CN108275753B - A method for treating landfill leachate membrane filtration concentrate and its special device - Google Patents
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- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims abstract description 61
- UQSXHKLRYXJYBZ-UHFFFAOYSA-N Iron oxide Chemical compound [Fe]=O UQSXHKLRYXJYBZ-UHFFFAOYSA-N 0.000 claims abstract description 19
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- RTAQQCXQSZGOHL-UHFFFAOYSA-N Titanium Chemical compound [Ti] RTAQQCXQSZGOHL-UHFFFAOYSA-N 0.000 claims abstract description 14
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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
- C02F1/46104—Devices therefor; Their operating or servicing
- C02F1/46109—Electrodes
- C02F2001/46133—Electrodes characterised by the material
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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
- C02F2103/06—Contaminated groundwater or leachate
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Abstract
Description
技术领域technical field
本发明涉及污水处理技术领域,特别涉及垃圾填埋场垃圾渗滤液采用“预处理+生物处理+深度处理”后产生的膜浓缩液的处理方法及其专用装置。The invention relates to the technical field of sewage treatment, in particular to a method and a special device for treating the membrane concentrate produced by "pretreatment + biological treatment + advanced treatment" for landfill leachate.
背景技术Background technique
垃圾渗滤液是垃圾填埋过程中产生二次污染的主要原因之一,如果控制不当势必严重污染地下水、地表水、土壤及周边环境,造成严重的水资源浪费,渗滤液中大量有机污染物,进入食物链后将直接威胁人体健康,严重的还会引起流行性疾病的爆发。目前,国内常用的垃圾渗滤液处理方法是预处理+生物处理+深度处理,也是《生活垃圾填埋场渗滤液处理工程技术规范(试行)》(HJ 564—2010)和《生活垃圾渗滤液处理技术规范》(CJJ150—2010)推荐的垃圾渗滤液处理常规工艺路线。该套组合工艺的优点是抗冲击能力较强,处理效果好,出水水质直接达到排放标准。但膜过滤技术处理后产生的浓缩液因其污染物浓度高、生化性差、含盐量大、色度高等特点,成为目前垃圾渗滤液处理的难题。Landfill leachate is one of the main causes of secondary pollution in the process of landfill. If it is not properly controlled, it will seriously pollute groundwater, surface water, soil and the surrounding environment, resulting in serious waste of water resources, and a large amount of organic pollutants in the leachate. After entering the food chain, it will directly threaten human health, and even cause the outbreak of epidemic diseases in serious cases. At present, the commonly used landfill leachate treatment method in China is pretreatment + biological treatment + advanced treatment. The conventional process route for landfill leachate treatment recommended by the Technical Specifications (CJJ150-2010). The advantages of this set of combined processes are that the impact resistance is strong, the treatment effect is good, and the effluent quality directly meets the discharge standard. However, the concentrated solution produced by membrane filtration technology has become a difficult problem in the current landfill leachate treatment due to its high pollutant concentration, poor biochemical properties, high salt content and high chromaticity.
目前,国内外处理垃圾渗滤液膜滤浓缩液的主要方法为回灌法和蒸发法,但是这两种方法都存在一定缺点和局限性。回灌法包括回灌填埋堆体和回流调节池,回灌的浓缩液重新流经填埋层或回流池,利用原有的大量微生物对浓缩液中有机物进行生物降解、吸附、过滤等作用,从而达到降解垃圾渗滤液膜滤浓缩液的目的。然而,回灌法的处理周期较长,随着时间推移,污染物不断累积,致使垃圾渗滤液生化性差、含盐量增加,处理难度加大。进而影响到膜过滤处理,使膜产水率不断降低,更易发生污堵,维护成本变高。蒸发是指在一定的温度和压强下,把相对易挥发组分从混合液中分离出去的过程。蒸发工艺可以将待处理液浓缩到不足原液体积2%~10%。但蒸发法也存在一些问题,蒸发过程中会有部分挥发性烃、挥发性有机酸和氨等污染物会进入蒸气,最终存在于冷凝液中,需经处理达标后方可排放。蒸发后的浓液还需进一步干燥处理,处理费用相对较高,且蒸发设备造价昂贵,极易腐蚀、结垢,维护成本较大。因此,如何兼顾处理成本的情况下有效处理垃圾渗滤液膜滤浓缩液已成为目前各垃圾填埋场亟待解决的问题。At present, the main methods for the treatment of landfill leachate membrane filtration concentrate at home and abroad are the recharge method and the evaporation method, but these two methods have certain shortcomings and limitations. The recharge method includes the recharge of the landfill body and the backflow adjustment tank. The recharged concentrate flows through the landfill layer or the backflow tank again, and uses a large number of original microorganisms to biodegrade, adsorb, and filter the organic matter in the concentrate. , so as to achieve the purpose of degrading the landfill leachate membrane filtration concentrate. However, the treatment cycle of the recharge method is long, and the pollutants continue to accumulate over time, resulting in poor biochemical properties of landfill leachate, increased salt content, and increased treatment difficulty. In turn, the membrane filtration treatment is affected, the membrane water production rate is continuously reduced, fouling is more likely to occur, and the maintenance cost is increased. Evaporation refers to the process of separating relatively volatile components from a mixed liquid at a certain temperature and pressure. The evaporation process can concentrate the liquid to be treated to less than 2% to 10% of the volume of the original liquid. However, there are also some problems with the evaporation method. During the evaporation process, some pollutants such as volatile hydrocarbons, volatile organic acids and ammonia will enter the vapor and eventually exist in the condensate, which must be treated and discharged before reaching the standard. The evaporated concentrate needs to be further dried, and the treatment cost is relatively high, and the evaporation equipment is expensive, easily corroded and scaled, and the maintenance cost is high. Therefore, how to effectively treat the landfill leachate membrane filtration concentrate while considering the treatment cost has become an urgent problem to be solved in various landfills at present.
电催化技术是通过电化学氧化体系中产生的羟基自由基(·OH)、ClO-等降解大分子有机污染物,国内外的研究中最常用的电催化电极为DSA(形稳性阳极),DSA具有导电性好、密度小、机械强度高、化学性质稳定的特点,并且不易被氧化,能有效地提高电流利用效率。而且表面的稀有金属氧化物析氧电势高,是目前电催化应用化中性能最好的阳极。因为垃圾渗滤液膜滤浓缩液电导率高、导电性好,且Cl-含量非常高、易于产生ClO-,电催化在处理膜滤浓缩液方向极具发展潜力,但国内外相关研究较少,且单一的电催化处理膜滤浓缩液难以达到理想的处理效果。Electrocatalytic technology is to degrade macromolecular organic pollutants through hydroxyl radicals ( OH) and ClO - generated in the electrochemical oxidation system. The most commonly used electrocatalytic electrode in domestic and foreign research is DSA (dimensionally stable anode), DSA has the characteristics of good conductivity, low density, high mechanical strength, stable chemical properties, and is not easy to be oxidized, which can effectively improve the current utilization efficiency. Moreover, the rare metal oxide on the surface has a high oxygen evolution potential, which is the anode with the best performance in electrocatalytic applications. Because the landfill leachate membrane filtration concentrate has high electrical conductivity, good electrical conductivity, and the Cl - content is very high, and it is easy to generate ClO - , electrocatalysis has great development potential in the treatment of membrane filtration concentrate, but there are few related studies at home and abroad. And a single electrocatalytic treatment membrane filtration concentrate is difficult to achieve the ideal treatment effect.
芬顿法是处理各种难降解有机物应用最多的一种高级氧化技术,其实质是H2O2在Fe2+的催化作用下生成具有高反应活性的羟基自由基,·OH可有效处理酚类、农药、印染、焦化及垃圾渗滤液等难降解废水,但是药剂成本较高。电芬顿法是近年来在芬顿基础上发展的新技术。其中,阴极电芬顿法利用电化学产生H2O2和Fe2+,不用外加H2O2,降低了药剂投加成本,且有机物降解彻底,不易产生中间有毒有害物质,拥有诸多优点。但其技术的发展也遇到了一定的阻碍,目前最突出的问题是主要受到阴极材料的限制以及O2在溶液中传质的影响,使得氧气在阴极表面还原生成H2O2的反应速率受到极大的限制,而且H2O2和Fe2+总的效率也很低,由于这些方面的限制导致了电芬顿法在实际中的应用并不是很理想。 The Fenton method is an advanced oxidation technology that is most widely used in the treatment of various refractory organics . Refractory wastewater such as chemicals, pesticides, printing and dyeing, coking and landfill leachate, etc., but the cost of chemicals is high. Electro-Fenton method is a new technology developed on the basis of Fenton in recent years. Among them, the cathodic electro-Fenton method utilizes electrochemistry to generate H 2 O 2 and Fe 2+ , without adding H 2 O 2 , which reduces the cost of adding chemicals, and the organic matter is degraded completely, and it is not easy to produce intermediate toxic and harmful substances, and has many advantages. However, the development of its technology has also encountered certain obstacles. The most prominent problem at present is that it is mainly limited by the cathode material and the mass transfer of O 2 in the solution, so that the reaction rate of the reduction of oxygen to H 2 O 2 on the cathode surface is affected by It is extremely limited, and the total efficiency of H 2 O 2 and Fe 2+ is also very low. Due to these limitations, the application of the electro-Fenton method in practice is not very ideal.
发明内容SUMMARY OF THE INVENTION
为了解决背景技术中所述问题,本发明提供一种垃圾渗滤液膜滤浓缩液的处理方法及其专用装置,将阳极电催化电极和阴极电芬顿电极运用于同一电化学体系中,借助电催化协同电芬顿有效地处理垃圾渗滤液膜滤浓缩液,克服了单一电催化系统中阴极对高浓度有机物降解贡献小,电催化体系去除效果有限的技术难题。针对阴极电芬顿中Fe2+需要外投、利用率较低且生成铁泥量大、阴极H2O2生成效率低,反应出水pH需调节至中性,药剂投加成本大等问题,本发明通过浸渍法将铁氧化物负载在活性炭中制成非均相芬顿催化剂,利用该催化剂为主体材料制作的载铁炭基钛网复合电极,可有效的抑制铁离子的溶出,减少了反应后生成的铁氧化物沉淀,提高了体系对Fe2+和H2O2的利用率,进而加强了电芬顿处理效果。本处理装置有效的结合了阳极电催化和阴极电芬顿,提高电能利用率且进一步增强了对高浓度有机物的处理效果,具有良好的应用前景。In order to solve the problems described in the background art, the present invention provides a method for treating landfill leachate membrane filtration concentrated solution and a special device thereof, wherein the anode electrocatalytic electrode and the cathode electrocatalytic Fenton electrode are applied in the same electrochemical system, Catalytic synergy with electro-Fenton effectively treats landfill leachate membrane filtration concentrate, overcoming the technical difficulties that the cathode in a single electro-catalytic system contributes little to the degradation of high-concentration organic matter and the removal effect of the electro-catalytic system is limited. In view of the problems that Fe 2+ in the cathode electro-Fenton needs to be externally injected, the utilization rate is low, the amount of iron sludge produced is large, the production efficiency of cathode H 2 O 2 is low, the pH of the reaction effluent needs to be adjusted to neutral, and the cost of adding chemicals is high. In the invention, the iron oxide is supported in the activated carbon by the impregnation method to prepare the heterogeneous Fenton catalyst, and the iron-carrying carbon-based titanium mesh composite electrode made of the catalyst as the main material can effectively inhibit the dissolution of iron ions and reduce the The precipitation of iron oxides formed after the reaction improves the utilization rate of Fe 2+ and H 2 O 2 in the system, thereby enhancing the effect of electro-Fenton treatment. The treatment device effectively combines anode electrocatalysis and cathode electro-Fenton, improves the utilization rate of electric energy and further enhances the treatment effect of high-concentration organic matter, and has a good application prospect.
为了达到上述目的,本发明采用以下技术方案实现:In order to achieve the above object, the present invention adopts the following technical solutions to realize:
一种垃圾渗滤液膜滤浓缩液的处理方法,将阳极电催化电极和阴极电芬顿电极运用于同一电化学体系中,借助电催化协同电芬顿有效地处理垃圾渗滤液膜滤浓缩液。A method for treating landfill leachate membrane filtration concentrate, which uses anode electrocatalytic electrode and cathode electro-Fenton electrode in the same electrochemical system, and effectively treats landfill leachate membrane filtration concentrate by means of electrocatalysis and electro-Fenton.
所述的阳极电催化电极采用DSA阳极。The anode electrocatalytic electrode adopts DSA anode.
所述的阴极电芬顿电极的阴极电极采用高效载铁炭基钛网复合电极,高效载铁炭基钛网复合电极制作方法包括以下步骤:The cathode electrode of the cathode electro-Fenton electrode adopts a high-efficiency iron-carrying carbon-based titanium mesh composite electrode, and the manufacturing method of the high-efficiency iron-carrying carbon-based titanium mesh composite electrode includes the following steps:
步骤一、选取适合的活性炭种类,将活性炭置于2mol/L的NaOH溶液进行浸渍,浸渍时间24h,然后用去离子水进行洗涤,直至洗至中性,之后再用浓HNO3浸渍,浸渍时间24h,之后使用去离子水将其洗至中性,最后在105℃的条件下将其进行烘干备用;
步骤二、配制适量的铁氧化物溶液,通过浸渍法将铁氧化物载到活性炭上,并将载好的活性炭完全烘干,然后选择一定温度对活性炭进行锻烧,将锻烧后的活性炭冷却至室温以备用于电极的制作;Step 2: Prepare an appropriate amount of iron oxide solution, load the iron oxide on the activated carbon by impregnation method, completely dry the loaded activated carbon, then select a certain temperature to calcine the activated carbon, and cool the calcined activated carbon to room temperature for preparation of electrodes;
步骤三、将装有载过Fe的活性炭容器至于超声反应器中,加入适量乙醇超声震荡5min,然后加入适量导电剂和粘结剂超声震荡15min,超声震荡后将容器取出放于加热器上,控制温度在80℃,通过机械搅拌使混合物均匀受热并使无水乙醇从中逐渐蒸发,混合物逐渐粘成一团,形成膏状物;Step 3: Put the Fe-loaded activated carbon container in the ultrasonic reactor, add an appropriate amount of ethanol for ultrasonic vibration for 5 minutes, then add an appropriate amount of conductive agent and binder for ultrasonic vibration for 15 minutes, take out the container after ultrasonic vibration and place it on the heater, The temperature is controlled at 80°C, and the mixture is uniformly heated by mechanical stirring, and the anhydrous ethanol is gradually evaporated from it, and the mixture gradually sticks into a mass to form a paste;
步骤四、将蒸至半干的膏状混合物擀压成形状规则的膜结构,然后置于双辊压力机上,反复压制,使活性炭复合材料形成纤维化的电极膜,将电极膜裁剪成适当大小,以预处理过的钛网为电极骨架,将电极膜与钛网放于压片机上以一定压力压制成电极。Step 4: Roll out the steamed to semi-dry paste mixture into a regular-shaped membrane structure, then place it on a double-roller press and press repeatedly to make the activated carbon composite material form a fibrous electrode film, and cut the electrode film into an appropriate size , Using the pretreated titanium mesh as the electrode skeleton, the electrode film and the titanium mesh are placed on the tablet machine and pressed into an electrode with a certain pressure.
一种垃圾渗滤液膜滤浓缩液的处理专用装置,包括反应槽、电极固定槽、电极滑道、阳极电极、阴极电极、曝气装置、鼓风机、电源,电极固定槽垂直安装在反应槽内,电极滑道横向安装在反应槽内,阳极电极和阴极电极分别插入电极固定槽内,电极固定槽通过电极滑道进行移动,阳极电极和阴极电极通过导线与电源相连。A special device for the treatment of landfill leachate membrane filtration concentrate, comprising a reaction tank, an electrode fixing tank, an electrode slideway, an anode electrode, a cathode electrode, an aeration device, a blower, and a power supply, and the electrode fixing tank is vertically installed in the reaction tank, The electrode slideway is laterally installed in the reaction tank, the anode electrode and the cathode electrode are respectively inserted into the electrode fixing groove, the electrode fixing groove moves through the electrode slideway, and the anode electrode and the cathode electrode are connected to the power source through wires.
所述的反应槽设有刻度,通过反应槽口的刻度来确定电极间距离。The reaction tank is provided with a scale, and the distance between electrodes is determined by the scale of the reaction groove.
所述的阴极电极底部附近安装曝气装置,通过鼓风机直接为阴极提供足量的氧气且保证整个反应内部的充分搅拌。An aeration device is installed near the bottom of the cathode electrode, and a sufficient amount of oxygen is directly supplied to the cathode through a blower, and sufficient stirring is ensured in the entire reaction.
所述的阳极电极设计为网状镂空结构,便于反应槽内液体的流动。The anode electrode is designed as a mesh hollow structure, which is convenient for the flow of the liquid in the reaction tank.
与现有技术相比,本发明的有益效果是:Compared with the prior art, the beneficial effects of the present invention are:
1、本发明自主研发的阴极电极具有较高的H2O2生成效率和电流利用率,且Fe2+无需外投、铁泥生成量极小,阴极电芬顿反应需要的pH值范围广,大大的节约了反应的药剂投加成本。本发明有效地结合了阳极电催化和阴极电芬顿,提高了该电化学体系电能利用率,增强其对垃圾渗滤液膜滤浓缩液的处理效果,可有效的降低垃圾渗滤液膜滤浓缩液的COD、TOC和色度,并显著提高水体的可生化性,具有良好的应用前景。1. The cathode electrode independently developed by the present invention has high H 2 O 2 generation efficiency and current utilization rate, and Fe 2+ does not need external investment, the amount of iron sludge generated is extremely small, and the cathode electro-Fenton reaction requires a wide range of pH values. , which greatly saves the cost of adding chemicals for the reaction. The invention effectively combines anode electrocatalysis and cathode electro-Fenton, improves the electrical energy utilization rate of the electrochemical system, enhances the treatment effect of the landfill leachate membrane filtration concentrate, and can effectively reduce the landfill leachate membrane filtration concentrate COD, TOC and chromaticity, and significantly improve the biodegradability of water, with good application prospects.
2、本发明的一种垃圾渗滤液膜滤浓缩液的处理方法及其专用装置,可在兼顾处理成本的情况下,有效地提高膜滤浓缩液的处理效果,大大降低垃圾渗滤液膜滤浓缩液的有机污染物浓度、有效去除色度且显著提高可生化性。2. The present invention provides a method for treating landfill leachate membrane filtration concentrate and its special device, which can effectively improve the treatment effect of the membrane filtration concentrate and greatly reduce the concentration of landfill leachate membrane filtration while taking into account the processing cost. The concentration of organic pollutants in the liquid, effectively remove the color and significantly improve the biodegradability.
附图说明Description of drawings
图1为本发明的一种垃圾渗滤液膜滤浓缩液的处理专用装置的结构示意图。FIG. 1 is a schematic structural diagram of a special device for processing a landfill leachate membrane filtration concentrate according to the present invention.
其中:1-反应槽,2-电极固定槽,3-滑道,4-反应槽刻度,5-曝气装置,6-鼓风机,7-电源,8-阴极,9-阳极。Among them: 1-reaction tank, 2-electrode fixing tank, 3-slideway, 4-reaction tank scale, 5-aeration device, 6-blower, 7-power supply, 8-cathode, 9-anode.
具体实施方式Detailed ways
以下结合附图对本发明提供的具体实施方式进行详细说明。The specific embodiments provided by the present invention will be described in detail below with reference to the accompanying drawings.
一种垃圾渗滤液膜滤浓缩液的处理方法,将阳极电催化电极和阴极电芬顿电极运用于同一电化学体系中,借助电催化协同电芬顿有效的处理垃圾渗滤液膜滤浓缩液。A method for treating landfill leachate membrane filtration concentrate. An anode electrocatalytic electrode and a cathode electro-Fenton electrode are applied in the same electrochemical system, and the landfill leachate membrane filtration concentrate is effectively treated by means of electrocatalysis and electro-Fenton.
所述的阳极电催化电极采用DSA阳极。The anode electrocatalytic electrode adopts DSA anode.
所述的阴极电芬顿电极的阴极电极采用高效载铁炭基钛网复合电极,高效载铁炭基钛网复合电极制作方法包括以下步骤:The cathode electrode of the cathode electro-Fenton electrode adopts a high-efficiency iron-carrying carbon-based titanium mesh composite electrode, and the manufacturing method of the high-efficiency iron-carrying carbon-based titanium mesh composite electrode includes the following steps:
步骤一、选取适合的活性炭种类,将活性炭置于2mol/L的NaOH溶液进行浸渍,浸渍时间24h,然后用去离子水进行洗涤,直至洗至中性,之后再用浓HNO3浸渍,浸渍时间24h,之后使用去离子水将其洗至中性,最后在105℃的条件下将其进行烘干备用;
步骤二、配制适量的铁氧化物溶液,通过浸渍法将铁氧化物载到活性炭上,并将载好的活性炭完全烘干,然后选择一定温度对活性炭进行锻烧,将锻烧后的活性炭冷却至室温以备用于电极的制作;Step 2: Prepare an appropriate amount of iron oxide solution, load the iron oxide on the activated carbon by impregnation method, completely dry the loaded activated carbon, then select a certain temperature to calcine the activated carbon, and cool the calcined activated carbon to room temperature for preparation of electrodes;
步骤三、将装有载过Fe的活性炭容器至于超声反应器中,加入适量乙醇超声震荡5min,然后加入适量导电剂和粘结剂超声震荡15min,超声震荡后将容器取出放于加热器上,控制温度在80℃,通过机械搅拌使混合物均匀受热并使无水乙醇从中逐渐蒸发,混合物逐渐粘成一团,形成膏状物;Step 3: Put the Fe-loaded activated carbon container in the ultrasonic reactor, add an appropriate amount of ethanol for ultrasonic vibration for 5 minutes, then add an appropriate amount of conductive agent and binder for ultrasonic vibration for 15 minutes, take out the container after ultrasonic vibration and place it on the heater, The temperature is controlled at 80°C, and the mixture is uniformly heated by mechanical stirring, and the anhydrous ethanol is gradually evaporated from it, and the mixture gradually sticks into a mass to form a paste;
步骤四、将蒸至半干的膏状混合物擀压成形状规则的膜结构,然后置于双辊压力机上,反复压制,使活性炭复合材料形成纤维化的电极膜,将电极膜裁剪成适当大小,以预处理过的钛网为电极骨架,将电极膜与钛网放于压片机上以一定压力压制成电极。Step 4: Roll out the steamed to semi-dry paste mixture into a regular-shaped membrane structure, then place it on a double-roller press and press repeatedly to make the activated carbon composite material form a fibrous electrode film, and cut the electrode film into an appropriate size , Using the pretreated titanium mesh as the electrode skeleton, the electrode film and the titanium mesh are placed on the tablet machine and pressed into an electrode with a certain pressure.
如图1所示,一种垃圾渗滤液膜滤浓缩液的处理专用装置,包括反应槽1、电极固定槽2、电极滑道3、阳极电极8、阴极电极9、曝气装置5、鼓风机6、电源7,电极固定槽2垂直安装在反应槽1内,电极滑道横3向安装在反应槽1内,阳极电极8和阴极电极9分别插入电极固定槽2内,电极固定槽2通过电极滑道3进行移动,阳极电极8和阴极电极9通过导线与电源7相连。As shown in Figure 1, a special device for the treatment of landfill leachate membrane filtration concentrate includes a
所述的反应槽1设有刻度4,通过反应槽口的刻度4来确定电极间距离。The
所述的阴极电极8底部附近安装曝气装置5,通过鼓风机6直接为阴极8提供足量的氧气且保证整个反应内部的充分搅拌。The
所述的阳极电极9设计为网状镂空结构,便于反应槽内液体的流动。The anode electrode 9 is designed as a net-shaped hollow structure, which is convenient for the flow of the liquid in the reaction tank.
本发明的一种垃圾渗滤液膜滤浓缩液的处理专用装置在使用时,浓缩液进入反应槽反应前需对水样进行pH调节,水样所需反应的pH值根据其特性的不同稍有变化。When the special device for treating the landfill leachate membrane filtration concentrate of the present invention is used, the pH of the water sample needs to be adjusted before the concentrate enters the reaction tank for reaction. Variety.
本发明的一种垃圾渗滤液膜滤浓缩液的处理专用装置处理后的出水pH值可直接达到中性或弱碱性,无需再次调节pH值。The pH value of the effluent treated by the special device for treating the landfill leachate membrane filtration concentrate can directly reach neutrality or weak alkalinity, and the pH value does not need to be adjusted again.
具体实施例1:Specific embodiment 1:
采用本发明的方法和专用装置处理垃圾渗滤液反渗透浓缩液,水样来自武汉某垃圾填埋厂,水样COD为191.0mg·L-1、色度为80倍。The method and the special device of the invention are used to treat the reverse osmosis concentrate of the landfill leachate. The water sample comes from a landfill plant in Wuhan, the COD of the water sample is 191.0 mg·L -1 and the chromaticity is 80 times.
在极板间距=3cm、外加电压=9V、初始溶液pH=3.0、反应时间280min时,出水CODcr的浓度从191.0mg/L降低至22.4mg/L,去除率达到88.3%,色度从80倍降至无色,去除率就达到100%。When the distance between the plates = 3cm, the applied voltage = 9V, the initial solution pH = 3.0, and the reaction time is 280min, the concentration of CODcr in the effluent decreases from 191.0mg/L to 22.4mg/L, the removal rate reaches 88.3%, and the chromaticity increases from 80 times. To colorless, the removal rate reaches 100%.
具体实施例2:Specific embodiment 2:
采用本发明的方法和专用装置处理垃圾渗滤液纳滤浓缩液,水样来自武汉某垃圾填埋厂,水样COD为3102.4mg·L-1、TOC为1203mg·L-1、BOD5/CODcr为0.093、色度为2048倍。The method and the special device of the present invention are used to treat the landfill leachate nanofiltration concentrate. The water sample comes from a landfill plant in Wuhan. The COD of the water sample is 3102.4 mg·L -1 , the TOC is 1203 mg·L -1 , and the BOD 5 /CODcr is 0.093, and the chromaticity is 2048 times.
在极板间距=2cm、外加电压=10V、初始溶液pH=3.0、反应时间280min时,出水CODcr的浓度从3102.4mg/L降低至975.0mg/L,去除率达到68.6%,色度从2048倍降低至4倍,去除率高达到99.8%,TOC的浓度从1203mg/L降低至471mg/L,去除率达到60.8%,BOD5/CODcr从0.093提高到0.37。When the distance between the plates = 2cm, the applied voltage = 10V, the initial solution pH = 3.0, and the reaction time is 280min, the concentration of CODcr in the effluent decreases from 3102.4mg/L to 975.0mg/L, the removal rate reaches 68.6%, and the chromaticity increases from 2048 times. It was reduced to 4 times, the removal rate was as high as 99.8%, the TOC concentration decreased from 1203mg/L to 471mg/L, the removal rate reached 60.8%, and the BOD 5 /CODcr increased from 0.093 to 0.37.
具体实施例3:Specific embodiment 3:
采用本发明的方法和专用装置处理垃圾渗滤液纳滤浓缩液,水样来自鞍山某垃圾填埋厂,水样COD为1512.3mg·L-1、BOD5/CODcr为0.03、色度为980倍。The method and the special device of the present invention are used to treat the landfill leachate nanofiltration concentrate. The water sample comes from a landfill plant in Anshan. The COD of the water sample is 1512.3 mg·L -1 , the BOD 5 /CODcr is 0.03, and the chromaticity is 980 times. .
在极板间距=1cm、外加电压=10V、初始溶液pH=7.0、反应时间280min时,出水CODcr的浓度从1512.3mg/L降低至44.5mg/L,去除率达到97.1%,处理40min色度去除率就达到100%。When the distance between the plates = 1cm, the applied voltage = 10V, the initial solution pH = 7.0, and the reaction time is 280min, the concentration of CODcr in the effluent decreases from 1512.3mg/L to 44.5mg/L, the removal rate reaches 97.1%, and the chromaticity is removed after 40min treatment. rate reaches 100%.
以上实施例在以本发明技术方案为前提下进行实施,给出了详细的实施方式和具体的操作过程,但本发明的保护范围不限于上述的实施例。上述实施例中所用方法如无特别说明均为常规方法。The above embodiments are implemented on the premise of the technical solutions of the present invention, and provide detailed embodiments and specific operation processes, but the protection scope of the present invention is not limited to the above-mentioned embodiments. The methods used in the above embodiments are conventional methods unless otherwise specified.
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4328569A1 (en) * | 1992-09-28 | 1994-05-26 | Richard Dr Ing Knedla | Neutralisation of toxic materials - including using a number of chambers and peripheral systems for electro catalytic processing and recovery of material |
| CN101054216A (en) * | 2007-04-03 | 2007-10-17 | 南京大学 | Treatment method for city domestic waste percolate after being filtered by biochemistry film and concentrated |
| CN101805095A (en) * | 2010-03-25 | 2010-08-18 | 深圳清华大学研究院 | Method for treating and recycling leachate in garbage transfer station |
| CN102701515A (en) * | 2012-05-03 | 2012-10-03 | 中钢集团武汉安全环保研究院有限公司 | Electrochemical method for processing garbage percolate concentrated solution |
| CN202814909U (en) * | 2012-10-29 | 2013-03-20 | 黑龙江八一农垦大学 | Inter-electrode distance adjustable electrolytic bath |
| CN103304010A (en) * | 2013-06-19 | 2013-09-18 | 广东沃杰森环保科技有限公司 | A high-efficiency electrocoagulation device for sewage treatment |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8367109B2 (en) * | 2008-04-09 | 2013-02-05 | Brookhaven Science Associates, Llc | Microbes encapsulated within crosslinkable polymers |
-
2018
- 2018-01-15 CN CN201810034366.9A patent/CN108275753B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4328569A1 (en) * | 1992-09-28 | 1994-05-26 | Richard Dr Ing Knedla | Neutralisation of toxic materials - including using a number of chambers and peripheral systems for electro catalytic processing and recovery of material |
| CN101054216A (en) * | 2007-04-03 | 2007-10-17 | 南京大学 | Treatment method for city domestic waste percolate after being filtered by biochemistry film and concentrated |
| CN101805095A (en) * | 2010-03-25 | 2010-08-18 | 深圳清华大学研究院 | Method for treating and recycling leachate in garbage transfer station |
| CN102701515A (en) * | 2012-05-03 | 2012-10-03 | 中钢集团武汉安全环保研究院有限公司 | Electrochemical method for processing garbage percolate concentrated solution |
| CN202814909U (en) * | 2012-10-29 | 2013-03-20 | 黑龙江八一农垦大学 | Inter-electrode distance adjustable electrolytic bath |
| CN103304010A (en) * | 2013-06-19 | 2013-09-18 | 广东沃杰森环保科技有限公司 | A high-efficiency electrocoagulation device for sewage treatment |
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