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CN103771674B - A kind of in-situ remediation method of polluted bed mud - Google Patents

A kind of in-situ remediation method of polluted bed mud Download PDF

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CN103771674B
CN103771674B CN201410052322.0A CN201410052322A CN103771674B CN 103771674 B CN103771674 B CN 103771674B CN 201410052322 A CN201410052322 A CN 201410052322A CN 103771674 B CN103771674 B CN 103771674B
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bed mud
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loess
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CN103771674A (en
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李轶
蔡玮
吴悦
王晴
王大伟
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Hohai University HHU
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Abstract

The invention discloses a kind of in-situ remediation method of polluted bed mud, belong to in-situ sediment remediation technical field, the method is that cladding thickness is the loess formation of 10 ~ 15cm on polluted bed mud, loess formation and polluted bed mud interface place establish polarity carbon electrode I, polarity carbon electrode II is established at loess formation and water interface place, polarity carbon electrode I is connected as negative electrode with power cathode, and polarity carbon electrode II is connected as anode with positive source, and energising hydrolysis carries out in-situ immobilization to polluted bed mud.The present invention adds electrode in covering material, and during energising hydrolysis, pollutent in bed mud of can effectively degrading, creates a redox gradient rapidly, provide electron donor and acceptor in bed mud tectum, stimulates microorganism growth, strengthens the biological degradation of pollutent.

Description

一种污染底泥的原位修复方法An in-situ remediation method for polluted sediment

技术领域 technical field

本发明属于底泥原位修复技术领域,具体涉及一种污染底泥的原位修复方法。 The invention belongs to the technical field of in-situ restoration of bottom mud, and in particular relates to an in-situ restoration method of polluted bottom mud.

背景技术 Background technique

水体污染是全球普遍存在的一个重要环境问题,在河流污染治理过程中,污染底泥的治理一直是主要的难点。污染物通过大气沉降、雨水淋溶、废水排放、水土流失与冲刷等途径进入水体,并逐渐沉降富集到水体底泥中。通过与上覆水体间的物理、化学和生物交换作用,底泥中的污染物会重新释放,成为影响和制约上覆水质的重要内污染源。 Water pollution is an important environmental problem that exists worldwide. In the process of river pollution control, the control of polluted sediment has always been the main difficulty. Pollutants enter the water body through atmospheric deposition, rainwater leaching, wastewater discharge, soil erosion and erosion, and gradually settle and accumulate in the bottom mud of the water body. Through physical, chemical and biological exchanges with the overlying water body, the pollutants in the sediment will be re-released and become an important internal pollution source that affects and restricts the quality of the overlying water.

美国环保局(EPA) 2004年提出“污染底泥修复导则”,提出了三种主要方法:疏浚,监测下的自然修复和覆盖。受污染的底泥经常包含有毒的人为有机与无机污染物的复杂混合物。如果直接降解这些混合物,不仅花费大而且效率极为有限,若使其自然恢复,速率又很缓慢。在这种情况下,使用原位覆盖来处理被污染的底泥。通过覆盖,使底泥与上覆水隔开,阻止底泥污染物向上覆水的释放。同时,覆盖材料可以稳固污染底泥,防止其再悬浮或者迁移,并且具有吸附作用,可以一定程度地减少污染物向上覆水扩散的通量。原位覆盖方法简单来说就是用一层材料覆盖在底泥表面来隔离水生生态系统的污染物。然而,当覆盖材料饱和时,污染底泥对人类和环境健康的风险又会出现。基于电化学技术的补救措施被开发出来,电极有可能安置在地下水或者底泥中处理氯化溶剂和活性化合物的污染物、混合有机无机废物和重金属。在这些情况下的电极可被直接用于降解污染物,在电极隔离污染物,或通过电动过程收集污染物用于进一步处理;而这些过程都要求高电压或者大量电极,增加了成本。显然,这些方法目前还不能完全满足使用需求。 The U.S. Environmental Protection Agency (EPA) proposed "Guidelines for Remediation of Contaminated Sediment" in 2004, which proposed three main methods: dredging, natural restoration under monitoring, and capping. Contaminated sediments often contain complex mixtures of toxic anthropogenic organic and inorganic pollutants. If these mixtures are directly degraded, not only the cost is high but the efficiency is extremely limited, and if they are allowed to recover naturally, the rate is very slow. In this case, use in-situ cover to treat the contaminated sediment. By covering, the bottom mud is separated from the overlying water, and the release of bottom mud pollutants to the overlying water is prevented. At the same time, the covering material can stabilize the polluted sediment, prevent it from resuspension or migration, and has an adsorption effect, which can reduce the flux of pollutants diffusing to the overlying water to a certain extent. The in-situ covering method is simply to cover the surface of the sediment with a layer of material to isolate the pollutants of the aquatic ecosystem. However, the risk to human and environmental health from contaminated sediment resurfaces when the cover material becomes saturated. Remedial measures based on electrochemical techniques have been developed, where electrodes may be placed in groundwater or sediments to treat pollutants from chlorinated solvents and reactive compounds, mixed organic-inorganic wastes and heavy metals. Electrodes in these cases can be used directly to degrade pollutants, sequester pollutants at the electrodes, or collect pollutants for further processing through electrokinetic processes; both of these processes require high voltages or a large number of electrodes, adding to the cost. Obviously, these methods cannot fully meet the usage requirements at present.

发明内容 Contents of the invention

发明目的:针对现有技术中存在的不足,本发明的目的在于提供一种污染底泥的原位修复方法,不仅可以刺激沉积物中的污染物降解,而且在底泥覆盖层创造一个氧化还原梯度并且为污染物降解提供电子供体与受体,加强底泥中污染物的降解效率。 Purpose of the invention: In view of the deficiencies in the prior art, the purpose of the present invention is to provide an in-situ remediation method for polluted sediment, which can not only stimulate the degradation of pollutants in the sediment, but also create a redox environment in the sediment cover layer. Gradient and provide electron donors and acceptors for the degradation of pollutants, and enhance the degradation efficiency of pollutants in the sediment.

技术方案:为了实现上述发明目的,本发明采用的技术方案为: Technical solution: In order to realize the above-mentioned purpose of the invention, the technical solution adopted in the present invention is:

一种污染底泥的原位修复方法:在污染底泥上覆盖厚度为10~15cm的黄土层,黄土层与污染底泥交界面处设极性碳极I ,在黄土层与水交界面处设极性碳极II,极性碳极I与电源负极相连作为阴极,极性碳极II与电源正极相连作为阳极,通电水解对污染底泥进行原位修复即可。 An in-situ restoration method for polluted bottom mud: covering the polluted bottom mud with a loess layer with a thickness of 10-15 cm, setting a polar carbon pole I at the interface between the loess layer and the polluted bottom mud, and setting a polar carbon pole I at the interface between the loess layer and water The polar carbon pole II is set, the polar carbon pole I is connected to the negative pole of the power supply as the cathode, and the polar carbon pole II is connected to the positive pole of the power supply as the anode, and the contaminated sediment can be repaired in situ by electrification and hydrolysis.

所述的黄土密度为2~3g·cm-3,平均粒径0.1~0.2mmol/L。 The loess has a density of 2-3 g·cm -3 and an average particle size of 0.1-0.2 mmol/L.

所述的通电水解,电源的输出电压为3~4V。 For the electrified hydrolysis, the output voltage of the power supply is 3-4V.

工作原理:本发明提供的底泥原位覆盖技术是在泥水界面放置一定厚度的黄土作为屏障隔离污染物扩散到上覆水层,并且在其中安置电极,通电水解时,阴极产生H2,刺激生物降解的还原反应,阳极产生O,刺激生物降解的氧化反应;克服了自然条件不能为污染物的完全矿化提供连续的氧化还原条件,也不能为污染物生物降解提供足够的电子供体与受体的限制条件,迅速创造一个氧化还原梯度的同时提供电子供体与受体刺激微生物生长,增强污染物的生物降解。 Working principle: The bottom mud in-situ covering technology provided by the present invention is to place a certain thickness of loess on the mud-water interface as a barrier to isolate pollutants from diffusing to the overlying water layer, and place electrodes in it. When energized and hydrolyzed, the cathode generates H 2 to stimulate biological The reduction reaction of degradation, the anode produces O 2 , which stimulates the oxidation reaction of biodegradation; overcoming the natural conditions can not provide continuous redox conditions for the complete mineralization of pollutants, nor can it provide enough electron donors and Acceptor limiting conditions rapidly create a redox gradient while providing electron donors and acceptors to stimulate microbial growth and enhance the biodegradation of pollutants.

有益效果:与现有技术相比,本发明的污染底泥的原位修复方法,不仅简单合理,在覆盖材料中加入电极,通电水解时,可有效降解底泥中污染物,在底泥覆盖层中迅速创造一个氧化还原梯度,同时提供电子供体与受体,刺激微生物生长,增强污染物的生物降解。 Beneficial effects: Compared with the prior art, the in-situ restoration method of polluted sediment of the present invention is not only simple and reasonable, but also can effectively degrade the pollutants in the sediment when the electrode is added to the covering material, and the pollutants in the sediment can be covered in the sediment. Rapidly create a redox gradient in the layer, while providing electron donors and acceptors, stimulating microbial growth and enhancing the biodegradation of pollutants.

附图说明 Description of drawings

图1为污染底泥的电动力学修复原理图解; Figure 1 is a schematic diagram of the principle of electrokinetic remediation of polluted sediment;

图2为T-cell 反应器示意图; Fig. 2 is T-cell reactor schematic diagram;

图3为 T-cell 1 氧化还原电位变化图; Figure 3 is a diagram of the redox potential change of T-cell 1;

图4为 T-cell 2 氧化还原电位变化图; Figure 4 is a diagram of the redox potential change of T-cell 2;

图5为 T-cell 3 氧化还原电位变化图; Figure 5 is a diagram of the redox potential change of T-cell 3;

图6为实验室测试反应器示意图; Fig. 6 is a schematic diagram of a laboratory test reactor;

图7为外施电压与硝基苯还原速率常数关系图; Fig. 7 is a relation diagram between applied voltage and nitrobenzene reduction rate constant;

图8为初始硝基苯浓度与硝基苯还原速率常数关系图; Fig. 8 is a relation diagram of initial nitrobenzene concentration and nitrobenzene reduction rate constant;

图9为有机污染物存在与硝基苯还原速率常数关系图。 Figure 9 is a graph showing the relationship between the presence of organic pollutants and the reduction rate constant of nitrobenzene.

具体实施方式 Detailed ways

下面结合具体实施例对本发明作进一步的说明,本发明不仅限于以下实施例。 The present invention will be further described below in conjunction with specific examples, and the present invention is not limited to the following examples.

实施例1 Example 1

如图1所示,污染底泥的原位修复方法,包括以下步骤: As shown in Figure 1, the in-situ remediation method of polluted sediment includes the following steps:

1)在泥水交界面垂直于污染物传输路径放置极性碳极I,极性碳极I连接电源负极作为阴极; 1) Place a polar carbon electrode I at the mud-water interface perpendicular to the pollutant transmission path, and connect the polar carbon electrode I to the negative pole of the power supply as the cathode;

2)在极性碳极I上覆盖10~15cm厚度的覆盖材料(黄土层,黄土的密度为2~3g·cm-3,平均粒径0.1~0.2mmol/L); 2) Cover the polar carbon electrode I with a covering material with a thickness of 10~15cm (loess layer, the density of loess is 2~3g·cm -3 , and the average particle size is 0.1~0.2mmol/L);

3)在黄土层与水交界面处垂直于污染物传输路径安置另一个极性碳极II,极性碳极II连接电源正极作为阳极; 3) Another polar carbon pole II is placed at the interface between the loess layer and the water perpendicular to the pollutant transmission path, and the polar carbon pole II is connected to the positive pole of the power supply as an anode;

4)通电水解,电源的输出电压为3V。 4) Power hydrolysis, the output voltage of the power supply is 3V.

污染底泥的原位修复方法是在泥水界面放置一定厚度的黄土作为屏障隔离污染物扩散到上覆水层,并且在其中安置电极,通电水解时,阴极产生H2,刺激生物降解的还原反应,阳极产生O,刺激生物降解的氧化反应;克服了自然条件不能为污染物的完全矿化提供连续的氧化还原条件,也不能为污染物生物降解提供足够的电子供体与受体的限制条件,迅速创造一个氧化还原梯度的同时提供电子供体与受体刺激微生物生长,增强污染物的生物降解。 The in-situ remediation method of polluted bottom mud is to place a certain thickness of loess on the mud-water interface as a barrier to isolate pollutants from diffusing to the overlying water layer, and place electrodes in it. When energized and hydrolyzed, the cathode generates H 2 to stimulate the reduction reaction of biodegradation. The anode produces O 2 to stimulate the oxidation reaction of biodegradation; it overcomes the limitation that natural conditions cannot provide continuous redox conditions for the complete mineralization of pollutants, nor can they provide sufficient electron donors and acceptors for the biodegradation of pollutants , rapidly creating a redox gradient while providing electron donors and acceptors to stimulate microbial growth and enhance the biodegradation of pollutants.

实施例2 Example 2

如图2所示的T-cell 反应器是作为实验室装置来评价碳极创造氧化还原梯度的能力,从而反映在此环境下污染物的生物降解能力。此反应器下层放置4cm厚度的沉积物(取自南京秦淮河夫子庙段),一块14 ×7 cm编织碳布放在沉积物上层作为极性碳极I。在阴极上放置10cm厚度的黄土层(密度为2~3g·cm-3,平均粒径0.1~0.2mmol/L)。在黄土层上放置一块14 ×7 cm编织碳布作为极性碳极II。向反应器中加入与上述沉积物同地段的水。极性碳极I与电源负极相连作为阴极,极性碳极II与电源正极相连作为阳极。 The T-cell reactor shown in Figure 2 is used as a laboratory device to evaluate the ability of the carbon electrode to create a redox gradient, thereby reflecting the biodegradability of pollutants in this environment. A 4cm-thick sediment (taken from the Confucius Temple section of the Qinhuai River in Nanjing) was placed in the lower layer of the reactor, and a 14×7 cm woven carbon cloth was placed on the upper layer of the sediment as the polar carbon electrode I. Place a 10cm thick loess layer (density 2~3g·cm -3 , average particle size 0.1~0.2mmol/L) on the cathode. A 14 × 7 cm woven carbon cloth was placed on the loess layer as the polar carbon pole II. Add water from the same section as the above-mentioned sediments to the reactor. The polar carbon pole I is connected to the negative pole of the power supply as the cathode, and the polar carbon pole II is connected to the positive pole of the power supply as the anode.

实验中用三个上述反应器作对比实验,分别标记为T-cell 1 反应器,T-cell 2反应器,T-cell 3反应器。T-cell 1与T-cell 2反应器中的电极分别用铜线与两台4 V华仪 382202直流电源相连。电源1对T-cell 1反应器输出电压4V并持续供电100天。电源2对T-cell 2反应器输出电压4V并持续30天,然后断开供电。T-cell 3反应器不连接电源。观察上述三个反应器,用Pt微电极测量三个反应器不同阶段不同深度(以黄土与水层交界面为0,向下深度依次增加)氧化还原电位,从而反映出碳极创造氧化还原梯度的能力。结果如图3~5所示,在图3~5中,d代表深度,单位为米。 In the experiment, three of the above-mentioned reactors were used as comparative experiments, respectively marked as T-cell 1 reactor, T-cell 2 reactor, and T-cell 3 reactor. The electrodes in T-cell 1 and T-cell 2 reactors were respectively connected to two 4 V Huayi 382202 DC power supplies with copper wires. Power supply 1 outputs 4V to the T-cell 1 reactor and supplies power continuously for 100 days. The power supply 2 outputs 4V to the T-cell 2 reactor for 30 days, and then disconnects the power supply. The T-cell 3 reactor is not connected to a power source. Observe the above three reactors, and use Pt microelectrodes to measure the oxidation-reduction potentials of the three reactors at different stages and at different depths (the interface between the loess and the water layer is 0, and the depth increases sequentially), which reflects that the carbon pole creates a redox gradient. Ability. The results are shown in Figures 3~5. In Figures 3~5, d represents the depth in meters.

如图3,T-cell 1 氧化还原电位变化图。对T-cell 1反应器输出电压4V前,阳极与阴极氧化还原电位差为90mV,持续输出电压第98天时,阳极与阴极氧化还原电位差为700mV,远大于对反应器输出电压前阳极与阴极氧化还原电位差。 As shown in Figure 3, the redox potential change diagram of T-cell 1. Before the output voltage of the T-cell 1 reactor was 4V, the redox potential difference between the anode and the cathode was 90mV, and when the output voltage continued for 98 days, the redox potential difference between the anode and the cathode was 700mV, which was much larger than that of the anode and the cathode before the output voltage of the reactor redox potential difference.

如图4,T-cell 2 氧化还原电位变化图。对T-cell 2反应器输出电压4V前,阳极与阴极氧化还原电位差为80mV,持续输出电压第28天时,阳极与阴极氧化还原电位差为700mV,远大于对反应器输出电压前阳极与阴极氧化还原电位差。电源断开后氧化还原电位差逐渐减小。 As shown in Figure 4, the redox potential change diagram of T-cell 2 . Before the output voltage of the T-cell 2 reactor was 4V, the redox potential difference between the anode and the cathode was 80mV. When the output voltage continued for 28 days, the redox potential difference between the anode and the cathode was 700mV, which was much larger than that of the anode and the cathode before the output voltage of the reactor. redox potential difference. After the power is turned off, the redox potential difference gradually decreases.

如图5,T-cell 3 氧化还原电位变化图。T-cell 3反应器中初始阳极与阴极氧化还原电位差为65mV,第98天时,阳极与阴极氧化还原电位差为5mV,基本保持变化不大的氧化还原电位差。 As shown in Figure 5, the redox potential change diagram of T-cell 3 . In the T-cell 3 reactor, the initial redox potential difference between the anode and the cathode was 65mV. On the 98th day, the redox potential difference between the anode and the cathode was 5mV, and the redox potential difference basically remained unchanged.

由此得出,反应器中由于加入电极输出电压能够在迅速创造一个氧化还原梯度,克服了自然条件不能为污染物的完全矿化提供连续的氧化还原条件的限制,从而增强微生物氧化有机污染物的能力。 It can be concluded that the addition of electrode output voltage in the reactor can quickly create a redox gradient, which overcomes the limitation that natural conditions cannot provide continuous redox conditions for the complete mineralization of pollutants, thereby enhancing the microbial oxidation of organic pollutants Ability.

实施例3 Example 3

如图6所示,为实验室测试反应器,其含有两个玻璃腔室,以阳离子交换膜相连接,在玻璃腔室中分别安置12.6×6.25cm的碳布作为电极;两个电极通过直径0.64cm,长度15.2cm的石墨棒与一台E3620A直流电源供应器相连;每个腔室有60ml顶部空间和250ml缓冲溶液,缓冲溶液含有20mmol/L NaHCO3与20mmol/L NaCl,并用5%浓度的NaOH调节pH到6.5,与底泥孔隙水的强度相匹配。此装置模拟了常规水域环境,用来测试电压,初始污染物浓度和天然有机物浓度对降解污染物的影响,从而为含有电极的原位覆盖层的设计提供参考数据,做出最佳设计方案。 As shown in Figure 6, it is a laboratory test reactor, which contains two glass chambers connected by cation exchange membranes, and carbon cloths of 12.6×6.25 cm are placed in the glass chambers as electrodes; the two electrodes pass through the diameter 0.64cm, length 15.2cm graphite rod is connected to an E3620A DC power supply; each chamber has 60ml headspace and 250ml buffer solution, the buffer solution contains 20mmol/L NaHCO 3 and 20mmol/L NaCl, and with 5% concentration The NaOH was used to adjust the pH to 6.5, matching the strength of the sediment pore water. This device simulates the conventional water environment and is used to test the influence of voltage, initial pollutant concentration and natural organic matter concentration on the degradation of pollutants, so as to provide reference data for the design of the in-situ covering layer containing electrodes and make the best design scheme.

硝基苯是一般水域中比较常见的污染物。以硝基苯为污染物,分别研究外施电压,初始污染物浓度及天然有机物的存在对污染物降解的影响。在其中一个腔室中加入硝基苯,在还原反应中连接到电源负极作为阴极,然后在氧化反应中切换到正极作为阳极。在此反应器中,硝基苯按理论在阴极还原为苯胺,中间产物为亚硝基苯,苯胺随后在阳极被去除。 Nitrobenzene is a relatively common pollutant in general waters. Taking nitrobenzene as a pollutant, the effects of applied voltage, initial pollutant concentration and the presence of natural organic matter on the degradation of pollutants were studied respectively. Add nitrobenzene to one of the chambers, connect to the negative pole of the power supply as the cathode in the reduction reaction, and then switch to the positive pole as the anode in the oxidation reaction. In this reactor, nitrobenzene is theoretically reduced to aniline at the cathode, the intermediate product is nitrosobenzene, and aniline is subsequently removed at the anode.

如图7,测试外施电压对硝基苯还原速率的影响。当电压在2V到3.5V时硝基苯的还原速率从0.3 h?1增加到1.6 h?1,亚硝基苯的还原速率从0.04 h?1增加到0.64 h?1;电压高于3.5V时,硝基苯和亚硝基苯的还原速率并没有随电压继续增大而增大;电压小于2V时,反应不会发生。 As shown in Figure 7, the effect of the applied voltage on the reduction rate of nitrobenzene was tested. When the voltage is from 2V to 3.5V, the reduction rate of nitrobenzene increases from 0.3 h?1 to 1.6 h?1, and the reduction rate of nitrosobenzene increases from 0.04 h ?1 to 0.64 h ?1 ; the voltage is higher than 3.5V When , the reduction rate of nitrobenzene and nitrosobenzene did not increase with the increase of voltage; when the voltage was less than 2V, the reaction would not occur.

如图8,测试初始硝基苯浓度对硝基苯还原速率影响。若将初始硝基苯浓度从100μM减小到5μM,硝基苯还原速率从0.88 h?1增加到7.9 h?1,亚硝基苯的还原速率0.36 h?1增加到1.7 h?1As shown in Figure 8, the effect of the initial nitrobenzene concentration on the reduction rate of nitrobenzene was tested. If the initial nitrobenzene concentration was reduced from 100 μM to 5 μM, the reduction rate of nitrobenzene increased from 0.88 h −1 to 7.9 h −1 , and that of nitrosobenzene increased from 0.36 h −1 to 1.7 h −1 .

如图9,测试天然有机物的存在对硝基苯还原速率的影响。用腐植酸溶液(含有14.4 mg/L DOC)试验。当没有天然有机物存在时,硝基苯还原速率常数为2.2 h?1。加入腐植酸溶液时,硝基苯还原速率常数为0.8 h?1。而亚硝基苯还原速率常数均在0.4 h?1左右。 As shown in Figure 9, the influence of the presence of natural organic matter on the reduction rate of nitrobenzene was tested. Test with humic acid solution (containing 14.4 mg/L DOC). When no natural organic matter exists, the rate constant of nitrobenzene reduction is 2.2 h -1 . When humic acid solution was added, the reduction rate constant of nitrobenzene was 0.8 h −1 . The reduction rate constants of nitrosobenzene were all around 0.4 h −1 .

本发明提供的底泥原位覆盖技术是在沉积物水界面放置10~15cm厚度的黄土作为屏障隔离污染物扩散到上覆水层;由于自然条件不能为污染物的完全矿化提供连续的氧化还原条件,也不能为污染物生物降解提供足够的电子供体与受体。本发明在黄土覆盖层中安置电极,迅速创造一个氧化还原梯度的同时提供电子供体与受体刺激微生物生长,增强污染物的生物降解。从以上实验得出结论,当电压在2V到3.5V时硝基苯和亚硝基苯还原速率常数均随外施电压的增加而增加,当电压高于3.5V时停止增加,故优选电压为3~4V。当初始硝基苯浓度从100μM减小到5μM时,硝基苯还原速率常数变为原来的9倍,亚硝基苯还原速率常数变为原来的5倍。天然有机物的存在降低硝基苯还原速率,亚硝基苯还原速率基本不变。 The bottom mud in-situ covering technology provided by the present invention is to place loess with a thickness of 10 to 15 cm on the sediment water interface as a barrier to isolate pollutants from diffusing to the overlying water layer; due to natural conditions, continuous redox cannot be provided for the complete mineralization of pollutants conditions, and cannot provide sufficient electron donors and acceptors for the biodegradation of pollutants. The invention arranges electrodes in the loess covering layer, quickly creates a redox gradient, and at the same time provides electron donors and acceptors to stimulate the growth of microorganisms and enhance the biodegradation of pollutants. From the above experiments, it can be concluded that the reduction rate constants of nitrobenzene and nitrosobenzene all increase with the increase of the applied voltage when the voltage is between 2V and 3.5V, and stop increasing when the voltage is higher than 3.5V, so the preferred voltage is 3~4V. When the initial nitrobenzene concentration decreased from 100 μM to 5 μM, the reduction rate constant of nitrobenzene became 9 times of the original, and the reduction rate constant of nitrosobenzene became 5 times of the original. The presence of natural organic matter decreased the reduction rate of nitrobenzene, but the reduction rate of nitrosobenzene was basically unchanged.

Claims (3)

1.一种污染底泥的原位修复方法,其特征在于:在污染底泥上覆盖厚度为10~15cm的黄土层,黄土层与污染底泥交界面处设极性碳极I,在黄土层与水交界面处设极性碳极II,极性碳极I与电源负极相连作为阴极,极性碳极II与电源正极相连作为阳极,通电水解对污染底泥进行原位修复即可;所述的极性碳极I与极性碳极II均设在黄土层内。1. An in-situ remediation method for polluted bottom mud, characterized in that: the polluted bottom mud is covered with a loess layer with a thickness of 10 to 15 cm, a polar carbon pole I is set at the interface between the loess layer and the polluted bottom mud, and the loess A polar carbon pole II is set at the interface between the layer and the water, and the polar carbon pole I is connected to the negative pole of the power supply as the cathode, and the polar carbon pole II is connected to the positive pole of the power supply as the anode, and the polluted sediment can be repaired in situ by power-on hydrolysis; The polar carbon pole I and the polar carbon pole II are both arranged in the loess layer. 2.根据权利要求1所述的污染底泥的原位修复方法,其特征在于:所述的黄土密度为2~3g·cm-3,平均粒径0.1~0.2mmol/L。2. The method for in-situ remediation of polluted bottom mud according to claim 1, characterized in that the density of the loess is 2-3 g·cm -3 and the average particle size is 0.1-0.2 mmol/L. 3.根据权利要求1所述的污染底泥的原位修复方法,其特征在于:所述的通电水解,电源的输出电压为3~4V。3. The method for in-situ remediation of polluted bottom mud according to claim 1, characterized in that: for the electrified hydrolysis, the output voltage of the power supply is 3-4V.
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