CN104692530B - Multistage quasi in-situ groundwater repair device and repair method - Google Patents

Multistage quasi in-situ groundwater repair device and repair method Download PDF

Info

Publication number
CN104692530B
CN104692530B CN201310646755.4A CN201310646755A CN104692530B CN 104692530 B CN104692530 B CN 104692530B CN 201310646755 A CN201310646755 A CN 201310646755A CN 104692530 B CN104692530 B CN 104692530B
Authority
CN
China
Prior art keywords
water
groundwater
subsoil
pipe
quasi
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201310646755.4A
Other languages
Chinese (zh)
Other versions
CN104692530A (en
Inventor
马志飞
袁志业
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beijing De Ruikesen Environmental Protection Technology Co Ltd
Original Assignee
Beijing De Ruikesen Environmental Protection Technology Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Beijing De Ruikesen Environmental Protection Technology Co Ltd filed Critical Beijing De Ruikesen Environmental Protection Technology Co Ltd
Priority to CN201310646755.4A priority Critical patent/CN104692530B/en
Publication of CN104692530A publication Critical patent/CN104692530A/en
Application granted granted Critical
Publication of CN104692530B publication Critical patent/CN104692530B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • 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

Landscapes

  • Processing Of Solid Wastes (AREA)

Abstract

一种多级准原位地下水修复装置,包括:一抽水井,井深至目标含水层;一抽水管,插设在抽水井中,抽水管的一端连接至设置于井口的抽水泵;一导水管,与抽水管呈垂直角度,导水管的一端连接抽水泵,导水管的另一端分别连接开设有出水孔的两根布水管,由布水管和导水管形成在同一平面上的三角形的布水系统,该布水系统水平地置于填料层中,并在填料层上面覆盖土层,并种植植物;填料层底部为防渗层,在抽水井的周围的填料层及快速渗流区设有透水孔;在透水孔附近设有水质监测点;在目标含水层中设有水位监测点。本发明还公开了利用上述修复装置进行地下水修复的方法。

A multi-stage quasi-in-situ groundwater restoration device, comprising: a water pumping well whose depth reaches the target aquifer; a water pumping pipe inserted in the water pumping well, one end of the water pumping pipe is connected to a water pump arranged at the well head; an aqueduct, It is perpendicular to the water pipe, one end of the water pipe is connected to the water pump, and the other end of the water pipe is respectively connected to two water distribution pipes with water outlets. The water distribution pipe and the water pipe form a triangular water distribution system on the same plane. The water distribution system is placed horizontally in the filling layer, and the soil layer is covered on the filling layer, and plants are planted; the bottom of the filling layer is an anti-seepage layer, and permeable holes are set in the filling layer and the fast seepage area around the pumping well; Water quality monitoring points are set near the permeable holes; water level monitoring points are set in the target aquifer. The invention also discloses a groundwater restoration method using the restoration device.

Description

一种多级准原位地下水修复装置和修复方法A multi-stage quasi-in-situ groundwater restoration device and restoration method

技术领域technical field

本发明属于地下水污染修复技术范畴。具体涉及一种新型地下水修复技术工艺The invention belongs to the technical category of groundwater pollution restoration. It specifically involves a new type of groundwater restoration technology

背景技术Background technique

目前,根据修复方式的不同,地下水污染修复可分为异位修复和原位修复技术。At present, according to different remediation methods, groundwater pollution remediation can be divided into ex-situ remediation and in-situ remediation technologies.

异位修复技术主要包括被动收集和抽出处理(pump and treat,P&T)技术。异位修复是将污染物先用收集系统或抽提系统转移到地上,然后再处理的技术,异位适用于污染范围大、污染晕埋藏深的污染场地,但该技术工程费用昂贵,涉及地下水的抽提或回灌,对修复区干扰大,拖尾和反弹现象严重。The ectopic restoration technology mainly includes passive collection and extraction treatment (pump and treat, P&T) technology. Ex-situ remediation is a technology that first transfers pollutants to the ground with a collection system or an extraction system, and then treats them. Ex-situ is suitable for polluted sites with a large scope of pollution and deep burial of pollution halos. However, this technical project is expensive and involves groundwater The extraction or refilling will greatly interfere with the restoration area, and the phenomenon of tailing and rebound will be serious.

原位修复技术是指在基本不破坏土体和地下水自然环境条件下,对受污染对象不作搬运或运输,而在原地进行修复的方法。原位修复技术适用于地下水污染范围小,污染晕埋藏浅的污染场地,原位修复技术处理费用低,还可减少地表处理设施的使用,最大程度地减少污染物的暴露和对环境的扰动,但该技术不适用于水位深、流速小或者污染物浓度高的地下水污染场地,同时原位修复技术施工和填料的更换难度大,影响了其推广与应用。如何克服两种地下水修复技术的缺点,开发一种成本低廉、易施工、适用性强的地下水修复技术是当前面临的技术难题。In-situ repair technology refers to the method of repairing the contaminated objects in situ without moving or transporting the contaminated objects under the condition of basically not destroying the natural environment of the soil and groundwater. In-situ remediation technology is suitable for polluted sites with small groundwater pollution and shallow burial of pollution halos. In-situ remediation technology has low treatment costs, and can also reduce the use of surface treatment facilities, minimizing the exposure of pollutants and disturbance to the environment. However, this technology is not suitable for groundwater polluted sites with deep water level, low flow velocity or high pollutant concentration. At the same time, the construction of in-situ remediation technology and the replacement of filler are difficult, which affects its promotion and application. How to overcome the shortcomings of the two groundwater remediation technologies and develop a groundwater remediation technology with low cost, easy construction and strong applicability is currently a technical problem.

发明内容Contents of the invention

本发明的目的在于提供一种多级准原位地下水修复装置MQISGRS(Multi-levelquasi in situ groundwater remediation system)。The object of the present invention is to provide a multi-level quasi in situ groundwater remediation device MQISGRS (Multi-level quasi in situ groundwater remediation system).

本发明的又一目的在于提供一种利用上述装置进行地下水修复的方法。Another object of the present invention is to provide a method for groundwater remediation using the above-mentioned device.

为实现上述目的,本发明提供的多级准原位地下水修复装置,包括:In order to achieve the above object, the multi-level quasi-in-situ groundwater restoration device provided by the present invention includes:

一抽水井,井深至目标含水层;A pumping well, deep to the target aquifer;

一抽水管,插设在抽水井中,抽水管的一端连接至设置于井口的抽水泵;A water suction pipe, inserted in the water pumping well, one end of the water suction pipe is connected to a water pump arranged at the well head;

一导水管,与抽水管呈垂直角度,导水管的一端连接抽水泵,导水管的另一端分别连接开设有出水孔的两根布水管,由布水管和导水管形成在同一平面上的三角形的布水系统,该布水系统水平地置于填料层中,并在填料上面覆盖土层,并种植有植物;An aqueduct, which is at a perpendicular angle to the suction pipe, one end of the aqueduct is connected to the pump, and the other end of the aqueduct is respectively connected to two water distribution pipes with water outlets, forming a triangular distribution pipe on the same plane as the water distribution pipe and the aqueduct A water system, the water distribution system is horizontally placed in the filling layer, and the soil layer is covered on the filling layer, and plants are planted there;

填料层的底部和周边为防渗层,位于抽水井周围的防渗层设有透水孔,水流通过透水孔进入快速渗流区;The bottom and periphery of the packing layer is an anti-seepage layer, and the anti-seepage layer around the pumping well is provided with permeable holes through which the water flow enters the rapid seepage area;

在快速渗流区的透水孔附近设有水质监测点;Set up water quality monitoring points near the permeable holes in the fast seepage area;

在目标含水层中设有水位监测点。There are water level monitoring points in the target aquifer.

所述的多级准原位地下水修复装置,其中抽水管的取水点位于抽水井中的井筛的筛管中间位置。In the multi-stage quasi-in-situ groundwater restoration device, the water intake point of the pumping pipe is located in the middle of the screen tube of the well screen in the pumping well.

所述的多级准原位地下水修复装置,其中抽水管的取水口处安装有过滤网。In the multi-stage quasi-in-situ groundwater restoration device, a filter screen is installed at the water intake of the suction pipe.

所述的多级准原位地下水修复装置,其中填料层是可以实现对地下水中污染物有吸附和降解效果的填料,如沸石或零价铁。In the multi-stage quasi-in-situ groundwater remediation device, the filler layer is a filler capable of adsorbing and degrading pollutants in groundwater, such as zeolite or zero-valent iron.

所述的多级准原位地下水修复装置,其中覆土层上种植对地下水中污染物具有降解、吸收或者富集功能的植物。In the multi-stage quasi-in-situ groundwater restoration device, plants with the functions of degrading, absorbing or enriching pollutants in groundwater are planted on the covering soil layer.

所述的多级准原位地下水修复装置,其中防渗层为高密度聚乙烯。In the multi-stage quasi-in-situ groundwater restoration device, the anti-seepage layer is high-density polyethylene.

本发明提供的利用上述多级准原位地下水修复装置进行地下水修复的方法:The method for groundwater restoration provided by the present invention using the above-mentioned multi-stage quasi-in-situ groundwater restoration device:

开动抽水泵,欲修复的地下水由抽水管进入导水管,经导水管进入布水管,再经布水管的出水孔进入填料层,使地下水均匀分布在填料层中,地下水污染物经过填料层的吸附、植物修复和降解后由抽水井周围的透水孔通过快速渗流区回到地下水层中,由于地下水的自身的流动,修复后的地下水流向下游,同时未修复的地下水在抽水泵的作用下,进入多级准原位地下水修复装置,连续运行直至完成地下水的修复。Start the pump, the groundwater to be repaired enters the aqueduct through the aqueduct, enters the water distribution pipe through the aqueduct, and then enters the packing layer through the water outlet hole of the water distribution pipe, so that the groundwater is evenly distributed in the packing layer, and the groundwater pollutants are absorbed by the packing layer. , After phytoremediation and degradation, the permeable holes around the pumping well will return to the groundwater layer through the fast seepage area. Due to the flow of the groundwater itself, the repaired groundwater will flow downstream, while the unrepaired groundwater will flow into the groundwater layer under the action of the pump. The multi-stage quasi-in-situ groundwater remediation device operates continuously until the groundwater remediation is completed.

所述的多级准原位地下水修复方法,其中抽水和布水是采用间歇式的抽水和布水。In the multi-stage quasi-in-situ groundwater restoration method, the pumping and water distribution are intermittent pumping and water distribution.

所述的多级准原位地下水修复方法,其中覆盖土层种植有利于地下水污染修复的植物,强化修复效果。In the multi-level quasi-in-situ groundwater restoration method, plants that are beneficial to groundwater pollution restoration are planted in the covering soil layer to enhance the restoration effect.

本发明的优点在于:The advantages of the present invention are:

(1)成本低。与地下水异位修复技术相比,本发明工艺简单,无需地面设施,仅有小功率抽水泵需要动力,建设与运行成本低;(1) Low cost. Compared with the groundwater dislocation restoration technology, the present invention has a simple process, no ground facilities are needed, and only a low-power pump needs power, and the construction and operation costs are low;

(2)易施工。与原位修复技术比较,避免了深挖建设可渗透反应强的施工难度,同时具有填料易更换的优点;(2) Easy construction. Compared with in-situ repair technology, it avoids the construction difficulty of deep excavation construction with strong permeable reaction, and has the advantage of easy replacement of filler;

(3)地下水扰动小,由于地下水回渗位置与抽水位置重合,减少污染物的暴露以及对地下水环境的扰动;(3) The disturbance of groundwater is small, since the position of groundwater re-seepage coincides with the pumping position, reducing the exposure of pollutants and disturbance to the groundwater environment;

(4)灵活性强,可以根据地下水污染物特点,改变填料层的介质材料,实现对不同污染物的修复;(4) Strong flexibility, according to the characteristics of groundwater pollutants, the medium material of the packing layer can be changed to realize the restoration of different pollutants;

(5)修复功能强,本发明可集成植物修复、吸附降解和回灌技术为一体,强化了地下水污染物的修复效果;(5) Strong remediation function, the present invention can integrate phytoremediation, adsorption degradation and recharge technology, and strengthen the remediation effect of groundwater pollutants;

(6)适应性强,本发明适用于不同地下水埋深的污染场地,克服可渗透反应墙仅适用于地下水埋深较浅的局限性。(6) Strong adaptability, the present invention is applicable to polluted sites with different buried depths of groundwater, and overcomes the limitation that the permeable reaction wall is only applicable to shallow buried depths of groundwater.

附图说明Description of drawings

图1是本发明地下水污染修复装置的俯视示意图。Fig. 1 is a schematic top view of the groundwater pollution remediation device of the present invention.

图2是图1中沿A-A的剖面图。Fig. 2 is a sectional view along A-A in Fig. 1 .

图3是图1中沿B-B的剖面图。Fig. 3 is a sectional view along B-B in Fig. 1 .

附图中主要组件符号说明:Explanation of main component symbols in the attached drawings:

1布水管,2出水孔,3填料层,4导水管,5抽水管,6防渗层,6’透水孔,7覆土层,8抽水泵,9井筛,10水质监测点,11水位监测点,12快速渗流区,13目标含水层。1 Water distribution pipe, 2 Outlet hole, 3 Packing layer, 4 Aqueduct pipe, 5 Suction pipe, 6 Anti-seepage layer, 6' permeable hole, 7 Covering soil layer, 8 Suction pump, 9 Well screen, 10 Water quality monitoring point, 11 Water level monitoring points, 12 fast-seepage zones, and 13 target aquifers.

具体实施方式detailed description

本发明是一种集植物修复、物理修复、化学修复和生物修复与一体,将湿地技术、渗透反应墙技术和井灌技术优化组合的多级准原位地下水修复装置。The invention is a multi-stage quasi-in-situ groundwater restoration device integrating phytoremediation, physical restoration, chemical restoration and biological restoration, and optimally combining wetland technology, seepage reaction wall technology and well irrigation technology.

请参阅附图,本发明的多级准原位地下水修复装置,由抽水系统、布水系统、修复填料层、覆土层、导气管、修复植物以及监测系统组成。其中:Please refer to the accompanying drawings, the multi-stage quasi-in-situ groundwater restoration device of the present invention is composed of a pumping system, a water distribution system, a restoration filling layer, a soil covering layer, an air duct, restoration plants and a monitoring system. in:

抽水系统包括一抽水井,抽水井的井深至目标含水层13,该抽水井内插设有抽水管5,抽水管5取水点位于井筛9的筛管中间位置,井筛9上的过滤网安装于抽水管5取水口处,井口设置有抽水泵8(如图3所示)。The pumping system includes a pumping well whose well depth reaches the target aquifer 13. The pumping well is inserted with a pumping pipe 5. The water intake point of the pumping pipe 5 is located in the middle of the screen tube of the well screen 9. The filter screen on the well screen 9 is installed At the water intake of the suction pipe 5, the wellhead is provided with a suction pump 8 (as shown in Figure 3).

布水系统由一根导水管4和两根布水管1组成,导水管1的一端连接抽水泵8,通过抽水泵8与抽水管5成直角状。导水管1的另一端连接设有出水孔2的布水管1,在同一平面上形成三角形的布水系统(如图1所示),将布水系统水平地置于填料层3中,并在布水系统上面覆盖一定厚度的土层7(如图2所示)。The water distribution system consists of an aqueduct 4 and two water distribution pipes 1. One end of the aqueduct 1 is connected to a water pump 8, and the water pump 8 is at right angles to the water pipe 5. The other end of the water guide pipe 1 is connected to the water distribution pipe 1 provided with the water outlet hole 2, forming a triangular water distribution system on the same plane (as shown in Figure 1), and placing the water distribution system horizontally in the packing layer 3, and The water distribution system is covered with a certain thickness of soil layer 7 (as shown in Figure 2).

填料层3是可以实现对有机污染物、重金属和“三氮”等地下水中污染物有吸附和降解效果的填料,如沸石或零价铁等。该布水系统的周边和底部是由如高密度聚乙烯材料形成的防渗层6所包围,在抽水井周围的防渗层6设有透水孔6’,以便经过修复后的水从该透水孔流入快速渗流区6’中,在快速渗流区6’和透水孔6’附近设有水质监测点10;在目标含水层中设有水位监测点11。覆土层上可以种植对地下水中污染物具有降解、吸收或者富集功能的植物。The packing layer 3 is a packing capable of adsorbing and degrading organic pollutants, heavy metals and "tri-nitrogen" and other groundwater pollutants, such as zeolite or zero-valent iron. The periphery and the bottom of the water distribution system are surrounded by an anti-seepage layer 6 formed of high-density polyethylene material, and the anti-seepage layer 6 around the pumping well is provided with a water-permeable hole 6' so that the repaired water can pass through the water-permeable The holes flow into the fast seepage zone 6', and a water quality monitoring point 10 is set near the fast seepage zone 6' and the permeable hole 6'; a water level monitoring point 11 is set in the target aquifer. Plants that can degrade, absorb or enrich pollutants in groundwater can be planted on the covering soil layer.

本发明的多级准原位地下水修复装置在实际安装时,首先进行调查,充分掌握污染场地地层结构特点,确定地下水污染层位、分布状况以及需修复的水量,制定出包括抽水位置、抽水井井深、建井管径、抽水量、抽水管管径的建井方案;根据需修复的水量和井深确定水泵型号、布水系统中的布水管的管径和出水孔的孔径,根据修复效率和修复目标,确定填料层中填料构成及其填料层大小和厚度,根据地下水中污染物特点,确定修复植物的种类和覆盖土层的厚度。When the multi-stage quasi-in-situ groundwater remediation device of the present invention is actually installed, it is firstly investigated to fully grasp the characteristics of the stratum structure of the polluted site, determine the level of groundwater pollution, distribution conditions and the amount of water to be repaired, and formulate a plan including the location of pumping water, pumping wells, etc. The well construction scheme of well depth, well construction pipe diameter, water pumping volume, and pumping pipe diameter; determine the water pump model, the pipe diameter of the water distribution pipe in the water distribution system and the diameter of the outlet hole according to the water volume to be repaired and the well depth; The goal of restoration is to determine the composition of the filler in the filler layer and the size and thickness of the filler layer, and to determine the type of restoration plant and the thickness of the covering soil layer according to the characteristics of the pollutants in the groundwater.

运行时,开动抽水泵8,受污染的地下水由抽水管5进入导水管4,经导水管4进入布水管1,再经布水管1的微孔进入填料层3,进而使受污染的地下水均匀分布在填料层3的一端,污染的地下水经过填料层3的充分吸附和降解后,流入透水孔6’,修复后的地下水通过透水孔6’回到地下水层中,由于地下水的自身的流动,修复后的地下水流通过快速渗流区12向下游,同时,未修复的地下水在抽水泵的作用下,进入本发明的修复系统,如此连续运行,完成地下水污染修复任务,本发明的装置采用间歇式抽水布水工艺,保证工艺运行的稳定性。同时,覆盖土层种植有利于地下水污染修复的植物,以强化本工艺良好的修复效果。During operation, the suction pump 8 is started, and the polluted groundwater enters the aqueduct 4 from the suction pipe 5, enters the water distribution pipe 1 through the aqueduct 4, and then enters the packing layer 3 through the micropores of the water distribution pipe 1, so that the polluted groundwater is evenly distributed. Distributed at one end of the packing layer 3, the polluted groundwater flows into the permeable hole 6' after being fully absorbed and degraded by the packing layer 3, and the repaired groundwater returns to the groundwater layer through the permeable hole 6'. Due to the flow of the groundwater itself, The repaired groundwater flows downstream through the rapid seepage zone 12, and at the same time, the unrepaired groundwater enters the repairing system of the present invention under the action of the pump, and runs continuously in this way to complete the task of repairing groundwater pollution. The device of the present invention adopts intermittent The pumping and water distribution process ensures the stability of the process operation. At the same time, the covering soil layer is planted with plants that are beneficial to the restoration of groundwater pollution, so as to strengthen the good restoration effect of this process.

Claims (9)

1. a kind of multistage quasi- original position subsoil water prosthetic device, including:
One pumped well, well depth is to target water-bearing layer;
One drinking-water pipe, is plugged in pumped well, and one end of drinking-water pipe connects to the suction pump being arranged at well head;
One aqueduct, the perpendicular angle with drinking-water pipe, one end of aqueduct connects suction pump, and the other end of aqueduct connects respectively Offer two water distributors of apopore, formed the water distribution system of triangle at grade by water distributor and aqueduct, This water distribution system is flatly placed in packing layer, and overlying soil on filler, and plants and be implanted with plant;
The bottom of packing layer and periphery are impervious barrier, and the impervious barrier around pumped well is provided with permeable hole, and current pass through permeable Hole enters quick vadose region;
It is provided with Water-quality Monitoring Points near the permeable hole of quick vadose region;
It is provided with water level monitoring point in target water-bearing layer.
2. multistage quasi- original position subsoil water prosthetic device according to claim 1, wherein, the dry point of drinking-water pipe is located at and draws water The screen casing centre position of the well screen in well.
3. multistage quasi- original position subsoil water prosthetic device according to claim 1 and 2, wherein, pacifies at the intake of drinking-water pipe Equipped with drainage screen.
4. multistage quasi- original position subsoil water prosthetic device according to claim 1, wherein, packing layer can be achieved on to underground Water pollutant has the filler of absorption and degradation effect.
5. multistage quasi- original position subsoil water prosthetic device according to claim 1, wherein, overlying soil is planted to subsoil water Middle pollutant have the plant of degraded, absorption or enrichment function.
6. multistage quasi- original position subsoil water prosthetic device according to claim 1, wherein, impervious barrier is high density polyethylene (HDPE).
7. a kind of method carrying out groundwater remediation using quasi- original position subsoil water prosthetic device multistage described in claim 1:
Start suction pump, the subsoil water to be repaired enters aqueduct by drinking-water pipe, enter water distributor through aqueduct, then through water distributor Apopore enter packing layer, so that subsoil water is evenly distributed in packing layer, groundwater pollutant through packing layer absorption and After degraded, returned in Water table by quick vadose region, due to the flowing of itself of subsoil water, the direction of groundwater flow after reparation Downstream, the subsoil water simultaneously do not repaired, in the presence of suction pump, enters multistage quasi- original position subsoil water prosthetic device, continuous operation Until completing the reparation of subsoil water.
8. method according to claim 7, wherein, draws water and water distribution is to be drawn water and water distribution using step.
9. method according to claim 7, wherein, overlying soil plantation is conducive to the plant that underground water pollution is repaired, by force Change repairing effect.
CN201310646755.4A 2013-12-04 2013-12-04 Multistage quasi in-situ groundwater repair device and repair method Expired - Fee Related CN104692530B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310646755.4A CN104692530B (en) 2013-12-04 2013-12-04 Multistage quasi in-situ groundwater repair device and repair method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310646755.4A CN104692530B (en) 2013-12-04 2013-12-04 Multistage quasi in-situ groundwater repair device and repair method

Publications (2)

Publication Number Publication Date
CN104692530A CN104692530A (en) 2015-06-10
CN104692530B true CN104692530B (en) 2017-02-22

Family

ID=53340147

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201310646755.4A Expired - Fee Related CN104692530B (en) 2013-12-04 2013-12-04 Multistage quasi in-situ groundwater repair device and repair method

Country Status (1)

Country Link
CN (1) CN104692530B (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105399245B (en) * 2015-12-18 2018-12-11 江苏维尔利环保科技股份有限公司 The prosthetic device and its restorative procedure of hexavalent chromium polluted underground water
CN105414160B (en) * 2015-12-18 2018-06-15 江苏维尔利环保科技股份有限公司 The devices and methods therefor of the repairing hexavalent chromium polluted underground water of up flow type PRB technologies
CN106186123A (en) * 2016-09-19 2016-12-07 北京德瑞科森环保科技有限公司 Hypotonicity contaminated site circulation controllable groundwater remediation system and restorative procedure
CN110947745A (en) * 2019-11-25 2020-04-03 北京高能时代环境技术股份有限公司 In-situ bioreactor based on underground water circulation
CN117756205A (en) * 2024-01-26 2024-03-26 中南安全环境技术研究院股份有限公司 In-situ remediation methods for groundwater

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103214086A (en) * 2013-05-13 2013-07-24 中国地质大学(北京) Oxygen release filler used for aerobic biological repairing of groundwater pollution

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2000048755A1 (en) * 1999-02-18 2000-08-24 Shell Oil Company Remediation of contaminated groundwater

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103214086A (en) * 2013-05-13 2013-07-24 中国地质大学(北京) Oxygen release filler used for aerobic biological repairing of groundwater pollution

Also Published As

Publication number Publication date
CN104692530A (en) 2015-06-10

Similar Documents

Publication Publication Date Title
CN207238749U (en) One kind injection extraction well formula soil in-situ elution repair system
CN104692531B (en) A kind of subsoil water heavy metal pollution prosthetic device
CN103864263B (en) A kind of circulation well system for removing volatile organic matter in underground water
CN102923822B (en) Restoring device and restoring method for treating fluorine pollution of groundwater
CN105776361B (en) An in-situ remediation system and application method for groundwater polluted by DNAPL
CN102923798B (en) Device and method for repairing underground water ammonia nitrogen pollution in normal position and abnormal position combined mode
CN102923838B (en) Device and method for repairing underground water nitrate pollution
CN104692530B (en) Multistage quasi in-situ groundwater repair device and repair method
CN103601280B (en) A device and method for remediating organic pollutants in groundwater
CN203715452U (en) Circulation well system for removing volatile organic compound in underground water
CN206578131U (en) Soil and groundwater remediation system
CN110104892B (en) Vortex solidified underground water restoration system and restoration method thereof
CN113500091A (en) Heavy metal contaminated soil and underground water repairing system and repairing method
CN205732267U (en) The in-situ remediation system of portable contaminated soil
CN106186123A (en) Hypotonicity contaminated site circulation controllable groundwater remediation system and restorative procedure
CN103613199A (en) Restoring device for ammonia nitrogen polluted underground water
CN204940363U (en) Groundwater pollution treatment system
CN209352622U (en) Single well built-in permeable reactor
CN104973632B (en) An in-situ remediation simulation device for landfill leachate pollution of soil and groundwater
CN205367950U (en) Hexavalent chromium pollutes prosthetic devices of groundwater
CN103613236B (en) Meandering steam type groundwater pollution repairing device
CN211707712U (en) In-situ chemical oxidation repair device for simulating polluted underground water
CN204298838U (en) For long and narrow well-points dewatering structure of contaminated water and soil integration in-situ immobilization
CN204171077U (en) For the spray site well Precipitation Structure of contaminated water and soil integration in-situ immobilization
CN109485123B (en) Groundwater nitrate treatment system and construction method thereof

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170222