CN115180765B - Underground water circulation well temperature control method, system and device - Google Patents
Underground water circulation well temperature control method, system and device Download PDFInfo
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Classifications
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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
- C02F7/00—Aeration of stretches of water
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B09—DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
- B09C—RECLAMATION OF CONTAMINATED SOIL
- B09C1/00—Reclamation of contaminated soil
- B09C1/002—Reclamation of contaminated soil involving in-situ ground water treatment
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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
- C02F1/02—Treatment of water, waste water, or sewage by heating
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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
- C02F1/20—Treatment of water, waste water, or sewage by degassing, i.e. liberation of dissolved gases
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B09—DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
- B09C—RECLAMATION OF CONTAMINATED SOIL
- B09C2101/00—In situ
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/30—Organic compounds
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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
- C02F2101/00—Nature of the contaminant
- C02F2101/30—Organic compounds
- C02F2101/306—Pesticides
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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
- C02F2101/00—Nature of the contaminant
- C02F2101/30—Organic compounds
- C02F2101/32—Hydrocarbons, e.g. oil
- C02F2101/322—Volatile compounds, e.g. benzene
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/30—Organic compounds
- C02F2101/32—Hydrocarbons, e.g. oil
- C02F2101/327—Polyaromatic Hydrocarbons [PAH's]
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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
- C02F2101/00—Nature of the contaminant
- C02F2101/30—Organic compounds
- C02F2101/36—Organic compounds containing halogen
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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
- C02F2101/00—Nature of the contaminant
- C02F2101/30—Organic compounds
- C02F2101/38—Organic compounds containing nitrogen
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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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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/02—Temperature
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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
- C02F2301/00—General aspects of water treatment
- C02F2301/06—Pressure conditions
- C02F2301/063—Underpressure, vacuum
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Abstract
Description
技术领域Technical field
本发明涉及节能环保技术领域,尤其涉及一种地下水循环井控温方法、系统及装置。The present invention relates to the technical field of energy conservation and environmental protection, and in particular to a groundwater circulation well temperature control method, system and device.
背景技术Background technique
苯胺、多环芳烃等半挥发性有机物(SVOCs)作为重要的化工原料,在工业快速发展的时期被大量制造和使用,随之而来产生了大量的污染物泄漏事故,如因保存不合理、输油管线破裂、储油槽渗漏等造成这类半挥发性有机物进入地表水中。这些污染物在溶液中极易附着到胶体态的有机物上,这样的性质增强了其溶解度以及向地下水迁移的能力。此外,这类有机污染物对血液和神经的毒性非常强烈,可经面板吸收或经呼吸道引起中毒。这类化学物质在演变的过程中,会随着地下径流迁移到其他水域,再经灌溉或饮用与人体接触,造成广泛的影响。Semi-volatile organic compounds (SVOCs) such as aniline and polycyclic aromatic hydrocarbons, as important chemical raw materials, were manufactured and used in large quantities during the period of rapid industrial development. Subsequently, a large number of pollutant leakage accidents occurred, such as due to unreasonable storage, Broken oil pipelines and leaking oil storage tanks cause such semi-volatile organic compounds to enter surface water. These pollutants can easily attach to colloidal organic matter in solution, which enhances their solubility and ability to migrate to groundwater. In addition, this type of organic pollutants are very toxic to the blood and nerves and can cause poisoning through absorption from the panel or through the respiratory tract. In the process of evolution, such chemicals will migrate to other waters along with underground runoff, and then come into contact with the human body through irrigation or drinking, causing widespread impacts.
当前针对半挥发性地下水污染修复主要有异位修复技术和原位修复技术。异位修复技术主要包括抽出和处理的步骤,将地下水抽出到地面进行修复处理;原位修复技术包括原位化学氧化、可渗透反应屏障等技术。原位化学氧化技术在使用中主要存在:注入的药剂注入与污染物均匀接触反应难以控制,处理效果高度依赖于场地的准确刻画和注入药剂输送系统的设计的局限性。此外,土壤和地下水中其他有机成分对氧化剂的消耗偏高,也会导致药剂的利用效率偏低。可渗透反应屏障的修复方法在使用的过程中可能产生堵塞,影响PRB工程的实施效果,因此必须保障反应介质有足够的透水性。Currently, the main methods for remediation of semi-volatile groundwater pollution include ex-situ remediation technology and in-situ remediation technology. Ex-situ remediation technology mainly includes the steps of extraction and treatment, pumping groundwater to the ground for remediation treatment; in-situ remediation technology includes in-situ chemical oxidation, permeable reaction barrier and other technologies. The main problems in the use of in-situ chemical oxidation technology are: the uniform contact reaction between the injected agent and the pollutants is difficult to control, and the treatment effect is highly dependent on the accurate characterization of the site and the limitations of the design of the injected agent delivery system. In addition, the high consumption of oxidants by other organic components in soil and groundwater will also lead to low utilization efficiency of chemicals. The repair method of the permeable reaction barrier may cause blockage during use, which will affect the implementation effect of the PRB project. Therefore, it is necessary to ensure that the reaction medium has sufficient water permeability.
地下水循环井技术作为原位修复的另一种选择,通过驱动地下水在井内外形成循环流动,携带溶解在地下水中的有机污染物进入内井,在曝气吹脱的作用下能够将半挥发性有机污染物去除。循环井设备具有操作维护简易、能有效加速水流的垂向循环、容易搭配其它修复技术、可直接移除污染物并同时进行污染物扩散控制等优点,在实际场地修复过程中具有广泛的应用前景。As another option for in-situ remediation, groundwater circulation well technology drives groundwater to form a circular flow inside and outside the well, carrying organic pollutants dissolved in the groundwater into the inner well. It can remove semi-volatile pollutants under the action of aeration and stripping. Organic pollutant removal. Circulation well equipment has the advantages of simple operation and maintenance, can effectively accelerate the vertical circulation of water flow, is easy to match with other remediation technologies, can directly remove pollutants and control the diffusion of pollutants at the same time, and has a wide range of application prospects in the actual site remediation process. .
现有技术CN103864263B提供了一种用于去除地下水中挥发性有机物的循环井系统,该系统包括:外井、内井、气体注入系统、气体抽提系统和药剂喷淋系统,所述内井置于所述外井中,所述气体注入系统用于向所述内井井水中通入气体曝气,曝气后掺杂有机污染物的所述气体一部分被所述气体抽提系统抽提后经活性炭吸附装置吸附排出,另一部分进入所述外井,所述药剂喷淋系统用于向所述外井中喷淋药液。The prior art CN103864263B provides a circulating well system for removing volatile organic compounds in groundwater. The system includes: an outer well, an inner well, a gas injection system, a gas extraction system and a chemical spray system. The inner well is equipped with In the outer well, the gas injection system is used to inject gas into the inner well water for aeration. After aeration, part of the gas doped with organic pollutants is extracted by the gas extraction system and then The activated carbon adsorption device adsorbs and discharges, and the other part enters the outer well, and the chemical spray system is used to spray chemical liquid into the outer well.
单独的循环井技术对BTEX等挥发性有机污染物具有很好的的修复效果,而对一些挥发性差、溶解度低的半挥发性有机污染物(如苯胺、多环芳烃、氯苯)的去除效率较低,需要较长修复周期,其原因在于:半挥发性有机污染物的挥发性较差,难以从水相进入气相中,井内曝气吹脱作用不明显;其次,半挥发性有机污染物溶解度小,污染物从介质向地下水的传质效率低,导致循环井修复效果不明显。Separate circulating well technology has a good remediation effect on volatile organic pollutants such as BTEX, but has poor removal efficiency for some semi-volatile organic pollutants with poor volatility and low solubility (such as aniline, polycyclic aromatic hydrocarbons, and chlorobenzene). The reason is that semi-volatile organic pollutants have poor volatility and are difficult to enter from the water phase into the gas phase, and the aeration and stripping effect in the well is not obvious; secondly, semi-volatile organic pollutants The solubility is small, and the mass transfer efficiency of pollutants from the medium to groundwater is low, resulting in an insignificant remediation effect of the circulation well.
场地原位热修复技术在修复机理上与循环井有着相同之处,均是利用污染物的挥发性将其从地下水中分离出。场地原位热修复技术是通过原地加热污染区域,大幅度提高场地土壤和地下水温度,从而加速污染区域内有机污染物的挥发、有机污染物与土壤有机质的分离或增加污染物在地下的流动性,挥发或分离后的污染物再通过抽提在地面进行处理。场地原位热修复技术能够显著加快土壤和含水层介质中的污染物的解析,强化污染物的挥发。将场地原位热修复技术与循环井结合能够显著提高循环井对半挥发性污染物的修复效果。Site in-situ thermal remediation technology has the same remediation mechanism as circulating wells, both of which use the volatility of pollutants to separate them from groundwater. Site in-situ thermal remediation technology significantly increases the temperature of the site soil and groundwater by heating the contaminated area in situ, thereby accelerating the volatilization of organic pollutants in the contaminated area, the separation of organic pollutants from soil organic matter, or increasing the flow of pollutants underground. The pollutants after volatilization or separation are then processed on the ground through extraction. Site in-situ thermal remediation technology can significantly accelerate the analysis of pollutants in soil and aquifer media and enhance the volatilization of pollutants. Combining site in-situ thermal remediation technology with circulation wells can significantly improve the remediation effect of circulation wells on semi-volatile pollutants.
现有技术CN202591210U提供了一种原位热强化组合土壤/地下水气相抽提技术治理污染土壤的装置。该装置为:在污染土壤区域中形成土层开口作为加热井,加热井中安放加热器部件,加热井中心至少形成一个土层开口作为抽提井,在抽提井中部署真空系统,抽提井连接有真空管;通过地表供电系统提供的电源加热加热器部件,再由加热器部件将其热量传递给邻近土壤,加热产生的尾气由真空系统提取至地面,经真空管收集,收集后的尾气传输到污染物地表收集及处理设施,经处理后达标排放。The prior art CN202591210U provides a device for treating contaminated soil using in-situ thermally enhanced combined soil/groundwater gas phase extraction technology. The device is: forming a soil opening in the contaminated soil area as a heating well, placing a heater component in the heating well, forming at least one soil opening in the center of the heating well as an extraction well, deploying a vacuum system in the extraction well, and connecting the extraction well There is a vacuum tube; the heater component is heated by the power provided by the surface power supply system, and then the heater component transfers its heat to the adjacent soil. The exhaust gas generated by the heating is extracted to the ground by the vacuum system, and collected by the vacuum tube. The collected exhaust gas is transmitted to the pollutant There are surface collection and treatment facilities for materials, and the discharge meets the standards after treatment.
该治理装置通过加热促进土壤/地下水中挥发性/半挥发性有机物质从土壤和含水层介质中解析形成尾气,再由真空系统将尾气抽提到地面上进行收集并处理,处理后的气体或液体再通过循环泵重新注入土壤中,加速污染物解析。该方法在加热使得土层内的污染物分解的同时存在污染物从地表挥发到空气环境中的风险。要减少这样的风险需要在地表铺设隔热层,施工面积较大,并且由于地下水的静态压力和土壤毛细管的压力,较难形成气体通道,容易出现气体短路,污染物去除效率有限;并且该装置的加热层设置于土层中,主要用于处理土壤中的污染物,井内长期保持负压,地下水难以在小区域内形成循环,不适用于处理地下水中的半挥发性有机污染物。The treatment device promotes the desorption of volatile/semi-volatile organic substances in soil/groundwater from the soil and aquifer media to form tail gas through heating. The tail gas is then extracted to the ground by a vacuum system for collection and processing. The processed gas or The liquid is then re-injected into the soil through a circulation pump to speed up the analysis of pollutants. This method decomposes the pollutants in the soil layer by heating, and at the same time, there is a risk that the pollutants will volatilize from the surface to the air environment. To reduce such risks, it is necessary to lay an insulation layer on the ground surface, which requires a large construction area. Due to the static pressure of groundwater and the pressure of soil capillaries, it is difficult to form a gas channel, prone to gas short circuits, and the pollutant removal efficiency is limited; and the device The heating layer is set in the soil layer and is mainly used to treat pollutants in the soil. The well maintains negative pressure for a long time and it is difficult for groundwater to circulate in a small area. It is not suitable for treating semi-volatile organic pollutants in groundwater.
此外,一方面由于对本领域技术人员的理解存在差异;另一方面由于申请人做出本发明时研究了大量文献和专利,但篇幅所限并未详细罗列所有的细节与内容,然而这绝非本发明不具备这些现有技术的特征,相反本发明已经具备现有技术的所有特征,而且申请人保留在背景技术中增加相关现有技术之权利。In addition, on the one hand, there are differences in the understanding of those skilled in the art; on the other hand, the applicant studied a large number of documents and patents when making the present invention, but due to space limitations, all details and contents are not listed in detail. However, this is by no means The present invention does not have these features of the prior art. On the contrary, the present invention already has all the features of the prior art, and the applicant reserves the right to add relevant prior art to the background art.
发明内容Contents of the invention
针对现有技术之不足,本发明提供了一种地下水循环井控温系统,包括:具有供地下水流入的下层筛管和供地下水流出的上层筛管并且具有用于将带有机污染物的地下水收集进行处理的循环井井体、用于在循环井井体内曝气~升温,将有机污染物和地下水高效分离的第一净化设备和用于对分离的有机污染物进行处理以解除危害的第二净化设备。第一净化设备设置于循环井井体内的液体环境中,第二净化设备设置于循环井井外,与循环井连通以获取含有有机污染物的气体。In view of the shortcomings of the existing technology, the present invention provides a groundwater circulation well temperature control system, which includes: a lower screen tube for groundwater to flow in and an upper layer screen tube for groundwater to flow out; and a system for collecting groundwater with organic pollutants. The circulating well body for processing, the first purification equipment used to aerate and heat the circulating well body to efficiently separate organic pollutants and groundwater, and the second purification equipment used to process the separated organic pollutants to eliminate hazards Purification equipment. The first purification device is disposed in the liquid environment inside the circulation well, and the second purification device is disposed outside the circulation well and communicates with the circulation well to obtain gas containing organic pollutants.
这样的设置方式有利于:通过将一定范围内地下水汇集到循环井内后再集中升温以强化分离地下水中的半挥发性有机污染物。即能够避免传统热修复大范围加热,使污染物的溢出到大气环境中的风险降低,同时集中在循环井内进行升温分离可有效降低能耗,而修复后的地下水经上层筛管再次回到地层中,处理污染物的同时保持地下水的正常流动,对区域地下水流动扰动小,同时集中收集有机污染物废气更有利于集中处理。This setting is conducive to strengthening the separation of semi-volatile organic pollutants in groundwater by collecting groundwater within a certain range into the circulation well and then centrally raising the temperature. That is to say, it can avoid large-scale heating of traditional thermal repair and reduce the risk of pollutants overflowing into the atmospheric environment. At the same time, focusing on heating and separation in the circulation well can effectively reduce energy consumption, and the repaired groundwater returns to the formation again through the upper screen tube. In this method, the pollutants are treated while maintaining the normal flow of groundwater, which has little disturbance to the flow of regional groundwater. At the same time, the centralized collection of organic pollutant waste gas is more conducive to centralized treatment.
根据一种优选的实施方式,所述第一净化设备包括用于加热循环井井体内的地下水以促进地下水内的有机污染物挥发的温控装置和用于向循环井井体内的地下水注入空气以加快地下水内的分子活动的曝气装置,所述温控装置设置于循环井井体内部容纳空间内上层筛管和下层筛管之间以对循环井井体内的地下水进行加热。According to a preferred embodiment, the first purification equipment includes a temperature control device for heating the groundwater in the circulation well body to promote the volatilization of organic pollutants in the groundwater and a temperature control device for injecting air into the groundwater in the circulation well body. An aeration device that accelerates molecular activity in groundwater. The temperature control device is installed between the upper screen tube and the lower screen tube in the internal accommodation space of the circulation well body to heat the groundwater in the circulation well body.
这样的设置方式有利于:对地下水进行曝气能够促进地下水内的分子运动,促进地下水内的半挥发性有机污染物与地下水分离;同时加热升温也能够进一步促进地下水内的分子运动,地下水内分子运动的同时将加热的热量传递给周围的分子;地下水从下层筛管中逐渐上行与温控装置接触并持续被加热,半挥发性有机污染物的挥发速率常数随温度的变化成倍数升高,逐渐从地下水中分离出进入到气相中,在循环流动的过程中得到了分离。This setting method is beneficial: aeration of groundwater can promote molecular movement in groundwater and promote the separation of semi-volatile organic pollutants in groundwater from groundwater; at the same time, heating and warming can further promote molecular movement in groundwater, and molecules in groundwater While moving, the heated heat is transferred to the surrounding molecules; the groundwater gradually rises from the lower screen tube to contact the temperature control device and is continuously heated. The volatilization rate constant of semi-volatile organic pollutants increases exponentially with the change of temperature. It gradually separates from the groundwater and enters the gas phase, and is separated during the circulation flow process.
根据一种优选的实施方式,所述第二净化设备包括用于从循环井井体内抽出带有有机污染物的气体的真空抽提装置和用于处理有机污染物的气体净化装置,所述真空抽提装置通过设置于上层筛管上方的排气管抽取废气。According to a preferred embodiment, the second purification equipment includes a vacuum extraction device for extracting gas with organic pollutants from the circulation well body and a gas purification device for treating organic pollutants. The vacuum The extraction device extracts waste gas through the exhaust pipe arranged above the upper screen tube.
根据一种优选的实施方式,所述温控装置包括温控单元、升温单元和温度监测单元,所述温度监测单元设置于靠近上层筛管的部位,用于监测经加热后即将输出循环井的地下水的温度。According to a preferred embodiment, the temperature control device includes a temperature control unit, a temperature rising unit and a temperature monitoring unit. The temperature monitoring unit is arranged close to the upper screen tube and is used to monitor the temperature that will be output from the circulation well after heating. Groundwater temperature.
这样设置的有益之处在于:通过将监测的经持续加热后输出循环井的地下水的温度作为反馈条件来调节升温单元的加热温度,能够从实际产生的结果直接反馈到温度的来源处进行调节,不受中间过程的影响,尤其是作为上方的边缘水体,其与气相和井体的接触紧密,与周围的温差较大,在加热温度较低时很难保证温度达到挥发的要求,而将监测单元设置在此处,在边缘水体的温度达到要求的情况下,循环井内的水体温度均能够符合半挥发性有机污染物的挥发要求。The benefit of this setting is that by using the monitored temperature of the groundwater output from the circulating well after continuous heating as a feedback condition to adjust the heating temperature of the heating unit, the actual results can be directly fed back to the source of the temperature for adjustment. It is not affected by the intermediate process, especially as the upper marginal water body, which is in close contact with the gas phase and the well body, and has a large temperature difference with the surroundings. When the heating temperature is low, it is difficult to ensure that the temperature reaches the volatilization requirements, and will be monitored The unit is set here, and when the temperature of the edge water reaches the requirements, the temperature of the water in the circulation well can meet the volatilization requirements of semi-volatile organic pollutants.
根据一种优选的实施方式,所述升温单元的加热温度为40~80℃。According to a preferred embodiment, the heating temperature of the heating unit is 40 to 80°C.
根据一种优选的实施方式,在循环井井体靠近地表的一端和背离地表的一端设置有用于防止带有有机污染物的气体进入大气和土壤的上密封盖和下密封盖。According to a preferred embodiment, an upper sealing cover and a lower sealing cover for preventing gases containing organic pollutants from entering the atmosphere and soil are provided at one end of the circulation well body close to the earth's surface and one end away from the earth's surface.
本发明另一方面还提供一种去除地下水中有机污染物的方法,包括如下步骤:On the other hand, the present invention also provides a method for removing organic pollutants in groundwater, which includes the following steps:
利用循环井内的曝气驱动作用,让地层内的地下水经过井壁内设置的过滤部进入井内;Utilize the aeration driving effect in the circulation well to allow the groundwater in the formation to enter the well through the filter set in the well wall;
利用位于井内的第一净化设备对进入井内的地下水进行净化,分离出地下水内的半挥发性物质;Use the first purification equipment located in the well to purify the groundwater entering the well and separate the semi-volatile substances in the groundwater;
利用位于井外的第二净化设备收集所述半挥发性物质,并对其中的有害物质进行处理。The second purification equipment located outside the well is used to collect the semi-volatile substances and process the harmful substances therein.
该方法适用于一种去除地下水中有机污染物的温控循环井系统。The method is applicable to a temperature-controlled circulating well system for removing organic pollutants from groundwater.
根据一种优选的实施方式,当地下水中的有机污染物均为挥发性有机物时(如苯、甲苯等),第一净化设备和第二净化设备参数设置为:将修复温度设置为40~60℃、曝气流量设置为50m3/h、抽提流量设置为50m3/h。According to a preferred implementation, when the organic pollutants in the groundwater are volatile organic compounds (such as benzene, toluene, etc.), the parameters of the first purification equipment and the second purification equipment are set to: set the repair temperature to 40-60°C ℃, the aeration flow rate is set to 50m 3 /h, and the extraction flow rate is set to 50m 3 /h.
根据一种优选的实施方式,当地下水中有机污染物均为半挥发性有机物时(如苯胺、有机氯农药、多环芳烃等),第一净化设备和第二净化设备参数设置为:将修复温度设置为60~80℃、曝气流量设置为30m3/h、抽提流量设置为30m3/h。According to a preferred embodiment, when the organic pollutants in the groundwater are semi-volatile organic compounds (such as aniline, organochlorine pesticides, polycyclic aromatic hydrocarbons, etc.), the parameters of the first purification equipment and the second purification equipment are set to: restore The temperature is set to 60 to 80°C, the aeration flow rate is set to 30m 3 /h, and the extraction flow rate is set to 30m 3 /h.
根据一种优选的实施方式,当地下水中的有机污染物为半挥发性及挥发性的有机混合物时,第一净化设备和第二净化设备参数设置采取分步升温的方式,首先将修复温度设置为40~60℃、曝气流量设置为40m3/h、抽提流量设置为40m3/h,待挥发性污染物的去除率超过80%时,修复温度提高至60~80℃,加快半挥发性污染物的去除。According to a preferred embodiment, when the organic pollutants in the groundwater are semi-volatile and volatile organic mixtures, the parameters of the first purification equipment and the second purification equipment are set in a step-by-step manner. First, the repair temperature is set. The temperature is 40~60℃, the aeration flow is set to 40m 3 /h, and the extraction flow is set to 40m 3 /h. When the removal rate of volatile pollutants exceeds 80%, the repair temperature is increased to 60~80℃, and the half-time speed is accelerated. Removal of volatile contaminants.
这样设置的有益之处在于:基于地下水中不同挥发性的有机污染物采取不同的处理参数组合,处理低挥发性有机污染物时,能够采取较大的升温温度及较小曝气流量,增加温度的同时增强污染地下水在井内的停留时间,强化挥发速率;而处理高挥发性有机污染物时,能采取较小的升温温度及较大曝气流量,在能有效去除污染物的同时扩大修复半径。The benefit of this setting is that different treatment parameter combinations are adopted based on different volatile organic pollutants in groundwater. When treating low-volatile organic pollutants, a larger heating temperature and a smaller aeration flow can be adopted to increase the temperature. At the same time, it enhances the residence time of contaminated groundwater in the well and enhances the volatilization rate; when dealing with highly volatile organic pollutants, a smaller heating temperature and a larger aeration flow can be adopted, which can effectively remove pollutants while expanding the repair radius. .
附图说明Description of the drawings
图1是本发明提供的一种优选实施方式的整体结构的简化模块连接关系示意图;Figure 1 is a schematic diagram of a simplified module connection relationship of the overall structure of a preferred embodiment provided by the present invention;
图2是本发明提供的模拟实验的一种优选实施方式的简化示意图;Figure 2 is a simplified schematic diagram of a preferred embodiment of the simulation experiment provided by the present invention;
图3是本发明提供的模拟实验对污染物净化效果的浓度分布图。Figure 3 is a concentration distribution diagram of the pollutant purification effect of the simulation experiment provided by the present invention.
附图标记列表List of reference signs
1:上密封盖;2:排气管;3:上层筛管;4:中间壁管;5:下层筛管;6:下密封盖;7:升温单元;8:固定单元;9:温度监测单元;10:曝气头;11:空气泵;12:第一流量计;13:第一阀门;14:曝气管;15:电导线;16:温度传感线;17:温控单元;18:第二阀门;19:第二流量计;20:第一抽提管;21:真空泵;22:第三阀门;23:第二抽提管;24:气体净化装置。1: Upper sealing cover; 2: Exhaust pipe; 3: Upper screen tube; 4: Middle wall tube; 5: Lower screen tube; 6: Lower sealing cover; 7: Heating unit; 8: Fixed unit; 9: Temperature monitoring Unit; 10: Aeration head; 11: Air pump; 12: First flow meter; 13: First valve; 14: Aeration pipe; 15: Electrical wire; 16: Temperature sensing line; 17: Temperature control unit; 18: The second valve; 19: The second flow meter; 20: The first extraction pipe; 21: Vacuum pump; 22: The third valve; 23: The second extraction pipe; 24: Gas purification device.
具体实施方式Detailed ways
下面结合附图1、2和3进行详细说明。Detailed description will be given below with reference to Figures 1, 2 and 3.
实施例1Example 1
本实施例提供一种地下水循环井控温装置,其主要包括:循环井井体、温控装置、曝气装置、真空抽提装置、气体净化系统。This embodiment provides a groundwater circulation well temperature control device, which mainly includes: a circulation well body, a temperature control device, an aeration device, a vacuum extraction device, and a gas purification system.
循环井井体包括侧壁和内部的容纳空间,如图1所示。背离地表的一端的侧壁上设置有供地下水流入井内的下层筛管5。循环井井体靠近地表的一端的侧壁上设置有供地下水从井内流出到地层中的上层筛管3。上层筛管3和下层筛管5之间设置有不透水的中间壁管4。在循环井井体靠近地表的一端设置有上密封盖1。在循环井井体背离地表的一端设置有下密封盖6。密封盖用于封闭井内空间,防止井内的有机污染物泄漏到地表或地下。优选地,密封盖的大小与井管的外径大小一致,施工时不增加多余的施工面积,便于施工。使用时,受污染的地下水基于地下水的压力从下层筛管5中进入到循环井内;在循环井内处理后,经过处理的地下水再基于井外上下水层的水位的压力差从上层筛管3处重新流回地下水内。The circulation well body includes side walls and an internal accommodation space, as shown in Figure 1. A lower screen pipe 5 for allowing groundwater to flow into the well is provided on the side wall of the end facing away from the earth's surface. An upper screen pipe 3 for groundwater to flow out from the well into the formation is provided on the side wall of one end of the circulation well body close to the surface. A water-impermeable intermediate wall tube 4 is provided between the upper screen tube 3 and the lower screen tube 5 . An upper sealing cover 1 is provided at one end of the circulation well body close to the surface. A lower sealing cover 6 is provided at one end of the circulation well body away from the earth's surface. The sealing cover is used to seal the space inside the well to prevent organic pollutants in the well from leaking to the surface or underground. Preferably, the size of the sealing cover is consistent with the outer diameter of the well pipe, so that no extra construction area is added during construction, which facilitates construction. When used, the contaminated groundwater enters the circulation well from the lower screen tube 5 based on the pressure of the groundwater; after being treated in the circulation well, the treated groundwater passes through the upper screen tube 3 based on the pressure difference between the upper and lower water levels outside the well. flow back into the groundwater.
温控装置设置于循环井井体内部的容纳空间内,包括:温控单元17、升温单元7和温度监测单元9。升温单元7设置于循环井内,用于对进入循环井内部容纳空间内的地下水进行加温。温控单元17设置于循环井外,与升温单元7数据连接,通过信号控制升温单元7的工作状态。例如,升温单元7与温控单元17通过电导线15连接。升温单元7设置于循环井内,用于监测循环井内的地下水温度。温度监测单元9与温控单元17数据连接,用于为温控单元17提供调整控制信号的温度参考值。例如,温度监测单元9与温控单元17通过温度传感线16连接。优选地,温度监测单元9例如是热电偶。优选地,升温单元7的温度根据含水层的厚度、污染物性质等参数来具体确定。优选地,循环井内的水流的加热温度一般为40~80℃。优选地,升温单元7通过固定单元8稳定固定在循环井井体内,避免其受到地下水流的扰动而影响其正常工作。优选地,升温单元7固定于上层筛管3与下层筛管5之间的中间壁管4的井段上,以对循环井内的水流进行加热。优选地,固定单元8例如可以是卡托,两个卡托的边缘卡接在循环井的内壁上,升温单元7卡接在两个卡托之间。两个卡托中部设置有用于固定升温单元7的卡槽。如图1所示,固定单元8包括用于容纳升温单元7的容纳空间和设置于容纳空间四周用于与井体连接的固定部,固定部设置有4个,彼此对称设置以提供稳定的受力。The temperature control device is arranged in the accommodation space inside the circulation well body and includes: a temperature control unit 17, a temperature rising unit 7 and a temperature monitoring unit 9. The heating unit 7 is arranged in the circulation well and is used to heat the groundwater entering the internal accommodation space of the circulation well. The temperature control unit 17 is installed outside the circulation well, is connected to the temperature increasing unit 7 through data, and controls the working state of the temperature increasing unit 7 through signals. For example, the temperature raising unit 7 and the temperature control unit 17 are connected through electrical conductors 15 . The temperature increasing unit 7 is installed in the circulation well and used to monitor the groundwater temperature in the circulation well. The temperature monitoring unit 9 is connected with the temperature control unit 17 through data, and is used to provide the temperature control unit 17 with a temperature reference value for adjusting the control signal. For example, the temperature monitoring unit 9 and the temperature control unit 17 are connected through a temperature sensing line 16 . Preferably, the temperature monitoring unit 9 is a thermocouple, for example. Preferably, the temperature of the heating unit 7 is specifically determined based on parameters such as the thickness of the aquifer and the nature of the pollutants. Preferably, the heating temperature of the water flow in the circulation well is generally 40 to 80°C. Preferably, the heating unit 7 is stably fixed in the circulation well body through the fixing unit 8 to prevent it from being disturbed by the groundwater flow and affecting its normal operation. Preferably, the heating unit 7 is fixed on the well section of the intermediate wall pipe 4 between the upper screen tube 3 and the lower screen tube 5 to heat the water flow in the circulation well. Preferably, the fixing unit 8 can be a card holder, for example. The edges of the two card holders are clamped on the inner wall of the circulation well, and the heating unit 7 is clamped between the two cards. A slot for fixing the heating unit 7 is provided in the middle of the two card trays. As shown in Figure 1 , the fixing unit 8 includes an accommodation space for accommodating the heating unit 7 and fixing parts arranged around the accommodation space for connection with the well body. There are four fixing parts, which are arranged symmetrically with each other to provide stable receiving. force.
曝气装置包括:空气泵11、第一流量计12、第一阀门13、曝气管14和曝气头10。空气泵11依次连通第一流量计12和曝气头10,通过第一流量计12控制曝气流量。优选地,曝气流量根据含水层厚度、上层筛管3与下层筛管5之间的间距确定。第一阀门13设置于曝气管14上,用于调控曝气流量。曝气头10设置于循环井底部。空气泵11泵入的气体经曝气管14输送后从曝气头10处进入到循环井内与从下层筛管5进入到循环井内的水流混合,形成气水混合物从而水流的密度减小,水流逐渐向循环井井体的上段迁移。井内外形成的密度差异,促使循环井下层筛管5处的地下水不断流向井内。同时温控单元17控制升温单元7对上升的地下水进行加热,促使有机污染物与地下水分离。分离污染物后的经过升温的地下水又经上层筛管3反渗到井外的土壤中,经过土壤时将热量传导给土壤进而促进井外的有机污染物(挥发性和半挥发性)从土壤介质中解析进入地下水中,多次循环后去除地下水流经的土壤中的有机污染物。The aeration device includes: an air pump 11, a first flow meter 12, a first valve 13, an aeration pipe 14 and an aeration head 10. The air pump 11 is connected to the first flow meter 12 and the aeration head 10 in sequence, and the aeration flow rate is controlled through the first flow meter 12 . Preferably, the aeration flow rate is determined according to the thickness of the aquifer and the spacing between the upper screen tube 3 and the lower screen tube 5 . The first valve 13 is provided on the aeration pipe 14 for regulating the aeration flow. The aeration head 10 is installed at the bottom of the circulation well. The gas pumped by the air pump 11 is transported through the aeration pipe 14 and enters the circulation well from the aeration head 10 to mix with the water flow entering the circulation well from the lower screen tube 5 to form a gas-water mixture, thereby reducing the density of the water flow. Gradually migrate to the upper section of the circulation well body. The density difference formed inside and outside the well prompts the groundwater at 5 screen tubes in the lower layer of the circulating well to continuously flow into the well. At the same time, the temperature control unit 17 controls the heating unit 7 to heat the rising groundwater to promote the separation of organic pollutants from the groundwater. After the pollutants have been separated, the heated groundwater back-infiltrates into the soil outside the well through the upper screen tube 3. When passing through the soil, it conducts heat to the soil and promotes the removal of organic pollutants (volatile and semi-volatile) outside the well from the soil. The medium is desorbed into the groundwater, and after multiple cycles, the organic pollutants in the soil through which the groundwater flows are removed.
真空抽提装置包括用于提供负压的真空泵21、用于传输气体的第一抽提管20、设置于第一抽提管20上的第二阀门18和设置于第一抽提管20上的第二流量计19。真空抽提装置通过排气管2与循环井井体内部的容纳空间81连通。排气管2为适应气体的密度,设置于循环井井体的上层筛管3上方。经曝气处理后含有大量半挥发性有机污染物的气体经排气管2被真空抽提装置抽出到井外收集。真空抽提装置与气体净化装置24通过第二抽提管23连接,第二抽提管23上设置有用于调控气体流量的第三阀门22,抽出的气体经由气体净化装置24净化处理后排放到大气中或将有用的成分再次循环回到地层内。The vacuum extraction device includes a vacuum pump 21 for providing negative pressure, a first extraction pipe 20 for transporting gas, a second valve 18 provided on the first extraction pipe 20 and a second valve 18 provided on the first extraction pipe 20. The second flow meter 19. The vacuum extraction device communicates with the accommodation space 81 inside the circulation well body through the exhaust pipe 2 . In order to adapt to the density of the gas, the exhaust pipe 2 is arranged above the upper screen pipe 3 of the circulation well body. After aeration treatment, the gas containing a large amount of semi-volatile organic pollutants is extracted by the vacuum extraction device through the exhaust pipe 2 and collected outside the well. The vacuum extraction device and the gas purification device 24 are connected through the second extraction pipe 23. The second extraction pipe 23 is provided with a third valve 22 for regulating the gas flow. The extracted gas is purified by the gas purification device 24 and then discharged to The atmosphere may recycle useful components back into the formation.
利用本申请的循环井使得地下水形成循环流动,不会造成区域地下水水位大幅变化或者流向发生变化,对周围环境干扰小,也不易导致有机污染物污染扩散,并且能够有效去除地下水中有机物污染物,提高修复效率。The circulating well of this application is used to form a circular flow of groundwater, which will not cause significant changes in regional groundwater levels or changes in flow direction. It will have little interference with the surrounding environment and will not easily lead to the spread of organic pollutant contamination, and can effectively remove organic pollutants in groundwater. Improve repair efficiency.
实施例2Example 2
本实施例提供一种地下水循环井控温方法,尤其是一种去除地下水中挥发性/半挥发性有机污染物的室内模拟方法,主要包括循环井井体、温控装置、曝气装置、真空抽提装置、气体净化系统,各系统的功能原理与实施例1相似,具体实施包括如下步骤:This embodiment provides a groundwater circulation well temperature control method, especially an indoor simulation method for removing volatile/semi-volatile organic pollutants in groundwater, which mainly includes a circulation well body, a temperature control device, an aeration device, and a vacuum The functional principles of the extraction device and gas purification system are similar to those in Embodiment 1. The specific implementation includes the following steps:
S1利用曝气驱动井内外地下水形成的水位差,使井外的水经过井壁内设置的过滤部进入井内;S1 uses aeration to drive the water level difference formed by groundwater inside and outside the well, so that the water outside the well enters the well through the filter set in the well wall;
S2利用位于井内的第一净化设备对进入井内的地下水进行净化,其中,第一净化设备能够分离出地下水内的挥发性/半挥发性物质;S2 uses the first purification equipment located in the well to purify the groundwater entering the well, where the first purification equipment can separate volatile/semi-volatile substances in the groundwater;
S3利用位于井外的第二净化设备收集所述半挥发性物质,并对其中的有害物质进行处理。S3 uses the second purification equipment located outside the well to collect the semi-volatile substances and process the harmful substances in them.
其中S2包括:加热和/或曝气和/或抽气操作。Among them, S2 includes: heating and/or aeration and/or air extraction operations.
本实施例采用循环井的水流循环作用将地下水引入到循环井内,在循环井内加热使得有机污染物挥发到气相中,随后使用真空抽提装置抽取出挥发的气相,将抽出的气相导流到第二净化设备中进行处理的方式对上述类型的有机污染物进行去除。In this embodiment, the water circulation of the circulation well is used to introduce groundwater into the circulation well, and heating in the circulation well causes the organic pollutants to volatilize into the gas phase. Then, a vacuum extraction device is used to extract the volatile gas phase, and the extracted gas phase is directed to the third The above types of organic pollutants are removed by processing in the second purification equipment.
地下水中常见的有机污染物包括有苯系物、机氯农药、多环芳烃和多氯联苯等,这些挥发性/半挥发性有机污染物会对人体健康产生不同程度的危害。由于地下水的组成复杂,多种污染物质时常混合存在,一些复杂的组成环境会对修复效果产生影响,较难去除。因此在处理前,将苯系物、有机氯农药、多环芳烃和多氯联苯等在地下水中的浓度以及组成分为:易挥发性污染(沸点小于170℃的污染物占总浓度的80%以上)、半挥发性污染(沸点在170℃~350℃之间的污染物占总浓度的80%以上)以及混合污染(易挥发和半挥发污染物的浓度均不可忽略)。根据等级的不同,采用不同的处理参数组合进行处理,以提高污染物的去除效率并降低污染物的泄漏风险。Common organic pollutants in groundwater include benzene series, organochlorine pesticides, polycyclic aromatic hydrocarbons and polychlorinated biphenyls. These volatile/semi-volatile organic pollutants can cause varying degrees of harm to human health. Due to the complex composition of groundwater, multiple pollutants are often mixed. Some complex compositional environments will affect the remediation effect and are difficult to remove. Therefore, before treatment, the concentration and composition of benzene series, organochlorine pesticides, polycyclic aromatic hydrocarbons and polychlorinated biphenyls in groundwater are divided into: volatile pollution (pollutants with a boiling point less than 170°C account for 80% of the total concentration % or more), semi-volatile pollution (pollutants with boiling points between 170°C and 350°C account for more than 80% of the total concentration) and mixed pollution (the concentrations of both volatile and semi-volatile pollutants cannot be ignored). Depending on the grade, different combinations of treatment parameters are used to improve the removal efficiency of pollutants and reduce the risk of leakage of pollutants.
温度能够对有机污染物的饱和蒸气压造成影响,地下水环境温度越高,有机物的饱和蒸气压越大,有机物越容易挥发。加热温度升高和地下水中的半挥发性有机物的挥发符合一级动力学特征,水温从20℃上升到80℃时,苯胺在水中的挥发速率增加43倍,因此温度对水中苯胺等有机污染物的挥发速率有较大影响。本申请采用升温单元7对抽取到循环井内的地下水进行加热升温,加热的过程中持续曝气,以加快水流中的分子运动,促进升温单元7产生的温度在地下水中快速扩散。由于处于边缘区域的地下水与周围环境的温差较大,在流动的过程中热量损失较大等实际因素,较低的加热温度产生热量的速率慢,并且由于温度低水流中的分子运动慢,使得温度在循环井内的扩散速度较慢,因此温度扩散面积小,远离井体或筛管段的水流的温度达不到挥发要求,污染物的去除效率较低。随着加热温度的升高,产生热量的速率加快,产生的热量能够补充由于周围温差而损失的热量,并且水流中的分子运动更活跃,因此能够增加温度扩散面积,使得远离井体边缘的温度也能够符合挥发要求;同时,温度的扩散速度越快,边缘区域的水流的温度波动也越小,更有利于地下水中的半挥发性有机污染物尽量多地挥发进入到气相中。Temperature can affect the saturated vapor pressure of organic pollutants. The higher the groundwater ambient temperature, the greater the saturated vapor pressure of organic matter, and the easier it is for organic matter to volatilize. The increase in heating temperature and the volatilization of semi-volatile organic compounds in groundwater conform to first-order kinetic characteristics. When the water temperature rises from 20°C to 80°C, the volatilization rate of aniline in the water increases by 43 times. Therefore, temperature has an impact on organic pollutants such as aniline in the water. has a greater impact on the evaporation rate. This application uses the heating unit 7 to heat the groundwater extracted into the circulation well. During the heating process, aeration is continued to accelerate the molecular movement in the water flow and promote the rapid diffusion of the temperature generated by the heating unit 7 in the groundwater. Due to practical factors such as the large temperature difference between the groundwater in the edge area and the surrounding environment, and the large heat loss during the flow process, the lower heating temperature generates heat at a slower rate, and due to the low temperature, the molecular movement in the water flow is slow, making The diffusion rate of temperature in the circulation well is slow, so the temperature diffusion area is small. The temperature of the water flow away from the well body or screen section cannot meet the volatilization requirements, and the removal efficiency of pollutants is low. As the heating temperature increases, the rate of heat generation accelerates. The generated heat can supplement the heat lost due to the surrounding temperature difference, and the molecular motion in the water flow is more active, so the temperature diffusion area can be increased, making the temperature farther away from the edge of the well body. It can also meet the volatilization requirements; at the same time, the faster the temperature diffusion speed, the smaller the temperature fluctuation of the water flow in the edge area, which is more conducive to the volatilization of as much semi-volatile organic pollutants in the groundwater into the gas phase as possible.
增加循环井内的曝气量会增加循环井中的水分子的运动速度,促进循环井中的温度扩散,随着曝气量的增加,温度的扩散速度和一定时间内的扩散面积均有所增加;但随着曝气量的增加,气体流动的速度加快,热量损失的速度会加快,容易造成边缘水体的温度波动,影响边缘水体的有机物质挥发;并且,随着曝气量的增加,地下水和有害气体溢出循环井的风险也更大,不利于地下水在循环井内的正常循环,也容易导致有机污染物溢出地表,产生二次危害。Increasing the aeration amount in the circulation well will increase the movement speed of water molecules in the circulation well and promote the temperature diffusion in the circulation well. As the aeration amount increases, the temperature diffusion rate and the diffusion area within a certain period of time increase; however, As the amount of aeration increases, the speed of gas flow accelerates, and the rate of heat loss will accelerate, which can easily cause temperature fluctuations in edge water bodies and affect the volatilization of organic matter in edge water bodies; and, as the amount of aeration increases, groundwater and harmful The risk of gas overflowing from the circulation well is also greater, which is not conducive to the normal circulation of groundwater in the circulation well, and can easily cause organic pollutants to overflow to the surface, causing secondary harm.
以下以循环井实验装置为例详细描述本方法的具体设置方式:The following takes the circulating well experimental device as an example to describe the specific setup of this method in detail:
循环井实验装置的尺寸设置为内径为45mm,整体高度为450mm。从下至上依次为50mm高的下层筛管5、250mm高的中间壁管4、40mm高的上层筛管3和110mm高的上层壁管。距离下层筛管5的顶部45mm处设置有用于固定升温单元7的第一卡托,在第一卡托背离下层筛管5的一侧、距离第一卡托160mm处设置有第二卡托。第二卡托距离上层筛管3的底部45mm。排气管2设置为距离地面20mm。The dimensions of the circulating well experimental device are set to an inner diameter of 45mm and an overall height of 450mm. From bottom to top, there are 50mm high lower screen tube 5, 250mm high middle wall tube 4, 40mm high upper screen tube 3 and 110mm high upper wall tube. A first card holder for fixing the heating unit 7 is provided 45mm from the top of the lower screen tube 5. A second card holder is provided on the side of the first card holder away from the lower screen tube 5 and 160mm away from the first card holder. The distance between the second card holder and the bottom of the upper screen tube 3 is 45mm. The exhaust pipe 2 is set 20mm away from the ground.
针对具体情况的复杂性,上述处理方法具体还包括如下步骤:Depending on the complexity of the specific situation, the above processing method also includes the following steps:
考虑到地下含水层复杂水文地质环境及各修复参数因素影响,以不同含水层介质(细砂、中砂、粗砂)、地下水流速(0.2~0.6m/d)、曝气流量(0.1~0.3m3/h)、加热温度(40~80℃)等条件,利用响应面实验确定温度上升最大扩散范围时各参数的数值。Taking into account the complex hydrogeological environment of the underground aquifer and the influence of various restoration parameters, different aquifer media (fine sand, medium sand, coarse sand), groundwater flow rate (0.2~0.6m/d), and aeration flow rate (0.1~0.3 m 3 /h), heating temperature (40-80°C) and other conditions, use response surface experiments to determine the values of each parameter in the maximum diffusion range of temperature rise.
在地下水有机污染物污染平衡状态下,以温度扩散范围最大时的各参数进行修复降解实验,相隔一定时间取样,测量不同含水层位置地下水中有机污染物浓度。Under the equilibrium state of groundwater organic pollutant pollution, remediation and degradation experiments are carried out with various parameters when the temperature diffusion range is the largest. Samples are taken at certain intervals to measure the concentration of organic pollutants in groundwater at different aquifer locations.
以半挥发性有机污染物苯胺为例,将修复温度设置为80℃、曝气流量设置为0.3m3/h、抽提流量设置为0.3m3/h(由于室内模拟实验尺度较小,曝气/抽提流量较小)、地下水流速设置为0.2m/d。在此条件下,第一、第二设备的处理速度较快,苯胺得以快速修复(如图3所示)。Taking the semi-volatile organic pollutant aniline as an example, the repair temperature is set to 80°C, the aeration flow is set to 0.3m 3 /h, and the extraction flow is set to 0.3m 3 /h (due to the small scale of the indoor simulation experiment, the exposure The gas/extraction flow rate is small) and the groundwater flow rate is set to 0.2m/d. Under this condition, the processing speed of the first and second equipment is faster, and aniline can be repaired quickly (as shown in Figure 3).
在地下水中苯、TCE等挥发性污染物的浓度较高时,氯苯、苯胺、多环芳烃等半挥发性污染物的浓度为低的情况下,第一净化设备和第二净化设备调整自身参数为第一组合,由于污染物本身容易挥发,不需要过高的加热温度,因此第一净化设备的主要作用为曝气促进挥发。为保证污染物的去除效率并且保证第二净化设备足以处理输送的污染物质避免污染物质泄漏,第一组合为较低的加热温度和较大的曝气/抽提流量,升高后的曝气流量和抽提流量为第一流量。优选地,在第一流量下,增加曝气流量能够保证挥发性有机污染物在较低的温度下得到有效的去除,而增加抽提流量能够保证输入到第二净化设备内的污染物被充分收集净化,而不会由于输入过快导致难以处理或处理不净,进而溢出对环境造成危害。同时由于曝气流量的增加,可以有效增加循环井的影响半径,扩大修复范围。When the concentration of volatile pollutants such as benzene and TCE in the groundwater is high and the concentration of semi-volatile pollutants such as chlorobenzene, aniline and polycyclic aromatic hydrocarbons is low, the first purification equipment and the second purification equipment adjust themselves The parameters are the first combination. Since the pollutants themselves are easy to volatilize and do not require excessive heating temperatures, the main function of the first purification equipment is aeration to promote volatilization. In order to ensure the removal efficiency of pollutants and ensure that the second purification equipment is sufficient to process the transported pollutants to avoid leakage of pollutants, the first combination is a lower heating temperature and a larger aeration/extraction flow rate, and the aeration after increasing The flow rate and the extraction flow rate are the first flow rate. Preferably, under the first flow rate, increasing the aeration flow rate can ensure that volatile organic pollutants are effectively removed at a lower temperature, and increasing the extraction flow rate can ensure that the pollutants input into the second purification equipment are fully removed. Collect and purify the waste without overflowing and causing harm to the environment. At the same time, due to the increase in aeration flow, the influence radius of the circulation well can be effectively increased and the repair scope can be expanded.
当地下水中的苯胺、多环芳烃等半挥发性污染物的浓度较高时,调整第一净化设备和第二净化设备的自身参数组合为第二组合,即较高的加热温度与较低的曝气/抽提流量,较高的加热温度可以保证污染物在第一净化设备内的去除效率,较低的曝气/抽提流量可减少高浓度污染物挥发到空气中的风险,降低后的抽提流量和曝气流量为第二流量。优选地,为保证半挥发性污染物的去除效率,延长水体在井体内的停留加热时长。延长后的停留时长为第三时长,第三时长大于第二时长。优选地,第一时长为48h。第二时长为60h。第三时长为72h。第二流量为30~40m3/h。第一流量为40~50m3/h。When the concentration of semi-volatile pollutants such as aniline and polycyclic aromatic hydrocarbons in groundwater is high, the parameter combination of the first purification equipment and the second purification equipment is adjusted to the second combination, that is, a higher heating temperature and a lower Aeration/extraction flow rate and higher heating temperature can ensure the removal efficiency of pollutants in the first purification equipment. Lower aeration/extraction flow rate can reduce the risk of high-concentration pollutants evaporating into the air, reducing the subsequent The extraction flow rate and aeration flow rate are the second flow rates. Preferably, in order to ensure the removal efficiency of semi-volatile pollutants, the heating time of the water body in the well body is extended. The extended stay duration is the third duration, and the third duration is longer than the second duration. Preferably, the first duration is 48 hours. The second duration is 60h. The third duration is 72h. The second flow rate is 30~40m 3 /h. The first flow rate is 40 to 50m 3 /h.
这样的设置方式,针对不同等级的高浓度污染物质,采用不同的参数组合进行处理,能够对具有高风险的污染物质采用较缓慢的挥发和抽提速率,降低高风险污染物质的泄漏风险。This setting method uses different parameter combinations for processing different levels of high-concentration pollutants, which can use slower volatilization and extraction rates for high-risk pollutants to reduce the risk of leakage of high-risk pollutants.
需要注意的是,上述具体实施例是示例性的,本领域技术人员可以在本发明公开内容的启发下想出各种解决方案,而这些解决方案也都属于本发明的公开范围并落入本发明的保护范围之内。本领域技术人员应该明白,本发明说明书及其附图均为说明性而并非构成对权利要求的限制。本发明的保护范围由权利要求及其等同物限定。本发明说明书包含多项发明构思,诸如“优选地”、“根据一个优选实施方式”或“可选地”均表示相应段落公开了一个独立的构思,申请人保留根据每项发明构思提出分案申请的权利。在全文中,“优选地”所引导的特征仅为一种可选方式,不应理解为必须设置,故此申请人保留随时放弃或删除相关优选特征之权利。It should be noted that the above specific embodiments are exemplary, and those skilled in the art can come up with various solutions inspired by the disclosure of the present invention, and these solutions also belong to the disclosure scope of the present invention and fall within the scope of the present invention. within the scope of protection of the invention. Those skilled in the art should understand that the description of the present invention and the accompanying drawings are illustrative and do not constitute limitations on the claims. The scope of protection of the present invention is defined by the claims and their equivalents. The description of the present invention contains multiple inventive concepts, such as "preferably", "according to a preferred embodiment" or "optionally" means that the corresponding paragraph discloses an independent concept, and the applicant reserves the right to propose divisions based on each inventive concept. The right to apply. Throughout the text, the features introduced by "preferably" are only optional and should not be understood as mandatory settings. Therefore, the applicant reserves the right to waive or delete the relevant preferred features at any time.
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