost; the method of utilizing the sludge biochar to catalyze persulfate to degrade pollutants in sewage, It can effectively degrade organic pollutants and ammonia nitrogen pollutants in sewage, and has the double added value of sewage treatment and municipal sludge disposal. In addition, because the sludge biochar in the present invention has high stability after high temperature pyrolysis, it can be directly landfilled after use, which greatly reduces the cost of sludge disposal.

附图说明Description of drawings

图1是本发明中污泥生物炭催化过硫酸盐降解污水中有机物或氨氮的方法的流程示意图。FIG. 1 is a schematic flow diagram of the method for the sludge biochar to catalyze persulfate degradation of organic matter or ammonia nitrogen in sewage according to the present invention.

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,以下结合附图及实施例,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。此外,下面所描述的本发明各个实施方式中所涉及到的技术特征只要彼此之间未构成冲突就可以相互组合。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 accompanying drawings and 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. In addition, the technical features involved in the various embodiments of the present invention described below can be combined with each other as long as they do not conflict with each other.

实施例Example

本发明采用的污泥生物炭制作步骤为:The production steps of the sludge biochar adopted in the present invention are:

(1)将含水率约80%的市政污泥在105℃环境下烘24小时;(1) Dry municipal sludge with a moisture content of about 80% at 105°C for 24 hours;

(2)将烘干污泥放入预先抽真空,后充氮气至大气压的马弗炉内并保持马弗炉封闭,以10℃/min速率分别加热到300、350、400、450、500℃,并持续温度2小时,自然冷却至25℃后开炉取出,烧制过程中向马弗炉内均匀通入1L/min氮气至炉内温度降低至25℃并接管排气至尾气吸收装置;(2) Put the dried sludge into the muffle furnace which was evacuated in advance, then filled with nitrogen to atmospheric pressure and kept closed, and heated to 300, 350, 400, 450, 500 °C at a rate of 10 °C/min. , and continued the temperature for 2 hours, naturally cooled to 25 °C, and then opened the furnace and taken out. During the firing process, 1L/min nitrogen was uniformly introduced into the muffle furnace until the temperature in the furnace dropped to 25 °C, and the exhaust gas was taken over to the exhaust gas absorption device;

(3)将取出的生物炭研磨过200目筛(即,该污泥生物炭的颗粒粒径要细于200目),用蒸馏水冲洗三次并于105℃下烘干备用。烧制出来的生物炭比表面积分别为:46.98m2/g、54.73m2/g、75.34m2/g、77.42m2/g、80.25m2/g(分别对应300℃、350℃、400℃、450℃、500℃的热解温度);综合考虑热解过程电耗与氮气消耗,选取400℃条件下污泥生物炭作非均相催化剂。(3) Grind the taken out biochar through a 200-mesh sieve (that is, the particle size of the sludge biochar should be finer than 200 mesh), rinse with distilled water three times, and dry at 105° C. for later use. The specific surface areas of the fired biochar are: 46.98m 2 /g, 54.73m 2 /g, 75.34m 2 /g, 77.42m 2 /g, 80.25m 2 /g (corresponding to 300°C, 350°C, 400 ℃, 450℃, 500℃); considering the electricity consumption and nitrogen consumption in the pyrolysis process, sludge biochar at 400℃ was selected as the heterogeneous catalyst.

本发明选取对氯苯酚(分子式:C6H5ClO)作为有机污染物模型化合物,生活垃圾卫生填埋场渗沥液生化出水(武汉市陈家冲生活垃圾卫生填埋场,东经114.40°,北纬30.52°)作为实际废水,分别观测25℃条件下,污泥生物炭和过硫酸盐两者对对氯苯酚和渗沥液中TOC及氨氮的催化氧化降解去除率。The present invention selects p-chlorophenol (molecular formula: C 6 H 5 ClO) as the model compound of organic pollutants, and the biochemical effluent of leachate from the sanitary landfill of domestic waste (Wuhan Chenjiachong sanitary landfill of domestic waste, 114.40° east longitude, 30.52 north latitude) °) As the actual wastewater, the catalytic oxidative degradation and removal rates of sludge biochar and persulfate to p-chlorophenol and TOC and ammonia nitrogen in leachate were observed at 25 °C, respectively.

选取浓度为5ppm的对氯苯酚溶液作为有机模型化合物,分别选取0.2g/L、0.4g/L、0.6g/L、0.8g/L、1.0g/L及1.2g/L剂量的污泥生物炭作非均相催化剂,选取[Na2S2O8]0=0.74mM、1.48mM、1.85mM、3.7mM、7.4mM、11.1mM、14.8mM和18.5mM(可以通过分别加入相应的[Na2S2O8的量,搅拌后得到),pH=6.3、温度25℃,结果显示1.0g/L污泥生物炭,1.85mMNa2S2O8体系下,100分钟内对氯苯酚去处理达到90.8%。The p-chlorophenol solution with a concentration of 5 ppm was selected as the organic model compound, and the sludge biomaterials at doses of 0.2 g/L, 0.4 g/L, 0.6 g/L, 0.8 g/L, 1.0 g/L and 1.2 g/L were selected respectively. Carbon was used as a heterogeneous catalyst, and [Na 2 S 2 O 8 ] 0 = 0.74 mM, 1.48 mM, 1.85 mM, 3.7 mM, 7.4 mM, 11.1 mM, 14.8 mM and 18.5 mM (can be added by adding the corresponding [Na 2 S 2 O 8 ] 0 2 S 2 O 8 amount, obtained after stirring), pH=6.3, temperature 25°C, the results show that 1.0g/L sludge biochar, 1.85mM Na 2 S 2 O 8 system, p-chlorophenol is removed within 100 minutes reached 90.8%.

选择污泥生物炭剂量为1g/L,[Na2S2O8]0=1.85mM,温度25℃。分别在pH=3.0、4.2、5.2、6.3、7.3、8.4和9.4条件下测试对氯苯酚去除率。结果显示碱性条件对去除率有微小提升作用(比酸性条件约高4%),但差异性很小,因此可以认为该催化氧化体系不依赖pH值。The selected sludge biochar dosage is 1 g/L, [Na 2 S 2 O 8 ] 0 =1.85mM, and the temperature is 25°C. The removal rate of p-chlorophenol was tested at pH=3.0, 4.2, 5.2, 6.3, 7.3, 8.4 and 9.4, respectively. The results show that the alkaline conditions have a slight improvement in the removal rate (about 4% higher than that of the acidic conditions), but the difference is small, so it can be considered that the catalytic oxidation system does not depend on pH value.

污泥生物炭对生活垃圾填埋场渗沥液中TOC及氨氮的催化氧化效果:不调整pH(选取5g/L剂量的污泥生物炭作为非均相催化剂,分别选取[Na2S2O8]0=18.75mM、37.5mM、75mM和150mM,测试TOC和氨氮的去除率。结果显示5g/L污泥生物炭,[Na2S2O8]0=150Mm体系12小时内对TOC和氨氮分别有约53%和98%的去除率;并且,该催化氧化体系也不依赖于pH值。Catalytic oxidation effect of sludge biochar on TOC and ammonia nitrogen in leachate of domestic waste landfill: without pH adjustment (sludge biochar with a dosage of 5 g/L was selected as the heterogeneous catalyst, [Na 2 S 2 O 8 ] 0 = 18.75mM, 37.5mM, 75mM and 150mM, test the removal rate of TOC and ammonia nitrogen. The results show that 5g/L sludge biochar, [Na 2 S 2 O 8 ] 0 = 150Mm system can remove TOC and ammonia within 12 hours. The removal rates of ammonia nitrogen were about 53% and 98%, respectively; and the catalytic oxidation system was not pH-dependent.

垃圾渗沥液主要污染物参数如表1所示。The main pollutant parameters of landfill leachate are shown in Table 1.

表1垃圾渗沥液生化出水主要污染物参数Table 1 Main pollutant parameters of landfill leachate biochemical effluent

Figure BDA0001046064530000081
Figure BDA0001046064530000081

上述实施例制备得到的污泥生物炭其表面主要元素构成及比例如表2所示。The composition and proportion of the main elements on the surface of the sludge biochar prepared in the above-mentioned examples are shown in Table 2.

表2污泥生物炭表面主要元素构成(以原子量计)Table 2 Composition of main elements on the surface of sludge biochar (in terms of atomic weight)

Figure BDA0001046064530000082
Figure BDA0001046064530000082

将污泥生物炭进行SEM-EDS、XRD、XPS分析发现,污泥生物炭表面含有不均匀分布的无定形铁,且2价和3价并存,可以认为较多的不定形铁是其对过硫酸盐有催化活性的最主要原因;将污泥生物炭进行FTIR分析发现,污泥生物炭表面含有大量含氧官能团,这些含氧官能团对过硫酸盐的活化也具有贡献;向含模型污染物的反应体系中加入自由基捕获剂做EPR分析发现,本催化氧化反应为自由基反应,硫酸根自由基为主要自由基,同时也发现羟基自由基、超氧自由基和单线态氧也对氧化有贡献。The sludge biochar was analyzed by SEM-EDS, XRD and XPS, and it was found that the surface of sludge biochar contained amorphous iron with uneven distribution, and the bivalent and trivalent coexisted. The main reason for the catalytic activity of sulfate; FTIR analysis of sludge biochar found that the surface of sludge biochar contains a large number of oxygen-containing functional groups, which also contribute to the activation of persulfate; The free radical scavenger was added to the reaction system for EPR analysis, and it was found that the catalytic oxidation reaction was a free radical reaction, and sulfate radical was the main free radical. contribute.

可见,本发明中的污泥生物炭作为过硫酸盐活化剂主要活性成分为无定形铁和表面含氧官能团,且催化氧化为自由基反应,硫酸根自由基占主导地位;通过将污泥生物炭和过硫酸盐同时投入到污水中,过硫酸盐在该污泥生物炭的催化作用下,基于硫酸根自由基催化氧化可以氧化降解污水中有机污染物和/或氨氮。It can be seen that the main active components of the sludge biochar in the present invention as persulfate activator are amorphous iron and surface oxygen-containing functional groups, and the catalytic oxidation is a free radical reaction, and sulfate radicals dominate; Charcoal and persulfate are put into the sewage at the same time, and under the catalytic action of the sludge biochar, the persulfate can oxidatively degrade organic pollutants and/or ammonia nitrogen in the sewage based on the catalytic oxidation of sulfate radicals.

本发明利用污泥(如市政污泥等)原有的过渡金属元素(尤其是铁元素)在污泥生物炭表面形成活性位点,避免了多步共沉淀或浸渍烧结的方式在碳框架上的活性金属负载,该“一步法”便捷制备污泥生物炭用作过硫酸盐活化,经济适用且稳定性好,有效的提供了污泥的高附加值的再利用方式。The present invention utilizes the original transition metal elements (especially iron elements) of sludge (such as municipal sludge, etc.) to form active sites on the surface of sludge biochar, and avoids multi-step co-precipitation or impregnation and sintering on the carbon framework. This "one-step method" is convenient for preparing sludge biochar for persulfate activation, which is economical, applicable and stable, and effectively provides a high value-added reuse method of sludge.

本领域的技术人员容易理解,以上所述仅为本发明的较佳实施例而已,并不用以限制本发明,凡在本发明的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本发明的保护范围之内。Those skilled in the art can easily understand that the above are only preferred embodiments of the present invention, and are not intended to limit the present invention. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present invention, etc., All should be included within the protection scope of the present invention.

Claims (8)

1. A method for degrading organic matters or ammonia nitrogen in sewage by catalyzing persulfate through sludge biochar is characterized by comprising the following steps:
(1) preparing sludge biochar:
drying the sludge to obtain dry sludge; then, pyrolyzing the dry sludge at 300-500 ℃ for at least 2 hours in a nitrogen environment, and cooling to obtain sludge biochar; wherein the sludge is municipal sludge or sludge in a domestic sewage plant; the sludge biochar can be prepared by a one-step pyrolysis method only by adopting dry sludge without adopting multi-step coprecipitation or impregnation sintering and additionally adopting a carrier to load transition metal;
(2) degrading sewage by catalyzing persulfate through sludge biochar:
putting the sludge biochar and persulfate obtained in the step (1) into sewage, using amorphous iron and surface oxygen-containing functional groups contained in the sludge biochar to enable the sludge biochar to be used as a persulfate activator, and oxidizing and degrading organic matters or ammonia nitrogen in the sewage based on sulfate radical catalytic oxidation under the catalytic action of the sludge biochar by persulfate;
the specific surface area of the sludge biochar obtained in the step (1) is 46.98m2/g~80.25m2/g;
In the step (2), the step (c),
when the sewage is the biochemical effluent of the landfill leachate, the ratio of the added sludge biochar to the sewage is 5g/L, and the ratio of the added persulfate to the sewage is 18.75 mmol/L-150 mmol/L;
when the sewage is a parachlorophenol solution, the ratio of the added sludge biochar to the sewage is 0.2-1.2 g/L, and the ratio of the added persulfate to the sewage is 0.74-18.5 mmol/L.
2. The method for degrading organic matters or ammonia nitrogen in sewage by catalyzing persulfate through sludge biochar as claimed in claim 1, wherein in the step (1), the nitrogen environment is a flowing nitrogen environment.
3. The method for degrading organic matters or ammonia nitrogen in sewage by catalyzing persulfate through sludge biochar as claimed in claim 2, wherein the flow rate of the nitrogen is 1L/min.
4. The method for degrading organic matters or ammonia nitrogen in sewage by catalyzing persulfate through sludge biochar as claimed in claim 1, wherein in the step (1), the temperature of the heat preservation treatment is 400 ℃; the drying in the step (1) is drying at 105 ℃ for 24 h.
5. The method for degrading organic matters or ammonia nitrogen in sewage by catalyzing persulfate through the sludge biochar as claimed in claim 1, wherein the sludge biochar obtained in the step (1) is further subjected to grinding treatment to obtain the sludge biochar with the mesh number of more than 200 meshes.
6. The method for degrading organic matters or ammonia nitrogen in sewage by catalyzing persulfate through sludge biochar as claimed in claim 1, wherein in the step (2), when the sewage is landfill leachate biochemical effluent, the ratio of the sludge biochar to the sewage is 5g/L, and the ratio of the persulfate to the sewage is 150 mmol/L.
7. The method for degrading organic matters or ammonia nitrogen in sewage by catalyzing persulfate through sludge biochar as claimed in claim 1, wherein in the step (2), when the sewage is a p-chlorophenol solution, the ratio of the added sludge biochar to the sewage is 1.0g/L, and the ratio of the added persulfate to the sewage is 1.85 mmol/L.
8. The method for degrading organic matters or ammonia nitrogen in sewage by using the sludge biochar to catalyze persulfate according to claim 1, wherein in the step (2), the persulfate is Na2S2O8
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