CN103553271B - A multi-stage treatment and purification process for groundwater pollution - Google Patents

A multi-stage treatment and purification process for groundwater pollution Download PDF

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CN103553271B
CN103553271B CN201310547704.6A CN201310547704A CN103553271B CN 103553271 B CN103553271 B CN 103553271B CN 201310547704 A CN201310547704 A CN 201310547704A CN 103553271 B CN103553271 B CN 103553271B
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extraction
groundwater
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CN103553271A (en
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丁贞玉
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Beijing Normal University
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

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  • Biological Treatment Of Waste Water (AREA)

Abstract

The invention provides a kind of groundwater pollution multiple-stage treatment purification process, comprise: the ABFT from left to right connected successively, filtering basin and reaction tank, extraction tube is communicated to the bottom of extraction well, extraction tube is connected in extraction pump on earth's surface, extraction pump is connected to ABFT by pipeline, reaction tank is connected with transferpump by transfer lime, and the water shoot be connected with the transferpump the other end extends to infiltration trench inside.The invention has the beneficial effects as follows: the composition characteristic that have been directed to the underground water of waste lump infiltration, pass through multistage treatment method, effectively can remove the ammonia nitrogen in underground water and contaminated with halogenated hydrocarbons thing, enable underground water meet water quality standard for drinking water, reasonable in design, structure is simple, safe and reliable, easy to use, be easy to safeguard, there is the value promoted the use of.

Description

一种地下水污染多级处理净化工艺A multi-stage treatment and purification process for groundwater pollution

技术领域technical field

本发明涉及被污染的地下水修复技术,尤其涉及一种地下水污染多级处理净化工艺。The invention relates to a polluted groundwater restoration technology, in particular to a groundwater pollution multi-stage treatment and purification process.

背景技术Background technique

随着城市的飞速发展,收纳垃圾的量越来越多,垃圾场也越来越多,这就不可避免的会产生垃圾渗透液污染地下水的事情发生,这些问题不断加剧,使得本就不多的地下水,能被人直接使用的变得更少。垃圾渗透液中主要是氨氮和卤代烃的含量比较高,成为了污染地下水的主要因素,现有的处理系统主要由水里隔离技术、化学处理和真空抽提等,运行费用高,结构复杂,但是仍达不到很理想的处理效果,地下水还需要进一步净化才能达到饮用水的标准。With the rapid development of the city, the amount of garbage collected is increasing, and there are more and more garbage dumps. This will inevitably cause garbage seepage to pollute the groundwater. These problems continue to aggravate, making it difficult to less groundwater can be directly used by humans. The content of ammonia nitrogen and halogenated hydrocarbons in the garbage permeate is relatively high, which has become the main factor of polluting groundwater. The existing treatment system mainly consists of water isolation technology, chemical treatment and vacuum extraction, etc., with high operating costs and complex structure. , but still can not reach very ideal treatment effect, the groundwater needs to be further purified to meet the standard of drinking water.

发明内容Contents of the invention

本发明的目的在于克服现有技术中的不足之处,提供了一种地下水污染多级处理净化工艺。The object of the present invention is to overcome the deficiencies in the prior art and provide a multi-stage treatment and purification process for groundwater pollution.

为了达到上述目的,本发明是通过以下技术方案实现的:In order to achieve the above object, the present invention is achieved through the following technical solutions:

一种地下水污染多级处理净化工艺,包括从左到右依次连接的曝气生物流化池、过滤池和反应池,抽提管连通至抽提井的底部,抽提管在地表连接到抽提泵上,抽提泵通过管路连接到曝气生物流化池,反应池通过输送管与输送泵相连接,与输送泵另一端连接的排水管延伸至渗透渠内部,反应池内填充油填充料,填充料为发酵树皮和沙子的混合物,发酵树皮和沙子的体积比大于等于1:1。A multi-stage treatment and purification process for groundwater pollution, including an aerated biological fluidization tank, a filter tank and a reaction tank connected in sequence from left to right. The extraction pipe is connected to the bottom of the extraction well, and the extraction pipe is connected to the extraction well on the surface. On the lifting pump, the extraction pump is connected to the aerated biological fluidization tank through a pipeline, the reaction tank is connected to the delivery pump through a delivery pipe, and the drain pipe connected to the other end of the delivery pump extends to the inside of the permeation channel, and the reaction tank is filled with oil. The filling material is a mixture of fermented bark and sand, and the volume ratio of fermented bark and sand is greater than or equal to 1:1.

进一步所述曝气生物流化池底部设置有微孔曝气系统,内部填充油多空高分子填料为微生物的载体,载体使用的材料为聚氨酯海绵,过滤池上部种植有净水植物,净水植物采用的是根系发达的杨柳科植物。Further, a microporous aeration system is provided at the bottom of the aerated biological fluidization tank, and the interior is filled with oil and porous polymer fillers as the carrier of microorganisms. The material used for the carrier is polyurethane sponge, and water purification plants are planted on the upper part of the filter tank. What the plant adopts is the salicaceae plant with well-developed root system.

本发明具有以下有益效果:The present invention has the following beneficial effects:

本发明的地下水污染多级处理净化工艺,针对了垃圾污染物渗透的地下水的成分特点,通过多级处理方法,能有有效去除地下水中的氨氮和卤代烃污染物,使地下水能够满足饮用水水质标准,设计合理,结构简单,安全可靠,使用方便,易于维护,具有推广使用的价值。附图说明The groundwater pollution multi-stage treatment and purification process of the present invention is aimed at the composition characteristics of the groundwater infiltrated by garbage pollutants. Through the multi-stage treatment method, the ammonia nitrogen and halogenated hydrocarbon pollutants in the groundwater can be effectively removed, so that the groundwater can meet the requirements of drinking water. Standard water quality, reasonable design, simple structure, safe and reliable, easy to use, easy to maintain, and has the value of popularization. Description of drawings

图1为本发明所提供的多级处理净化工艺结构图。Figure 1 is a structural diagram of the multi-stage treatment and purification process provided by the present invention.

符号说明:Symbol Description:

1:曝气生物流化池2:过滤池3:反应池4:渗透渠1: Biological aerated fluidization tank 2: Filter tank 3: Reaction tank 4: Permeation channel

5:净水植物6:填充料7:载体8:抽提泵9:抽提管5: Water purification plant 6: Filling material 7: Carrier 8: Extraction pump 9: Extraction tube

10:管路11:抽提井12:输送管13:输送泵14:排水管10: Pipeline 11: Extraction well 12: Delivery pipe 13: Delivery pump 14: Drainage pipe

具体实施方式Detailed ways

以下结合附图和实施例对本发明作进一步的描述。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

作为本发明的一种实施方式,参阅图1,一种地下水污染多级处理净化工艺,包括从左到右依次连接的曝气生物流化池1、过滤池2和反应池3,抽提管9连通至抽提井11的底部,抽提管9在地表连接到抽提泵8上,抽提泵8通过管路10连接到曝气生物流化池1,反应池3通过输送管12与输送泵13相连接,与输送泵13另一端连接的排水管14延伸至渗透渠4内部,反应池3内填充油填充料6,填充料6为发酵树皮和沙子的混合物,发酵树皮和沙子的体积比大于等于1:1。As an embodiment of the present invention, referring to Fig. 1, a multi-stage treatment and purification process for groundwater pollution includes a biological aerated fluidization tank 1, a filter tank 2 and a reaction tank 3 connected in sequence from left to right, and an extraction pipe 9 is connected to the bottom of the extraction well 11, the extraction pipe 9 is connected to the extraction pump 8 on the surface, the extraction pump 8 is connected to the aerated biological fluidization tank 1 through the pipeline 10, and the reaction tank 3 is connected to the aerated biological fluidization tank 1 through the delivery pipe 12 The delivery pump 13 is connected, and the drain pipe 14 connected to the other end of the delivery pump 13 extends to the inside of the permeation channel 4, and the reaction tank 3 is filled with oil filling material 6, which is a mixture of fermented bark and sand, fermented bark and The volume ratio of sand is greater than or equal to 1:1.

进一步所述曝气生物流化池1底部设置有微孔曝气系统,内部填充油多空高分子填料为微生物的载体7,载体7使用的材料为聚氨酯海绵,过滤池2上部种植有净水植物5,净水植物5采用的是根系发达的杨柳科植物。Further, the bottom of the aerated biological fluidization tank 1 is provided with a microporous aeration system, and the interior is filled with oily and porous polymer fillers as the carrier 7 of microorganisms. The material used for the carrier 7 is polyurethane sponge, and the upper part of the filter tank 2 is planted with clean water Plant 5, what water purification plant 5 adopted is the Salicaceae plant with well-developed root system.

工作时,在地下水受到氨氮或者卤代烃等污染物污染的区域,打一口抽提井11,地表的抽提泵8通过连通到抽提井11底部的抽提管9把被污染的地下水抽提到地表,并通过管路10把地下水送到曝气生物流化池1。曝气生物流化池1内的载体7上投放有复合微生物菌种,微生物在曝气过程中获得充足的氧气,把氨氮污染物直接氧化为硝态氮,这个过程能够清除掉大部分的氨氮污染物。这时候还溶有很多氧气的地下水进入到过滤池2中,在好氧条件下,剩余的氨氮污染物进一步氧化为硝态氮。过滤池2上部种植有净水植物5,为根系发达的杨柳科植物,不仅能净化地下水,还能消耗掉水中的氧气,减少地下水中溶解的氧气,保证反应池3为厌氧环境。在厌氧环境的反应池3中,硝态氮完成反硝化作用,硝态氮还原成氮气,自行挥发出去,同时反应池3中的厌氧微生物,能够把卤代烃一类的氧化态污染物还原降解,发酵树皮中的有机质可作为电子给体,提高还原过程的速率。这样通过处理的地下水,被输送泵13通过输送管12输送到地表,再通过排水管14排放到渗透渠4内,这样就完成了一整个底下污染水处理的过程,简单有效,处理效率高。During work, in the area where the groundwater is polluted by pollutants such as ammonia nitrogen or halogenated hydrocarbons, an extraction well 11 is drilled, and the extraction pump 8 on the surface pumps the polluted groundwater through the extraction pipe 9 connected to the bottom of the extraction well 11. Mention the ground surface, and send the groundwater to the aerated biological fluidization tank 1 through the pipeline 10. The carrier 7 in the aerated biological fluidization tank 1 is placed with composite microbial strains. The microorganisms obtain sufficient oxygen during the aeration process, and directly oxidize ammonia nitrogen pollutants into nitrate nitrogen. This process can remove most of the ammonia nitrogen. pollutants. At this time, the groundwater that still has a lot of oxygen dissolved enters the filter tank 2, and under aerobic conditions, the remaining ammonia nitrogen pollutants are further oxidized to nitrate nitrogen. Water purifying plants 5 are planted on the upper part of the filter tank 2, which are Salicaceae plants with well-developed roots, which can not only purify the groundwater, but also consume oxygen in the water, reduce dissolved oxygen in the groundwater, and ensure that the reaction tank 3 is an anaerobic environment. In the reaction tank 3 in the anaerobic environment, the denitrification is completed, and the nitrate nitrogen is reduced to nitrogen, which volatilizes by itself. At the same time, the anaerobic microorganisms in the reaction tank 3 can pollute the oxidation state of halogenated hydrocarbons. The organic matter in the fermented bark can be used as an electron donor to increase the rate of the reduction process. The treated groundwater is transported to the surface by the delivery pump 13 through the delivery pipe 12, and then discharged into the permeation channel 4 through the drain pipe 14, thus completing a whole bottom polluted water treatment process, which is simple and effective with high treatment efficiency.

综上所述,本发明仅对地下水污染多级处理净化工艺的一个实施例进行了说明,但是本发明不限于此,本领域技术人员应当知道,在不脱离本发明的权利要求书所记载的保护范围的情况下可进行任意变更和修改。In summary, the present invention has only described one embodiment of the multi-stage treatment and purification process for groundwater pollution, but the present invention is not limited thereto, and those skilled in the art should know that without departing from the scope of the claims described in the present invention Any changes and modifications are possible without the scope of protection.

Claims (1)

1.一种地下水污染多级处理净化方法,其特征在于,包括从左到右依次连接的曝气生物流化池(1)、过滤池(2)和反应池(3),抽提管(9)连通至抽提井(11)的底部,抽提管(9)在地表连接到抽提泵(8)上,抽提泵(8)通过管路(10)连接到曝气生物流化池(1),反应池(3)通过输送管(12)与输送泵(13)相连接,与输送泵(13)另一端连接的排水管(14)延伸至渗透渠(4)内部,所述反应池(3)内填充有填充料(6),填充料(6)为发酵树皮和沙子的混合物,发酵树皮和沙子的体积比大于等于1:1,所述曝气生物流化池(1)底部设置有微孔曝气系统,内部填充有多孔高分子填料为微生物的载体(7),所述载体(7)使用的材料为聚氨酯海绵,所述过滤池(2)上部种植有净水植物(5),净水植物(5)采用的是根系发达的杨柳科植物,工作时,在地下水受到氨氮或者卤代烃污染物污染的区域,打一口抽提井(11),地表的抽提泵(8)通过连通到抽提井(11)底部的抽提管(9)把被污染的地下水抽提到地表,并通过管路(10)把地下水送到曝气生物流化池(1),曝气生物流化池(1)内的载体(7)上投放有复合微生物菌种,微生物在曝气过程中获得充足的氧气,把氨氮污染物直接氧化为硝态氮,这个过程能够清除掉大部分的氨氮污染物,这时候还溶有很多氧气的地下水进入到过滤池(2)中,在好氧条件下,剩余的氨氮污染物进一步氧化为硝态氮,过滤池(2)上部种植有净水植物(5),为根系发达的杨柳科植物,不仅能净化地下水,还能消耗掉水中的氧气,减少地下水中溶解的氧气,保证反应池(3)为厌氧环境,在厌氧环境的反应池(3)中,硝态氮完成反硝化作用,硝态氮还原成氮气,自行挥发出去,同时反应池(3)中的厌氧微生物,能够把卤代烃还原降解,发酵树皮中的有机质可作为电子给体,提高还原过程的速率,这样通过处理的地下水,被输送泵(13)通过输送管(12)输送到地表,再通过排水管(14)排放到渗透渠(4)内。 1. A groundwater pollution multi-stage treatment and purification method is characterized in that it comprises an aerated biological fluidization tank (1), a filter tank (2) and a reaction tank (3) successively connected from left to right, and an extraction pipe ( 9) Connected to the bottom of the extraction well (11), the extraction pipe (9) is connected to the extraction pump (8) on the surface, and the extraction pump (8) is connected to the aerated biological fluidization through the pipeline (10). Pool (1), reaction pool (3) are connected with delivery pump (13) through delivery pipe (12), and the drainage pipe (14) connected with the other end of delivery pump (13) extends to the inside of permeation channel (4), so The reaction tank (3) is filled with a filler (6), the filler (6) is a mixture of fermented bark and sand, the volume ratio of fermented bark and sand is greater than or equal to 1:1, and the aerated biological fluidization The bottom of the pool (1) is equipped with a microporous aeration system, and the interior is filled with a porous polymer filler as a carrier (7) for microorganisms. The material used for the carrier (7) is polyurethane sponge, and the upper part of the filter pool (2) is planted There are water-purifying plants (5), and the water-purifying plants (5) are Salicaceae plants with well-developed root systems. When working, an extraction well (11) is drilled in areas where groundwater is polluted by ammonia nitrogen or halogenated hydrocarbon pollutants. The surface extraction pump (8) pumps the polluted groundwater to the surface through the extraction pipe (9) connected to the bottom of the extraction well (11), and sends the groundwater to the aerated biological flow through the pipeline (10) In the chemical tank (1), the carrier (7) in the aerated biological fluidization tank (1) is placed with compound microbial strains, and the microorganisms obtain sufficient oxygen during the aeration process, and directly oxidize ammonia nitrogen pollutants into nitrate nitrogen , this process can remove most of the ammonia nitrogen pollutants. At this time, the groundwater with a lot of dissolved oxygen enters the filter tank (2). Under aerobic conditions, the remaining ammonia nitrogen pollutants are further oxidized to nitrate nitrogen, and filtered Water purification plants (5) are planted on the upper part of the pool (2), which are Salicaceae plants with well-developed root systems. They can not only purify the groundwater, but also consume oxygen in the water, reduce dissolved oxygen in the groundwater, and ensure that the reaction pool (3) is anaerobic. Oxygen environment, in the reaction tank (3) in the anaerobic environment, the denitrification of nitrate nitrogen is completed, the nitrate nitrogen is reduced to nitrogen, and volatilizes by itself, and the anaerobic microorganisms in the reaction tank (3) can convert the halogenated Hydrocarbon reduction degradation, the organic matter in the fermented bark can be used as an electron donor to increase the rate of the reduction process, so that the treated groundwater is transported to the surface by the transport pump (13) through the transport pipe (12), and then passed through the drain pipe (14 ) into the infiltration channel (4).
CN201310547704.6A 2013-11-06 2013-11-06 A multi-stage treatment and purification process for groundwater pollution Expired - Fee Related CN103553271B (en)

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CN104261588B (en) * 2014-09-29 2015-12-30 滁州友林科技发展有限公司 The treatment unit of oil-containing underground water and control method
CN104671409B (en) * 2014-12-31 2016-08-24 浙江至美环境科技有限公司 A kind of method utilizing biological fluidized bed to process sewage
CN105923886A (en) * 2016-03-17 2016-09-07 深圳市东华园林股份有限公司 Sewage recycling purification treatment system and method using the system
CN110563161A (en) * 2019-10-21 2019-12-13 上海洁壤环保科技有限公司 long-acting restoration system and method for pollution control site in water-deficient area
CN110563126A (en) * 2019-10-21 2019-12-13 上海洁壤环保科技有限公司 System and method for repairing volatile organic compounds in underground water
CN112094003B (en) * 2020-11-17 2021-02-02 湖南艾布鲁环保科技股份有限公司 Integrated solar sewage treatment equipment and sewage treatment method

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