CN203173927U - Electrochemical and micro-electrolysis combined pretreatment device for landfill leachate - Google Patents
Electrochemical and micro-electrolysis combined pretreatment device for landfill leachate Download PDFInfo
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- CN203173927U CN203173927U CN201220465475.4U CN201220465475U CN203173927U CN 203173927 U CN203173927 U CN 203173927U CN 201220465475 U CN201220465475 U CN 201220465475U CN 203173927 U CN203173927 U CN 203173927U
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Abstract
Description
技术领域 technical field
本实用新型涉及垃圾渗滤液处理领域,尤其涉及的是将电化学与微电解装置联合进行垃圾渗滤液预处理的装置。 The utility model relates to the field of landfill leachate treatment, in particular to a device that combines electrochemical and micro-electrolysis devices to pretreat landfill leachate. the
背景技术 Background technique
城市垃圾是指城市居民日常生活中或在为城市日常生活提供服务的活动中所产生的固体废物。具有成分复杂,有机物含量高的特点。全世界每年产生4.9亿吨城市垃圾,而仅中国每年就产生近1.5亿吨。我国已成为世界上垃圾包围城市最严重的国家之一。 Urban waste refers to the solid waste generated in the daily life of urban residents or in the activities of providing services for urban daily life. It has the characteristics of complex composition and high organic content. The world produces 490 million tons of municipal waste every year, while China alone produces nearly 150 million tons every year. my country has become one of the most serious countries in the world where cities are surrounded by garbage. the
城市生活垃圾卫生填埋是国内外目前普遍使用的一种处置方法。全世界约有95%的生活垃圾采用填埋的方式处理,世界范围内大约超过150000座垃圾填埋场。我国90.5%的生活垃圾通过填埋处理的方式进行处理。垃圾渗滤液是垃圾填埋处理后,由于大气降水的淋溶及地表水、地下水的浸泡,固体废弃物在物理、化学及微生物作用下,产生的高浓度有机废水。具有NH3-N 、BOD5和CODcr浓度高,水质水量变化大、有毒有害污染物种类多、微生物营养比例失调的特点。垃圾渗滤液如果未经处理,直接排入环境将严重污染地表水、地下水。2008年,我国发布实施了新修订的《生活垃圾填埋场污染控制标准》(GB 16889—2008),对垃圾渗滤液BOD5,CODCr,氨氮,总氮,重金属等指标提出了更严格的排放标准,而就垃圾渗滤液处理技术而言,还存在很大的技术空白。目前,大部分地区建设垃圾渗滤液处理工程过程中采用了生物处理技术与膜技术相结合的技术路线,但由于垃圾渗滤液复杂的特性以及膜技术自身存在的容易堵塞、运行成本昂贵等特点,往往在实际应用过程中存在垃圾渗滤液不能够达标排放的问题。 Municipal solid waste sanitary landfill is a disposal method commonly used at home and abroad. About 95% of domestic waste in the world is disposed of by landfill, and there are more than 150,000 landfills worldwide. 90.5% of domestic waste in my country is disposed of through landfill. Landfill leachate is high-concentration organic wastewater produced by solid waste under the action of physics, chemistry and microorganisms due to leaching of atmospheric precipitation and immersion of surface water and groundwater after landfill treatment. It has the characteristics of high concentration of NH 3 -N , BOD 5 and CODcr, large changes in water quality and quantity, many types of toxic and harmful pollutants, and imbalanced microbial nutrition ratio. If landfill leachate is not treated, it will seriously pollute surface water and groundwater if it is directly discharged into the environment. In 2008, China promulgated and implemented the newly revised "Pollution Control Standards for Domestic Waste Landfill Sites" (GB 16889-2008), which proposed more stringent discharge indicators for landfill leachate BOD 5 , CODCr, ammonia nitrogen, total nitrogen, and heavy metals. However, as far as landfill leachate treatment technology is concerned, there is still a large technical gap. At present, the technical route of combining biological treatment technology and membrane technology is adopted in the construction of landfill leachate treatment projects in most areas. However, due to the complex characteristics of landfill leachate and the characteristics of easy clogging and high operating costs of membrane technology, Often in the actual application process, there is a problem that landfill leachate cannot be discharged up to the standard.
而目前垃圾渗滤液处理存在的主要问题: At present, the main problems in landfill leachate treatment are as follows:
1、垃圾渗滤液高氨氮问题难以解决,由于垃圾填埋场水文地质条件、填埋方式及垃圾成分的不同,垃圾渗滤液中的氨氮浓度从数十至几千mg/L不等,随着填埋时间的延长,垃圾渗滤液中的氨氮还有升高的趋势。高浓度氨氮造成了垃圾渗滤液C/N失衡,对垃圾渗滤液生化处理过程中微生物有抑制作用,导致垃圾渗滤液的生化处理系统不能稳定运行。 1. The problem of high ammonia nitrogen in landfill leachate is difficult to solve. Due to the difference in hydrogeological conditions, landfill methods and waste components of landfill sites, the concentration of ammonia nitrogen in landfill leachate ranges from tens to thousands of mg/L. As the landfill time prolongs, the ammonia nitrogen in landfill leachate still tends to increase. The high concentration of ammonia nitrogen causes the C/N imbalance of the landfill leachate, which has an inhibitory effect on the microorganisms in the biochemical treatment of the landfill leachate, resulting in the unstable operation of the biochemical treatment system of the landfill leachate.
2、垃圾渗滤液可生化性差,垃圾渗滤液,尤其是“老龄”垃圾渗滤液中BOD5和CODCr都较低,且BOD5/CODCr也比较低,一般BOD5/CODCr为0.05~0.2,渗滤液含有大量的难以生物降解的腐殖酸和富里酸。因此不能单独采用生物处理技术处理垃圾渗滤液。 2. The biodegradability of landfill leachate is poor. BOD 5 and CODCr in landfill leachate, especially "old" landfill leachate are relatively low, and BOD5/CODCr is also relatively low. Generally, BOD 5 /CODCr is 0.05~0.2, and leachate Contains large amounts of humic and fulvic acids which are difficult to biodegrade. Therefore, biological treatment technology cannot be used alone to treat landfill leachate.
发明内容 Contents of the invention
针对现有技术的不足,本实用新型提供一种有效去除垃圾渗滤液中高浓度氨氮,以降低高氨氮对后续生化处理的影响,同时去除部分COD以及提高垃圾渗滤液的可生化性,为后续生物处理垃圾渗滤液提供保障的装置。 Aiming at the deficiencies of the prior art, the utility model provides a method for effectively removing high-concentration ammonia nitrogen in landfill leachate, so as to reduce the impact of high ammonia nitrogen on the subsequent biochemical treatment, remove part of COD and improve the biodegradability of landfill leachate, and provide further benefits for subsequent biological treatment. A device that provides protection for the treatment of landfill leachate. the
为了实现上述目的,本实用新型采用以下技术方案: In order to achieve the above object, the utility model adopts the following technical solutions:
一种电化学与微电解联合预处理垃圾渗滤液的装置,其特征是:主要包括一电化学处理装置、一微电解处理装置和二出水槽,其中电化学处理装置主要去除垃圾渗滤液中高浓度氨氮,再经过微电解处理装置去除难生物降解污染物,最后从出水槽出水。 A device for combined electrochemical and micro-electrolysis pretreatment of landfill leachate, characterized in that it mainly includes an electrochemical treatment device, a micro-electrolysis treatment device and two outlet tanks, wherein the electrochemical treatment device mainly removes high-concentration landfill leachate Ammonia nitrogen, and then through the micro-electrolysis treatment device to remove refractory biodegradable pollutants, and finally the water is discharged from the outlet tank.
所述的电化学处理装置主要包括一电化学槽,电化学槽阳极采用高析氧电位电极,可以是钌铱电极;阴极采用钛电极,采用多组电极进行,电极间距控制在1-2cm,电流密度控制在30mA/cm2。 Described electrochemical treatment device mainly comprises an electrochemical cell, and electrochemical cell anode adopts high oxygen evolution potential electrode, can be ruthenium iridium electrode; Negative electrode adopts titanium electrode, adopts multiple groups of electrodes to carry out, and electrode spacing is controlled at 1-2cm, The current density is controlled at 30mA/cm2. the
电化学槽的底部设置进水口,上部设置出水口,反应槽顶部设置泡沫收集槽,底部设置空气曝气管。采用空气进行搅拌。 The bottom of the electrochemical tank is provided with a water inlet, the upper part is provided with a water outlet, the top of the reaction tank is provided with a foam collection tank, and the bottom is provided with an air aeration pipe. Air is used for stirring. the
所述的微电解处理装置主要包括一微电解槽,微电解槽内设置Fe-C电极,微电解槽顶部设置泡沫收集槽,底部设置空气管进行曝气搅拌。 The micro-electrolysis treatment device mainly includes a micro-electrolysis tank, an Fe-C electrode is arranged in the micro-electrolysis tank, a foam collection tank is arranged on the top of the micro-electrolysis tank, and an air pipe is arranged on the bottom for aeration and stirring. the
所述的微电解槽内采用硫酸或盐酸调节渗滤液为酸性,通过pH计控制投加量,pH控制在3左右。 Sulfuric acid or hydrochloric acid is used in the micro-electrolyzer to adjust the leachate to be acidic, and the dosage is controlled by a pH meter, and the pH is controlled at about 3. the
出水槽内设置滴加碱装置,该滴加碱装置滴加碱性物质将排出的水pH值控制在6-9左右。 A dripping alkali device is arranged in the water outlet tank, and the dropping alkali device drops alkaline substances to control the pH value of the discharged water at about 6-9. the
采用上述的方案后,可以对垃圾渗滤液预处理起到很好的去除作用,以提高垃圾渗滤液预处理效果,由于电化学氧化过程中氨氮电解要优先于COD的电解,但是如果等氨氮电解完在电解COD,那么消耗的能量会很高,如果在合理去除氨氮的基础上,采用低成本的微电解技术来处理渗滤液中的COD同时可提高渗滤液的可生化性,对于保证后续生化处理起到了重要的作用,本实用新型与生化处理技术及深度处理技术结合可以使垃圾渗滤液处理达到国家排放标准。 After adopting the above-mentioned scheme, it can play a good role in removing landfill leachate pretreatment to improve the effect of landfill leachate pretreatment. Since ammonia nitrogen electrolysis is prior to COD electrolysis in the electrochemical oxidation process, but if ammonia nitrogen electrolysis If the COD in the electrolysis is finished, the energy consumed will be very high. If the low-cost micro-electrolysis technology is used to treat the COD in the leachate on the basis of reasonable removal of ammonia nitrogen, the biodegradability of the leachate can be improved at the same time. The treatment plays an important role, and the combination of the utility model and the biochemical treatment technology and advanced treatment technology can make the landfill leachate treatment reach the national discharge standard. the
附图说明 Description of drawings
图1为本实用新型的结构示意图. Fig. 1 is the structural representation of the utility model.
具体实施方式 Detailed ways
下面依据附图对本实用新型做进一步的详细说明: The utility model is described in further detail below according to the accompanying drawings:
如图1所示的电化学与微电解联合预处理垃圾渗滤液的装置,主要包括一电化学处理装置、一微电解处理装置和二出水槽,其中电化学处理装置主要去除垃圾渗滤液中高浓度氨氮,微电解处理装置去除难生物降解污染物。电化学处理装置包括电化学反应槽2,电化学反应槽2设置进水管1,电化学反应槽2底部设置空气曝气管3,电化学反应槽2内设置阳极板4、阴极板5,采用钌铱电极作为电极板其分别接到直流电源正负极。 As shown in Figure 1, the device for combined electrochemical and micro-electrolysis pretreatment of landfill leachate mainly includes an electrochemical treatment device, a micro-electrolysis treatment device and two outlet tanks, wherein the electrochemical treatment device mainly removes high-concentration landfill leachate Ammonia nitrogen, micro-electrolysis treatment device to remove refractory biodegradable pollutants. The electrochemical treatment device includes an electrochemical reaction tank 2, the electrochemical reaction tank 2 is provided with a water inlet pipe 1, the bottom of the electrochemical reaction tank 2 is provided with an air aeration tube 3, and an anode plate 4 and a cathode plate 5 are arranged in the electrochemical reaction tank 2. The ruthenium-iridium electrode is used as an electrode plate, which is respectively connected to the positive and negative poles of the DC power supply.
微电解处理装置包括微电解槽6、微电解槽6上设置反应槽7,微电解反应槽7内设置加酸管8;出水槽9上连接有出水管12,出水槽9内设置滴加碱装置10和搅拌机11。 The micro-electrolysis treatment device includes a micro-electrolysis tank 6, a reaction tank 7 is arranged on the micro-electrolysis tank 6, and an acid adding pipe 8 is arranged in the micro-electrolysis reaction tank 7; Apparatus 10 and mixer 11. the
工作时,垃圾渗滤液通过进水管1进入电化学反应槽2,电化学反应槽2底部设置空气曝气管3,通过空气曝气起到搅拌作用,电化学反应槽2内的阳极板4、阴极板5别接到直流电源正负极,经过电解去除垃圾渗滤液中的氨氮,电化学氧化反应控制在0.5--1h,电流密度控制在10--50mA/cm2,Ph值控制在8-9左右,微电解过程中水力停留时间控制在1--2h,pH控制在2--4。由于垃圾渗滤液中含有较高的氯离子,在电极板阳极氯离子氧化形成氯气,氯气溶于水后形成强氧化性次氯酸,进而对垃圾渗滤液中的氨氮进行氧化分解成为氮气,控制电化学电流密度在30mA/cm2,,氨氮的氧化速率大概为7-10mg/l.min,电化学氧化氨氮控制在200-500mg/L以下即可。 During work, the landfill leachate enters the electrochemical reaction tank 2 through the water inlet pipe 1, and the air aeration tube 3 is arranged at the bottom of the electrochemical reaction tank 2, and the aeration is performed by air aeration, and the anode plate 4 in the electrochemical reaction tank 2, The cathode plate 5 is not connected to the positive and negative poles of the DC power supply, and the ammonia nitrogen in the landfill leachate is removed through electrolysis, the electrochemical oxidation reaction is controlled at 0.5-1h, the current density is controlled at 10-50mA/cm2, and the Ph value is controlled at 8- 9 or so, the hydraulic retention time in the micro-electrolysis process is controlled at 1--2h, and the pH is controlled at 2--4. Since the landfill leachate contains relatively high chlorine ions, chlorine ions are oxidized at the anode of the electrode plate to form chlorine gas, and chlorine gas dissolves in water to form a strong oxidizing hypochlorous acid, which then oxidizes and decomposes the ammonia nitrogen in the landfill leachate into nitrogen gas, controlling The electrochemical current density is 30mA/cm2, the oxidation rate of ammonia nitrogen is about 7-10mg/l.min, and the electrochemical oxidation of ammonia nitrogen can be controlled below 200-500mg/L. the
出水垃圾渗滤液进入微电解槽6,经过Fe-C反应槽7进一步去除垃圾渗滤液中COD,提高垃圾渗滤液的可生化性,反应过程中通过曝气管3进行曝气搅拌,通过加酸管8滴加硫酸调节pH值。 The effluent landfill leachate enters the micro-electrolysis tank 6, and the COD in the landfill leachate is further removed through the Fe-C reaction tank 7 to improve the biodegradability of the landfill leachate. Add sulfuric acid dropwise to tube 8 to adjust the pH. the
垃圾渗滤液经过微电解后出水进入出水槽9,通过滴加碱装置10,搅拌机11搅拌调节pH值到中性经过出水管12出水进入后续生化处理;电解槽在修理清洗时可通过放空管13放空,电解过程中垃圾渗滤液会产生大量泡沫经过泡沫收集槽14收集处理。 After the landfill leachate undergoes micro-electrolysis, the effluent enters the water outlet tank 9, and through the dripping alkali device 10, the mixer 11 stirs to adjust the pH value to neutrality and passes through the outlet pipe 12 to enter the subsequent biochemical treatment; the electrolyzer can pass through the emptying pipe during repair and cleaning. 13 is empty, and the landfill leachate will produce a large amount of foam in the electrolysis process, which is collected and processed by the foam collection tank 14. the
垃圾渗滤液进入反应槽7,采用铁碳电解的方法对垃圾渗滤液中的COD等污染物进行去除,同时提高垃圾渗滤液的可生化性,微电解过程中垃圾渗滤液需要在酸性条件下进行,pH值控制在3左右,电解2h,COD的去除率可达到50%—70% ,同时垃圾渗滤液可生化可以从0.1提高到0.3左右,极大提高了垃圾渗滤液的可生化性,为后续生物处理创造了良好的运行条件。 The landfill leachate enters the reaction tank 7, and iron-carbon electrolysis is used to remove COD and other pollutants in the landfill leachate, and at the same time improve the biodegradability of the landfill leachate. The landfill leachate needs to be processed under acidic conditions during the micro-electrolysis process. , the pH value is controlled at about 3, electrolysis for 2 hours, the COD removal rate can reach 50%-70%, at the same time, the biodegradability of the landfill leachate can be increased from 0.1 to about 0.3, which greatly improves the biodegradability of the landfill leachate. Subsequent biological treatment creates favorable operating conditions. the
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN106145473A (en) * | 2015-04-24 | 2016-11-23 | 北京中力信达环保工程有限公司 | Portable electrochemical oxidation method processes percolate equipment |
CN108745358A (en) * | 2018-05-25 | 2018-11-06 | 中科海创环境科技(大连)有限公司 | Preparation method and electrolysis device of catalyst for removing ammonia nitrogen from landfill leachate by electrolysis |
CN115007598A (en) * | 2022-05-10 | 2022-09-06 | 嘉兴市绿能环保科技有限公司 | Kitchen waste pretreatment method |
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2012
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106145473A (en) * | 2015-04-24 | 2016-11-23 | 北京中力信达环保工程有限公司 | Portable electrochemical oxidation method processes percolate equipment |
CN108745358A (en) * | 2018-05-25 | 2018-11-06 | 中科海创环境科技(大连)有限公司 | Preparation method and electrolysis device of catalyst for removing ammonia nitrogen from landfill leachate by electrolysis |
CN115007598A (en) * | 2022-05-10 | 2022-09-06 | 嘉兴市绿能环保科技有限公司 | Kitchen waste pretreatment method |
CN115007598B (en) * | 2022-05-10 | 2024-05-31 | 嘉兴市绿能环保科技有限公司 | Kitchen waste pretreatment method |
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Effective date of registration: 20150720 Address after: 102209 Beijing city Changping District town Beiqijia Hongfu Science Park Building No. 4 2-2 Patentee after: BEIJING BOLIYANG ENVIRONMENTAL PROTECTION TECHNOLOGY Co.,Ltd. Address before: 100012 Beijing city Chaoyang District Wali Yang Fang No. eight (Group) group Patentee before: On behalf of Jin State Patentee before: Song Qianwu |
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Effective date of registration: 20151214 Address after: 523000 Guangdong City, Dongguan Songshan Lake high tech Industrial Development Zone, industrial road, No. 3, building 505, room 6 Patentee after: DONGGUAN ZHIHUI WATER TECHNOLOGY CO.,LTD. Address before: 102209 Beijing city Changping District town Beiqijia Hongfu Science Park Building No. 4 2-2 Patentee before: BEIJING BOLIYANG ENVIRONMENTAL PROTECTION TECHNOLOGY Co.,Ltd. |
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Effective date of registration: 20201118 Address after: Room 108, first floor, office building, Zhangcun water purification Co., Ltd., Dongcheng Street, Dongguan City, Guangdong Province 523000 Patentee after: Dongguan Zhongyuan Environmental Investment Co.,Ltd. Address before: 505, room 3, building 6, 523000 Industrial Road, Songshan hi tech Industrial Development Zone, Guangdong, Dongguan, China Patentee before: DONGGUAN ZHIHUI WATER TECHNOLOGY Co.,Ltd. |
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Granted publication date: 20130904 |