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CN107055809B - High-effect multi-angle well screen groundwater remediation equipment - Google Patents

High-effect multi-angle well screen groundwater remediation equipment Download PDF

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CN107055809B
CN107055809B CN201710030678.8A CN201710030678A CN107055809B CN 107055809 B CN107055809 B CN 107055809B CN 201710030678 A CN201710030678 A CN 201710030678A CN 107055809 B CN107055809 B CN 107055809B
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groundwater
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CN107055809A (en
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杨博名
陈敬远
郭育嘉
陈博明
洪万墩
黄庆连
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Formosa Plastics Corp
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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/34Biological treatment of water, waste water, or sewage characterised by the microorganisms used
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/28Treatment of water, waste water, or sewage by sorption
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/70Treatment of water, waste water, or sewage by reduction
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/72Treatment of water, waste water, or sewage by oxidation
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B3/00Methods or installations for obtaining or collecting drinking water or tap water
    • E03B3/06Methods or installations for obtaining or collecting drinking water or tap water from underground
    • E03B3/08Obtaining and confining water by means of wells
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2103/00Nature of the water, waste water, sewage or sludge to be treated
    • C02F2103/06Contaminated groundwater or leachate

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Abstract

本发明公开了一种高效能多角度井筛地下水整治设备,其包含移动式净水装置、抽取井管以及至少一根注入井管。抽取井管的第一管壁上具有多个第一井筛,每个第一井筛具有90度至360度的第一开筛角度。上述至少一根注入井管的第二管壁上具有多个第二井筛。每个第一井筛和每个第二井筛是相对设置,且每个第二井筛具有90度至270度的第二开筛角度。本发明的高效能多角度井筛地下水整治设备具有高机动性,可稳定地下水流动方向、局限地下水污染物范围以及提高抽取井管所抽取的地下水污染物比例,借以增加地下水的现地处理效率。

Figure 201710030678

The invention discloses a high-efficiency multi-angle well screen groundwater treatment equipment, which includes a mobile water purification device, an extraction well pipe and at least one injection well pipe. The first pipe wall of the extraction well pipe is provided with a plurality of first well screens, and each first well screen has a first screen opening angle of 90 degrees to 360 degrees. The at least one injection well pipe has a plurality of second well screens on the second pipe wall. Each first well screen and each second well screen are arranged oppositely, and each second well screen has a second opening angle of 90 degrees to 270 degrees. The high-efficiency multi-angle well screen groundwater treatment equipment of the present invention has high mobility, can stabilize the flow direction of groundwater, limit the range of groundwater pollutants, and increase the proportion of groundwater pollutants extracted by the extraction well pipe, thereby increasing the on-site treatment efficiency of groundwater.

Figure 201710030678

Description

高效能多角度井筛地下水整治设备High-efficiency multi-angle well screen groundwater remediation equipment

技术领域technical field

本发明是提供一种地下水整治设备,且特别是提供一种具有特定开筛角度之高效能多角度井筛地下水整治设备。The present invention provides a groundwater remediation equipment, and especially provides a high-efficiency multi-angle well screen groundwater remediation equipment with a specific opening angle.

背景技术Background technique

地下水因自然或人为活动引发质变,进而影响正常用途或危害人体健康及生活环境。人为活动产生的污染物,如工业及农业废水、工业生产、运送或贮存造成化学物质渗透至地下,都可能使地下水的品质改变,造成地下水污染。特别在石化业工厂、加油站等场所的周遭地层土壤或地下水中,通常会有汽、柴油或有机溶剂渗入其中,容易使土壤及地下水受到污染。Groundwater undergoes qualitative changes due to natural or human activities, which in turn affect normal uses or endanger human health and living environment. Pollutants generated by human activities, such as industrial and agricultural wastewater, chemical substances infiltrating into the ground caused by industrial production, transportation or storage, may change the quality of groundwater and cause groundwater pollution. Especially in the surrounding soil or groundwater of petrochemical factories, gas stations and other places, gasoline, diesel oil or organic solvents are usually infiltrated into it, which is easy to pollute the soil and groundwater.

地下水污染物种类包括无机物、有机物、微生物及放射性物质等。依其溶解于地下水的程度,可分为水相与非水相两大类。水相液体多为化学物质溶解于地下水中形成的溶液,并随着地下水的流动方向而传输。非水相液体简称称为NAPL(non-aqueous phaseliquid),大多为不会溶于水的有机化合物,其中比水轻的称为LNAPL(light NAPL),会聚集在地下水位面之上,并沿着地下水面传输。比水重的称为DNAPL(dense NAPL),会穿过地下水面,积聚在含水层底部,或下渗至更深的地层。The types of groundwater pollutants include inorganic substances, organic substances, microorganisms and radioactive substances. According to the degree of its dissolution in groundwater, it can be divided into two categories: water phase and non-aqueous phase. The aqueous liquid is mostly a solution formed by dissolving chemical substances in groundwater, and is transported along the flow direction of the groundwater. The non-aqueous phase liquid is called NAPL (non-aqueous phase liquid) for short, and most of them are organic compounds that are not soluble in water. Among them, the lighter than water is called LNAPL (light NAPL). groundwater transmission. Heavier than water, called DNAPL (dense NAPL), can pass through the groundwater surface, accumulate at the bottom of aquifers, or seep into deeper formations.

为解决上述污染物的问题,公知技术提出了一种地下水循环设备,其包含净水装置、抽取管和注入管。其中净水装置设有净水槽、净水桶和药水槽,通过抽取管抽取地下水后输入至净水槽中,再通过药水槽添加药水至净水槽中与地下水污染物反应,以形成净水。将净水输出至净水桶,并通过注入管排入地下水层中。上述注入管可包含多个具有不同深度出水端的内管以及分布于注入管的管壁上的多个井筛。通过上述不同深度出水端的内管及井筛,可将净水从不同深度的地下水层中排出,因此可形成三维的地下水流动方向,借此可有效局限地下水污染物的范围,进而提高地下水现地处理的效果。In order to solve the problem of the above-mentioned pollutants, the known technology proposes a groundwater circulation device, which includes a water purification device, an extraction pipe and an injection pipe. The water purification device is provided with a water purification tank, a water purification bucket and a medicine water tank. The groundwater is extracted through an extraction pipe and then input into the water purification tank. The clean water is output to the clean water bucket and discharged into the groundwater layer through the injection pipe. The above-mentioned injection pipe may include a plurality of inner pipes with water outlet ends of different depths and a plurality of well screens distributed on the pipe wall of the injection pipe. Through the above-mentioned inner pipes and well screens at the outlet ends of different depths, clean water can be discharged from the groundwater layers of different depths, so a three-dimensional groundwater flow direction can be formed, which can effectively limit the scope of groundwater pollutants, thereby improving the groundwater locality. processing effect.

然而,上述的地下水循环设备虽然可有效控制地下水的垂直流动方向,但由于抽取管和注入管的井筛皆是全开筛(即开筛角度为360度),仍无法有效局限地下水污染物的范围,因此造成抽取管所抽取到的污染物比例较低,因此地下水现地处理效率有限。However, although the above groundwater circulation equipment can effectively control the vertical flow direction of groundwater, because the well screens of the extraction pipe and injection pipe are all fully open screens (that is, the opening angle of the screen is 360 degrees), it is still unable to effectively limit the groundwater pollutants. Therefore, the proportion of pollutants extracted by the extraction pipe is low, so the efficiency of on-site groundwater treatment is limited.

因此,目前亟需提出一种地下水整治设备,其可通过调整抽取井管与注入井管的井筛的开筛角度以及其设置方式,以稳定地下水的流动方向、局限地下水污染物的范围以及增加抽取井管所抽取到的污染物比例。此外,上述地下水整治设备可具有高机动性以及在地下水整治设备外仍可持续进行地下水现地处理,以大幅提升地下水的整治(或称现地处理)效率。Therefore, there is an urgent need to propose a groundwater remediation equipment, which can stabilize the flow direction of groundwater, limit the scope of groundwater pollutants, and increase the The proportion of pollutants extracted by the extraction well pipe. In addition, the above groundwater remediation equipment can have high mobility and can continue to perform on-site groundwater treatment outside the groundwater remediation equipment, so as to greatly improve the efficiency of groundwater remediation (or on-site treatment).

发明内容SUMMARY OF THE INVENTION

因此,本发明的一目的在于提供一种高效能多角度井筛地下水整治设备,其主要可利用抽取井管与注入井管的井筛的特定的设置方式及开筛角度,来提升地下水的现地处理效率。Therefore, an object of the present invention is to provide a high-efficiency multi-angle well screen groundwater remediation equipment, which can mainly utilize the specific setting method and opening angle of the well screen for the extraction well pipe and the injection well pipe to improve the performance of groundwater. processing efficiency.

根据本发明的上述目的提出一种高效能多角度井筛地下水整治设备。在一实施例中,上述的高效能多角度井筛地下水整治设备包含移动式净水装置、抽取井管以及至少一根注入井管。上述的移动式净水装置包含缓冲槽、反应槽以及至少一个注入槽。缓冲槽包含缓冲槽体,其与第一管路连通且第一管路设有第一马达。反应槽是经由第二管路与缓冲槽体连通,且反应槽包含反应槽体,以容置第一可再利用型缓释试剂。上述至少一个注入槽可经由第三管路与反应槽体连通,其中每一个注入槽包含注入槽体,注入槽体可与第四管路连通,且第四管路可设有第二马达。上述的抽取井管是穿设于地表且经由第一管路与缓冲槽体连通,其中抽取井管的第一管壁上具有多个第一井筛,其与地表的最小距离为第一深度,第一管路于抽取井管内的一端为入水口,入水口与地表相距第二深度,且每一个第一井筛具有90度至360度的第一开筛角度。上述至少一根注入井管是穿设于地表,且经由第四管路与注入槽体连通,其中第四管路在注入井管的一端为出水口,注入井管与抽取井管相隔预设距离,每一个注入井管的第二管壁上具有多个第二井筛,第二井筛与地表的最小距离为第三深度。每一个第一井筛和每一个第二井筛是相对设置,且每一个第二井筛具有90度至270度的第二开筛角度。此外,以地表至地下水位线的距离为第四深度,第一深度、第二深度和第三深度分别大于第四深度。According to the above purpose of the present invention, a high-efficiency multi-angle well screen groundwater remediation equipment is proposed. In one embodiment, the above-mentioned high-efficiency multi-angle well screen groundwater remediation equipment includes a mobile water purification device, an extraction well pipe and at least one injection well pipe. The above-mentioned mobile water purification device includes a buffer tank, a reaction tank and at least one injection tank. The buffer tank includes a buffer tank body, which is communicated with the first pipeline and the first pipeline is provided with a first motor. The reaction tank is communicated with the buffer tank body through the second pipeline, and the reaction tank includes a reaction tank body for accommodating the first reusable slow-release reagent. The at least one injection tank can be communicated with the reaction tank body via a third pipeline, wherein each injection tank includes an injection tank body, the injection tank body can be communicated with a fourth pipeline, and the fourth pipeline can be provided with a second motor. The above-mentioned extraction well pipe is penetrated on the surface and communicated with the buffer tank body through a first pipeline, wherein a plurality of first well screens are arranged on the first pipe wall of the extraction well pipe, and the minimum distance from the surface of the extraction well pipe is the first depth , one end of the first pipeline in the extraction well pipe is a water inlet, the water inlet is separated from the surface by a second depth, and each first well screen has a first opening angle of 90 degrees to 360 degrees. The above-mentioned at least one injection well pipe is penetrated on the surface and communicated with the injection tank body through a fourth pipeline, wherein the fourth pipeline is a water outlet at one end of the injection well pipe, and the injection well pipe is separated from the extraction well pipe by a preset A plurality of second well screens are arranged on the second pipe wall of each injection well pipe, and the minimum distance between the second well screens and the surface is a third depth. Each of the first well screens and each of the second well screens are disposed opposite to each other, and each of the second well screens has a second opening angle of 90 degrees to 270 degrees. In addition, taking the distance from the surface to the water table as the fourth depth, the first depth, the second depth and the third depth are respectively greater than the fourth depth.

依据本发明的一实施例,上述的高效能多角度井筛地下水整治设备还包含移动装置,其中移动式净水装置可设于所述移动装置上。According to an embodiment of the present invention, the above-mentioned high-efficiency multi-angle well screen groundwater remediation equipment further includes a mobile device, wherein the mobile water purification device can be installed on the mobile device.

依据本发明的一实施例,前述抽取井管内可容置第二可再利用型缓释试剂,及/或前述至少一根注入井管内可容置第三可再利用型缓释试剂。According to an embodiment of the present invention, a second reusable slow-release agent can be accommodated in the extraction well pipe, and/or a third reusable slow-release agent can be accommodated in the at least one injection well pipe.

依据本发明的一实施例,第一可再利用型缓释试剂、第二可再利用型缓释试剂和第三可再利用型缓释试剂各自可为相同或不同。According to an embodiment of the present invention, each of the first reusable slow-release reagent, the second reusable slow-release reagent, and the third reusable slow-release reagent may be the same or different.

依据本发明的一实施例,第一可再利用型缓释试剂、第二可再利用型缓释试剂和第三可再利用型缓释试剂各自可包含多孔性载体和反应物。According to an embodiment of the present invention, each of the first reusable sustained-release agent, the second reusable sustained-release agent, and the third reusable sustained-release agent may include a porous carrier and a reactant.

依据本发明的一实施例,上述反应物可包含微生物菌及/或营养剂。According to an embodiment of the present invention, the above-mentioned reactants may include microorganisms and/or nutrients.

依据本发明的一实施例,上述反应物可包含吸附剂、氧化剂、还原剂、吸附剂与氧化剂之组合,或吸附剂与还原剂之组合。According to an embodiment of the present invention, the above-mentioned reactants may comprise an adsorbent, an oxidizing agent, a reducing agent, a combination of an adsorbent and an oxidizing agent, or a combination of an adsorbent and a reducing agent.

依据本发明的一实施例,前述预设距离可为3米至15米。According to an embodiment of the present invention, the predetermined distance may be 3 meters to 15 meters.

依据本发明的一实施例,抽取井管的总抽取量等于前述注入井管的总注入量。According to an embodiment of the present invention, the total extraction volume of the extraction well tube is equal to the total injection volume of the aforementioned injection well tube.

本发明的高效能多角度井筛地下水整治设备具有高机动性、在地下水整治设备外持续进行地下水现地处理、稳定地下水流动方向、局限地下水污染物范围以及增加抽取井管所抽取到的地下水污染物比例等优点。因此,应用本发明的高效能多角度井筛地下水整治设备可大幅提升地下水的整治效率。The high-efficiency multi-angle well screen groundwater remediation equipment of the present invention has high mobility, continuously performs groundwater on-site treatment outside the groundwater remediation equipment, stabilizes the groundwater flow direction, limits the range of groundwater pollutants, and increases the groundwater pollution extracted by the extraction well pipe. ratio, etc. Therefore, the application of the high-efficiency multi-angle well screen groundwater remediation equipment of the present invention can greatly improve the remediation efficiency of groundwater.

附图说明Description of drawings

从以下结合附图所做的详细描述,可对本发明的情况有更佳的了解。需注意的是,根据业界的标准实务,各特征并未依比例绘示。事实上,为了使讨论更为清楚,各特征的尺寸都可任意地增加或减少。A better understanding of the present invention can be obtained from the following detailed description in conjunction with the accompanying drawings. It should be noted that, according to standard practice in the industry, various features are not drawn to scale. In fact, the dimensions of the various features may be arbitrarily increased or decreased in order to clarify the discussion.

图1是绘示依据本发明的一实施例所述的高效能多角度井筛地下水整治装备的剖面图;1 is a cross-sectional view illustrating a groundwater remediation equipment for high-efficiency multi-angle well screens according to an embodiment of the present invention;

图2是绘示依据本发明的另一实施例所述的高效能多角度井筛地下水整治设备的部分俯视图;FIG. 2 is a partial top view illustrating a groundwater remediation equipment with high-efficiency multi-angle well screens according to another embodiment of the present invention;

图3是绘示本发明的又一实施例所述高效能多角度井筛地下水整治设备的部分俯视图;FIG. 3 is a partial top view showing the groundwater remediation equipment of the high-efficiency multi-angle well screen according to another embodiment of the present invention;

图4是绘示依据本发明再一实施例所述的高效能多角度井筛地下水整治设备的注入井管的剖面图。4 is a cross-sectional view illustrating the injection well pipe of the high-efficiency multi-angle well screen groundwater remediation equipment according to still another embodiment of the present invention.

具体实施方式Detailed ways

下面的公开内容提供了许多不同的实施例或例示,用于实现本发明的不同特征。部件和安排的具体实例描述如下,以简化本发明的公开内容。当然,这些是仅仅是例示并且不意在进行限制。例如,在接着的说明中叙述在第二特征上方或上形成第一特征可以包括在第一和第二特征形成直接接触的实施例,并且还可以包括附加特征可以形成第一特征的形成第一和第二特征之间的实施例,从而使得第一和第二特征可以不直接接触。此外,本公开可以在各种例示重复元件符号和/或字母。这种重复是为了简化和清楚的目的,并不在本身决定所讨论的各种实施例和/或配置之间的关系。The following disclosure provides many different embodiments or illustrations for implementing different features of the invention. Specific examples of components and arrangements are described below to simplify the present disclosure. Of course, these are merely examples and are not intended to be limiting. For example, embodiments described in the ensuing description where forming a first feature over or on a second feature may include forming direct contact between the first and second features, and may also include additional features that may form the first feature forming the first feature. and the second feature so that the first and second features may not be in direct contact. Additionally, the present disclosure may repeat reference numerals and/or letters in various instances. This repetition is for the purpose of simplicity and clarity and does not in itself determine the relationship between the various embodiments and/or configurations discussed.

此外,空间相对术语,如“之下”、“下方”、“低于”、“上方”、“高于”等,在本文中可以用于简单说明如图中所示元件或特征对另一元件(多个)或特征(多个特征)的关系。除了在附图中描述的位向,空间相对术语意欲包含元件使用或步骤时的不同位向。元件可以其他方式定位(旋转90度或者在其它方位),并且本文中所使用的相对的空间描述,同样可以相应地进行解释。In addition, spatially relative terms, such as "below," "below," "below," "above," "above," etc., may be used herein to simply describe the difference between an element or feature shown in the figures versus another A relationship of element(s) or feature(s). In addition to the orientations depicted in the figures, spatially relative terms are intended to encompass different orientations of elements in use or steps. Elements may be otherwise oriented (rotated 90 degrees or at other orientations) and relative spatial descriptions used herein interpreted accordingly.

本发明的一目的提供了一种高效能多角度井筛地下水整治设备,其是利用移动式净水装置将可再利用型缓释试剂添加至地下水中,配合抽取井管和至少一根注入井管的井筛的相对设置以及特定的开筛角度,以及调整抽取井管的总抽取量与至少一根注入井管的总注入量相等,可达到高机动性、在地下水整治设备外持续进行地下水的现地处理、可稳定地下水流动方向、局限地下水污染物范围以及增加抽取井管所抽取到的地下水污染物比例等优点,进而增加地下水现地处理的效率。One object of the present invention is to provide a high-efficiency multi-angle well screen groundwater remediation equipment, which uses a mobile water purification device to add a reusable slow-release reagent into groundwater, and cooperates with an extraction well pipe and at least one injection well The relative arrangement of the well screens of the tubes and the specific opening angle of the screen, and the adjustment of the total extraction volume of the extraction well tube to be equal to the total injection volume of at least one injection well tube, can achieve high mobility and continuous groundwater treatment outside the groundwater remediation equipment. It has the advantages of on-site treatment, stable groundwater flow direction, limited scope of groundwater pollutants, and increased proportion of groundwater pollutants extracted by the extraction well pipe, thereby increasing the efficiency of groundwater on-site treatment.

本发明此处所称的地下水是指未经过本发明的高效能多角度井筛地下水整治设备现地处理的地下水。而本发明此处所称的整治水则是经过本发明设备现地处理后的地下水。The groundwater referred to here in the present invention refers to the groundwater that has not been treated on site by the high-efficiency multi-angle well screen groundwater remediation equipment of the present invention. The remediation water referred to here in the present invention refers to groundwater that has been treated on-site by the equipment of the present invention.

本发明此处所称的高机动性是指本发明的移动式净水装置可承载于移动装置(如图1所示的移动装置105)上,因此可对不同地点的地下水进行现地处理。所述的移动装置可例如为台车或汽车等,然本发明不以此为限。The high mobility mentioned here in the present invention means that the mobile water purification device of the present invention can be carried on a mobile device (such as the mobile device 105 shown in FIG. 1 ), so that groundwater in different locations can be treated on site. The mobile device can be, for example, a trolley or a car, but the present invention is not limited thereto.

本发明此处所称的开筛角度是指在抽取井管或注入井管的管壁的圆周上,井筛所占据的弧度。The screen opening angle referred to here in the present invention refers to the arc occupied by the well screen on the circumference of the pipe wall of the extraction well pipe or the injection well pipe.

本发明此处所称的局限地下水污染物范围是指利用抽取井管和至少一根注入井管的井筛的设置方式和特定的开筛角度,以及抽取井管和至少一根注入井管相同的总抽取量和总注入量,使地下水具有规律的流动方向,进而可将地下水污染物局限于抽取井管附近,以提高抽取井管所抽取到的地下水污染物比例。The limited range of groundwater contaminants referred to here in the present invention refers to the setting method and specific opening angle of the well screen using the extraction well pipe and at least one injection well pipe, and the extraction well pipe and the at least one injection well pipe are the same The total extraction volume and total injection volume make the groundwater have a regular flow direction, and then the groundwater pollutants can be limited to the vicinity of the extraction well pipe, so as to increase the proportion of groundwater pollutants extracted by the extraction well pipe.

本发明此处所称的可再利用型缓释试剂包含多孔性载体和反应物。在一实施例中,多孔性载体可例如为陶瓷、水泥、石膏、石蜡或泥碳等,上述反应物可为微生物菌及/或营养剂。在另一实施例中,反应物可包含吸附剂、氧化剂、还原剂、吸附剂与氧化剂之组合,或吸附剂与还原剂之组合等。上述可再利用型缓释试剂可于反应物反应完毕后回收,并通过氧化还原反应恢复反应物的活性,故可重复利用。The reusable sustained-release agent referred to herein in the present invention comprises a porous carrier and a reactant. In one embodiment, the porous carrier may be, for example, ceramics, cement, gypsum, paraffin, or peat, and the above-mentioned reactants may be microorganisms and/or nutrients. In another embodiment, the reactants may comprise an adsorbent, an oxidizing agent, a reducing agent, a combination of an adsorbent and an oxidizing agent, or a combination of an adsorbent and a reducing agent, and the like. The above-mentioned reusable slow-release reagent can be recovered after the reaction of the reactants is completed, and the activity of the reactants can be recovered through redox reaction, so it can be reused.

在一例子中,上述微生物菌可例如为分解地下水污染物的降解菌,而上述营养剂可包含帮助降解菌繁殖或增加其降解效率的成分。具体来说,营养剂可包括但不限于含碳、氮及/或磷之化合物,例如:大豆油、蓖麻油酸、月桂酸、豆蔻酸、油酸、镁盐或磷酸盐等。In one example, the above-mentioned microbial bacteria may be, for example, degrading bacteria that decompose groundwater pollutants, and the above-mentioned nutrient may include components that help the degrading bacteria to multiply or increase their degradation efficiency. Specifically, nutritional agents may include, but are not limited to, compounds containing carbon, nitrogen and/or phosphorus, such as soybean oil, ricinoleic acid, lauric acid, myristic acid, oleic acid, magnesium salts or phosphates, and the like.

本发明此处所称的地下水整治是指使用上述的可再利用型缓释试剂与地下水污染物进行反应,进而清除地下水污染物。上述的反应可例如为降解菌分解地下水污染物的生物性反应。The groundwater remediation referred to here in the present invention refers to using the above-mentioned reusable slow-release reagent to react with groundwater pollutants, thereby removing groundwater pollutants. The above-mentioned reaction can be, for example, a biological reaction in which degrading bacteria decompose groundwater pollutants.

本发明此处所称的三维局限空间是指由地下水的垂直和水平流动方向所形成的空间。The three-dimensional confined space referred to herein in the present invention refers to the space formed by the vertical and horizontal flow directions of groundwater.

请参考图1,其是绘示依据本发明的一实施例所述的高效能多角度井筛地下水整治装备的剖面图。高效能多角度井筛地下水整治装备100包含移动式净水装置110、抽取井管150以及至少一根入井管160。上述的移动式净水装置110包含缓冲槽120、反应槽130以及至少一个注入槽140。Please refer to FIG. 1 , which is a cross-sectional view of a groundwater remediation equipment for high-efficiency multi-angle well screens according to an embodiment of the present invention. The high-efficiency multi-angle well screen groundwater remediation equipment 100 includes a mobile water purification device 110 , an extraction well pipe 150 and at least one well entry pipe 160 . The above-mentioned mobile water purification device 110 includes a buffer tank 120 , a reaction tank 130 and at least one injection tank 140 .

缓冲槽120包含缓冲槽体121,缓冲槽体121与第一管路111连通且第一管路111设有第一马达112。使用第一马达112从上述抽取井管150中抽取地下水,并将地下水容置于缓冲槽体121中。The buffer tank 120 includes a buffer tank body 121 , the buffer tank body 121 communicates with the first pipeline 111 and the first pipeline 111 is provided with a first motor 112 . Groundwater is extracted from the above-mentioned extraction well pipe 150 using the first motor 112 , and the groundwater is contained in the buffer tank body 121 .

反应槽130是经由第二管路113与缓冲槽体121连通,且反应槽130包含反应槽体131,以容置可再利用型缓释试剂133。The reaction tank 130 is communicated with the buffer tank body 121 via the second pipeline 113 , and the reaction tank 130 includes the reaction tank body 131 for accommodating the reusable slow-release reagent 133 .

上述至少一个注入槽140可经由第三管路115与反应槽体131连通,其中每一个注入槽140包含注入槽体141,注入槽体141可与第四管路117连通,且第四管路117可设有第二马达114。如图1所示,在此实施例中绘示二个注入槽140,然而于本技术领域一般技术人员应可了解,注入槽的数量可根据反应槽130的处理水量而增加或减少,具体来说,注入槽的数量可为1个、3个、4个或更多。The at least one injection tank 140 can be communicated with the reaction tank body 131 via the third pipeline 115, wherein each injection tank 140 includes an injection tank body 141, and the injection tank body 141 can be communicated with the fourth pipeline 117, and the fourth pipeline 117 may be provided with a second motor 114 . As shown in FIG. 1 , two injection tanks 140 are shown in this embodiment. However, those skilled in the art should understand that the number of injection tanks can be increased or decreased according to the amount of water treated by the reaction tank 130 . That said, the number of injection slots may be 1, 3, 4 or more.

上述的抽取井管150是穿设于地表101且经由第一管路111与缓冲槽体121连通,其中抽取井管150的第一管壁151上具有多个第一井筛153,其与地表101的最小距离为第一深度H1,第一管路111在抽取井管内的一端为入水口111A,且入水口111A与地表101相距第二深度H2。The above-mentioned extraction well pipe 150 is penetrated through the surface 101 and communicated with the buffer tank body 121 through the first pipeline 111, wherein the first pipe wall 151 of the extraction well pipe 150 has a plurality of first well screens 153, which are connected to the surface. The minimum distance of 101 is the first depth H1, one end of the first pipeline 111 in the extraction well pipe is the water inlet 111A, and the water inlet 111A is separated from the surface 101 by the second depth H2.

上述至少一根注入井管160是穿设于地表101,且经由第四管路117与注入槽体141连通,其中第四管路117在注入井管160的一端为出水口117A,注入井管160与抽取井管150相隔预设距离D,每一根注入井管160的第二管壁161上具有多个第二井筛163,第二井筛163与地表101的最小距离为第三深度H3。在一实施例中,上述预设距离D可为3米至15米。以地表101至地下水位线103的距离为第四深度H4,第一深度H1、第二深度H2和第三深度H3分别大于第四深度H4。此外,抽取井管150的总抽取量等于注入井管160的总注入量。The at least one injection well pipe 160 is penetrated through the surface 101 and communicated with the injection tank body 141 through a fourth pipeline 117, wherein the fourth pipeline 117 is a water outlet 117A at one end of the injection well pipe 160, and the injection well pipe The 160 is separated from the extraction well pipe 150 by a preset distance D, the second pipe wall 161 of each injection well pipe 160 has a plurality of second well screens 163, and the minimum distance between the second well screens 163 and the surface 101 is the third depth H3. In one embodiment, the predetermined distance D may be 3 meters to 15 meters. Taking the distance from the surface 101 to the groundwater level line 103 as the fourth depth H4, the first depth H1, the second depth H2 and the third depth H3 are respectively greater than the fourth depth H4. In addition, the total extraction volume of extraction well tubulars 150 is equal to the total injection volume of injection well tubulars 160 .

在一实施例中,当移动式净水装置110设于移动装置105上时,移动装置105中的第一管路111和第四管路117,与移动装置105外的第一管路111的第四管路117可分别使用第一转接环116和第二转接环118连接,以延伸第一管路111至抽取井管150中,并延伸第四管路117至注入井管160中。In one embodiment, when the mobile water purification device 110 is installed on the mobile device 105 , the first pipeline 111 and the fourth pipeline 117 in the mobile device 105 are connected to the first pipeline 111 outside the mobile device 105 . The fourth pipeline 117 can be connected using the first adapter ring 116 and the second adapter ring 118 respectively to extend the first pipeline 111 into the extraction well tubular 150 and extend the fourth pipeline 117 into the injection well tubular 160 .

在一实施例中,抽取井管150和注入井管160内部可容置可再利用型缓释试剂133,其中反应槽130、抽取井管150和注入井管160中的可再利用型缓释试剂133可为相同或不同,可再利用型缓释试剂133的具体组成已于前述内容说明,故此处不另赘述。在另一例子中,抽取井管150及/或注入井管160的内部未容置可再利用型缓释试剂133。In one embodiment, the inside of the extraction well tube 150 and the injection well tube 160 can accommodate the reusable slow-release reagent 133 , wherein the reusable slow-release reagent 133 in the reaction tank 130 , the extraction well tube 150 and the injection well tube 160 The reagents 133 may be the same or different, and the specific composition of the reusable sustained-release reagent 133 has been described in the foregoing content, so it will not be repeated here. In another example, the inside of the extraction well pipe 150 and/or the injection well pipe 160 does not contain the reusable slow-release agent 133 .

以下配合图1说明本发明的高效能多角度井筛地下水整治设备的运作方式。特别说明的是,使用本发明的高效能多角度井筛地下水整治设备前,可先在预定抽取地下水和注入整治水处,钻凿预定数量的地下水井,以利于后续抽取井管与注入井管的设置。钻凿地下水井的方法应为本技术领域一般技术人员熟知的技术,故此处不另赘述。The operation mode of the high-efficiency multi-angle well screen groundwater remediation equipment of the present invention will be described below with reference to FIG. 1 . In particular, before using the high-efficiency multi-angle well screen groundwater remediation equipment of the present invention, a predetermined number of groundwater wells can be drilled at the predetermined groundwater extraction and injection remediation locations, so as to facilitate the subsequent extraction of well pipes and injection of well pipes setting. The method of drilling a groundwater well should be a technique well known to those skilled in the art, so it will not be repeated here.

如图1所示,地下水是通过第一井筛153从抽取井管150中,利用第一马达112经第一管路111被抽取至缓冲槽体121中(如地下水流动方向107所示)。由于抽取井管150中容置有可再利用型缓释试剂133,部分的可再利用型缓释试剂133会随着地下水一起被抽取至缓冲槽体121中,因此地下水在缓冲槽体121中已经开始进行地下水整治。之后,经由第二管路113输送缓冲槽体121中的地下水(及部分的可再利用型缓释试剂133)至反应槽体131中,使地下水与反应槽体131中所容置的可再利用型缓释试剂133接触,以进行地下水整治,进而形成整治水。接着,将整治水输送至注入槽体141中,并利用第二马达114经由第四管路117将整治水注入至注入井管160中,且注入井管160中的整治水会通过第二井筛163流入地下水层中(如地下水流动方向109所示)。此外,注入井管160中也容置有可再利用型缓释试剂133,因此可再加强地下水现地处理的效果。再者,由于流入地下水层的整治水中仍含有可再利用型缓释试剂133,凭借所含的可再利用型缓释试剂133,整治水在回到地下水层后也可持续进行地下水现地处理,以清除地下水层中的污染物,进而可提高地下水的整治效率。As shown in FIG. 1 , groundwater is extracted from the extraction well pipe 150 through the first well screen 153 and extracted into the buffer tank 121 by the first motor 112 through the first pipeline 111 (as indicated by the groundwater flow direction 107 ). Since the reusable slow-release reagent 133 is accommodated in the extraction well pipe 150 , part of the reusable slow-release reagent 133 will be extracted into the buffer tank 121 together with the groundwater, so the groundwater is in the buffer tank 121 . Groundwater remediation has already begun. Afterwards, the groundwater (and part of the reusable slow-release reagent 133 ) in the buffer tank 121 is transported to the reaction tank 131 through the second pipeline 113 , so that the groundwater and the reusable water contained in the reaction tank 131 can be reused. The utilization-type slow-release reagent 133 is contacted to conduct groundwater remediation, thereby forming remediation water. Next, the remediation water is delivered to the injection tank 141, and the remediation water is injected into the injection well pipe 160 through the fourth pipeline 117 by the second motor 114, and the remediation water injected into the well pipe 160 will pass through the second well The screen 163 flows into the groundwater formation (as indicated by the groundwater flow direction 109). In addition, the reusable slow-release reagent 133 is also accommodated in the injection well pipe 160, so the effect of on-site treatment of groundwater can be further enhanced. Furthermore, since the remediation water flowing into the groundwater layer still contains the reusable slow-release reagent 133, with the reusable slow-release reagent 133 contained in the remediation water, the groundwater can be continuously treated on site after returning to the groundwater layer. , in order to remove pollutants in the groundwater layer, thereby improving the efficiency of groundwater remediation.

接下来,请参考图2,其是绘示本发明的另一实施例的高效能多角度井筛地下水整治设备200的部分俯视图。在图2中,为简化说明,仅绘示高效能多角度井筛地下水整治设备200的抽取井管250和注入井管260。在此实施例中,高效能多角度井筛地下水整治设备200包含一根抽取井管250和一根注入井管260。Next, please refer to FIG. 2 , which is a partial top view of a high-efficiency multi-angle well screen groundwater remediation apparatus 200 according to another embodiment of the present invention. In FIG. 2 , to simplify the description, only the extraction well pipe 250 and the injection well pipe 260 of the high-efficiency multi-angle well screen groundwater remediation equipment 200 are shown. In this embodiment, the high-efficiency multi-angle well screen groundwater remediation equipment 200 includes an extraction well pipe 250 and an injection well pipe 260 .

在图2中,分别以线段A-A’、线段B-B’、线段C-C’、线段D-D’、线段E-E’、线段F-F’以及线段G-G’,将代表抽取井管250和注入井管260的圆各自划分为八个虚拟部分,以详细说明后述第一井筛253和第二井筛263的特定开筛角度的作用。如图2所示,第一井筛253是设置于抽取井管250的第一管壁251上,第二井筛263是设置于注入井管260的第二管壁261上,且第一井筛253和第二井筛263相对设置。In Fig. 2, the line segment AA', line segment BB', line segment C-C', line segment D-D', line segment EE', line segment FF' and line segment G-G' are respectively used to The circles representing the extraction well pipe 250 and the injection well pipe 260 are each divided into eight imaginary parts to explain in detail the role of specific opening angles of the first well screen 253 and the second well screen 263 to be described later. As shown in FIG. 2 , the first well screen 253 is disposed on the first pipe wall 251 of the extraction well pipe 250 , the second well screen 263 is disposed on the second pipe wall 261 of the injection well pipe 260 , and the first well The screen 253 and the second well screen 263 are positioned opposite each other.

在此实施例中,如图2所示,第一井筛253是沿线段C-C’的端点C和线段D-D’的端点D所形成的圆弧而设置,以形成90度的开筛角度。第二井筛263是沿线段G-G’的端点G’和线段F-F’的端点F’所形成的圆弧而设置,以形成90度的开筛角度。然而,在其他实施例中,第一井筛253的开筛角度可为90度至360度之间的任意角度,而第二井筛263的开筛角度可为从线段F-F’的端点F’与线段G-G’的端点G’所形成90度的开筛角度,至从线段F-F’的端点F与线段G-G’的端点G所形成的270度的开筛角度(如图2的箭头271所示的范围)之间的任何角度。In this embodiment, as shown in FIG. 2, the first well screen 253 is disposed along the arc formed by the end point C of the line segment CC' and the end point D of the line segment DD', so as to form a 90-degree opening. Sieve angle. The second well screen 263 is arranged along the arc formed by the end point G' of the line segment G-G' and the end point F' of the line segment F-F' to form a screen opening angle of 90 degrees. However, in other embodiments, the opening angle of the first well screen 253 may be any angle between 90 degrees and 360 degrees, and the opening angle of the second well screen 263 may be from the end point of the line segment FF' The opening angle of 90 degrees formed by F' and the end point G' of the line segment GG', to the opening angle of 270 degrees formed by the end point F of the line segment FF' and the end point G of the line segment GG' ( range as indicated by arrow 271 in FIG. 2 ).

在另一例子中,第一井筛253的开筛角度可为360度,也就是第一井筛253系环绕抽取井管250的第一管壁251设置,而第二井筛263的开筛角度可维持90度。In another example, the opening angle of the first well screen 253 may be 360 degrees, that is, the first well screen 253 is arranged around the first pipe wall 251 of the extraction well pipe 250, and the opening screen of the second well screen 263 The angle can be maintained at 90 degrees.

如图2所示,本发明的高效能多角度井筛地下水整治设备200是同时经由抽取井管250抽取地下水以及经由注入井管260注入整治水,其中地下水是经由第一井筛253进入抽取井管250中,整治水是经由第二井筛263排放回地下水层中,且地下水的总抽取量与整治水的总注入量相等。在图2中,地下水的流动方向273被局限于第一井筛253和第二井筛263之间。As shown in FIG. 2 , the high-efficiency multi-angle well screen groundwater remediation equipment 200 of the present invention simultaneously extracts groundwater through the extraction well pipe 250 and injects remediation water through the injection well pipe 260 , wherein the groundwater enters the extraction well through the first well screen 253 In the pipe 250, the remediation water is discharged back into the groundwater layer via the second well screen 263, and the total amount of groundwater withdrawn is equal to the total injected amount of the remediation water. In FIG. 2 , the flow direction 273 of groundwater is limited between the first well screen 253 and the second well screen 263 .

因此,通过第一井筛253和第二井筛263相对设置的方式、特定开筛角度,以及同时抽取与注入等量的地下水和整治水,可使本发明的高效能多角度井筛地下水整治设备200具有稳定地下水流向,并局限地下水污染物范围的作用。此外,第一井筛253和第二井筛263的开筛角度越小,越能集中并稳定地下水的流动方向、减少地下水的扰动,因此可使抽取井管250抽取到更多的地下水污染物。Therefore, through the relative arrangement of the first well screen 253 and the second well screen 263, the specific opening angle of the screen, and the simultaneous extraction and injection of the same amount of groundwater and remediation water, the high-efficiency multi-angle well screen of the present invention can be used to remediate groundwater. The device 200 has the function of stabilizing the flow direction of groundwater and limiting the scope of groundwater pollutants. In addition, the smaller the opening angle of the first well screen 253 and the second well screen 263, the more concentrated and stable the groundwater flow direction can be, and the groundwater disturbance can be reduced, so that the extraction well pipe 250 can extract more groundwater pollutants .

接下来,请参考图3,其是绘示本发明的又一实施例所述高效能多角度井筛地下水整治设备300的部分俯视图。与图2相同,为简化说明此处仅绘示高效能多角度井筛地下水整治设备300的抽取井管350和多根注入井管360。如图3所示,高效能多角度井筛地下水整治设备300包含抽取井管350和四个注入井管(例如注入井管360A、注入井管360B、注入井管360C和注入井管360D),其中注入井管360A、注入井管360B、注入井管360C和注入井管360D系彼此等间距并与抽取井管350相隔固定的预设距离D而设置。在此实施例中,预设距离D为5米。在其他实施例中,预设距离D可介于3米至15米间的任意距离,注入井管360A、注入井管360B、注入井管360C和注入井管360各自可等间距或不等距设置,且注入井管的数量也可依据实际需求而调整。Next, please refer to FIG. 3 , which is a partial top view of the high-efficiency multi-angle well screen groundwater remediation equipment 300 according to another embodiment of the present invention. Same as FIG. 2 , only the extraction well pipe 350 and the plurality of injection well pipes 360 of the high-efficiency multi-angle well screen groundwater remediation equipment 300 are shown here to simplify the description. As shown in FIG. 3, the high-efficiency multi-angle well screen groundwater remediation equipment 300 includes an extraction well pipe 350 and four injection well pipes (eg, injection well pipe 360A, injection well pipe 360B, injection well pipe 360C and injection well pipe 360D), The injection well pipe 360A, the injection well pipe 360B, the injection well pipe 360C and the injection well pipe 360D are arranged at equal distances from each other and a fixed preset distance D from the extraction well pipe 350 . In this embodiment, the preset distance D is 5 meters. In other embodiments, the preset distance D may be any distance between 3 meters and 15 meters, and the injection well pipes 360A, 360B, 360C, and 360 may be equidistant or unequal. setting, and the number of injection well pipes can also be adjusted according to actual needs.

特别说明的是,若上述预设距离D小于3米,会因为第一井筛353和第二井筛(例如第二井筛363A、第二井筛363B、第二井筛363C以及第二井筛363D)过于接近,而使得地下水的抽取效率不佳,因此无法有效提高地下水的整治效率。另一方面,若上述预设距离D大于15米,由于第一井筛353和第二井筛(例如第二井筛363A、第二井筛363B、第二井筛363C以及第二井筛363D)过于远离,无法有效控制地下水的流动方向,因此无法达到局限地下水污染物范围的功效,故也无法提高地下水的整治效率。In particular, if the above-mentioned preset distance D is less than 3 meters, the first well screen 353 and the second well screen (for example, the second well screen 363A, the second well screen 363B, the second well screen 363C and the second well screen Screen 363D) is too close, resulting in poor groundwater extraction efficiency, so it cannot effectively improve groundwater remediation efficiency. On the other hand, if the above-mentioned preset distance D is greater than 15 meters, since the first well screen 353 and the second well screen (eg, the second well screen 363A, the second well screen 363B, the second well screen 363C and the second well screen 363D) ) is too far away to effectively control the flow direction of groundwater, so it cannot achieve the effect of limiting the scope of groundwater pollutants, so it cannot improve the efficiency of groundwater remediation.

在此实施例中,抽取井管350的第一井筛353系与注入井管360A、注入井管360B、注入井管360C和注入井管360D的第二井筛363A、第二井筛363B、第二井筛363C以及第二井筛363D分别相对设置。第一井筛353的开筛角度为360度,且第二井筛363A、第二井筛363B、第二井筛363C以及第二井筛363D的开筛角度各自为90度,其中开筛角度之定义悉如图2所示,此处不另说明。此外,如图3所绘示之抽取井管350的总抽取量,与注入井管360A、注入井管360B、注入井管360C和注入井管360D之总注入量相同。In this embodiment, the first well screen 353 of the extraction well pipe 350 is connected to the second well screen 363A, the second well screen 363B, the injection well pipe 360A, the injection well pipe 360B, the injection well pipe 360C and the injection well pipe 360D The second well screen 363C and the second well screen 363D are respectively disposed opposite to each other. The opening angle of the first well screen 353 is 360 degrees, and the opening angles of the second well screen 363A, the second well screen 363B, the second well screen 363C and the second well screen 363D are each 90 degrees, wherein the opening angle of the screen is 90 degrees. The definition is shown in Figure 2 and is not explained here. In addition, the total extraction volume of extraction well pipe 350 shown in FIG. 3 is the same as the total injection volume of injection well pipe 360A, injection well pipe 360B, injection well pipe 360C and injection well pipe 360D.

如图3所示,虽然抽取井管350之第一井筛353的开筛角度为360度,然由于抽取井管350的周围设置有注入井管360A、注入井管360B、注入井管360C和注入井管360D,共四根注入井管。因此对于个别的注入井管360A、注入井管360B、注入井管360C和注入井管360D的第二井筛363A、第二井筛363B、第二井筛363C以及第二井筛363D(开筛角度为90度)来说,第一井筛353的开筛角度可视为90度。也就是说,如图3的实施例的设置方式可将地下水的流动方向划分为四个区域(分别为区域a、区域b、区域c以及区域d),且其流动方向(例如流动方向373A、流动方向373B、流动方向373C和流动方向373D)皆被局限于第一井筛353和个别的第二井筛之间。因此,本实施例的高效能多角度井筛地下水整治设备300仍然可以达到稳定地下水流动方向,借以使抽取井管350抽取到较多地下水污染物。As shown in FIG. 3 , although the opening angle of the first well screen 353 of the extraction well pipe 350 is 360 degrees, since the extraction well pipe 350 is provided with the injection well pipe 360A, the injection well pipe 360B, the injection well pipe 360C and the Injection well pipe 360D, a total of four injection well pipes. Therefore for the individual injector well pipe 360A, injector well pipe 360B, injector well pipe 360C and injector well pipe 360D second well screen 363A, second well screen 363B, second well screen 363C and second well screen 363D (open screen angle is 90 degrees), the opening angle of the first well screen 353 can be regarded as 90 degrees. That is to say, the arrangement of the embodiment in FIG. 3 can divide the flow direction of groundwater into four regions (region a, region b, region c, and region d, respectively), and the flow directions (such as flow direction 373A, Flow direction 373B, flow direction 373C, and flow direction 373D) are all confined between the first well screen 353 and the respective second well screen. Therefore, the high-efficiency multi-angle well screen groundwater remediation equipment 300 in this embodiment can still achieve a stable groundwater flow direction, so that the extraction well pipe 350 can extract more groundwater pollutants.

上述图1至图3的高效能多角度井筛地下水整治设备是以移动式净水装置添加可再利用型缓释试剂至地下水中,并利用抽取井管和注入井管的设置方式、第一井筛和第二井筛的特定的设置方式及开筛角度,以及地下水的总抽取量与整治水的总注入量相等的特性,可达到高机动性、在地下水整治设备外持续进行地下水现地处理、稳定地下水的水平的流动方向,以减少地下水的扰动、局限地下水污染物范围,以及提高抽取井管所抽取到的地下水污染物比例等的功效,因此可大幅提高地下水的整治效率。The above-mentioned high-efficiency multi-angle well screen groundwater remediation equipment in Figures 1 to 3 is a mobile water purification device that adds reusable slow-release reagents to groundwater, and uses the extraction well pipe and the injection well pipe. The specific setting method and opening angle of the well screen and the second well screen, as well as the characteristics that the total amount of groundwater extraction is equal to the total injection amount of remediation water, can achieve high mobility and continuous groundwater spotting outside the groundwater remediation equipment. It can treat and stabilize the horizontal flow direction of groundwater to reduce the disturbance of groundwater, limit the scope of groundwater pollutants, and increase the proportion of groundwater pollutants extracted by the extraction well pipe, so it can greatly improve the efficiency of groundwater remediation.

接下来,请参考图4,其是绘示依据本发明又一实施例所述的高效能多角度井筛地下水整治设备400的注入井管460的剖面图。在图4中,注入井管460包含多个第四管路(第四管路417A、第四管路417B和第四管路417C)以及多个衬垫(衬垫470、衬垫480以及衬垫490),且衬垫470、衬垫480以及衬垫490是设置于注入井管460中,以将注入井管460分隔为空间470A、空间480A以及空间490A。此处所称的第四管路是与前述的第四管路117相同,其是与注入槽(未绘示)连通,以将整治水注入至注入井管460中。上述注入整治水的多个管路的出水口可设置于不同深度的地下水层。举例而言,第四管路417A、第四管路417B和第四管路417C分别具有出水口419A、出水口419B以及出水口419C,其中出水口419A位于空间470A中,出水口419B位于空间480A中,以及出水口419C位于空间490A中。此外,空间470A、空间480A以及空间490A的注入井管460的管壁461上包含至少一个井筛(例如井筛463A、井筛463B和井筛463C)。Next, please refer to FIG. 4 , which is a cross-sectional view of the injection well pipe 460 of the high-efficiency multi-angle well screen groundwater remediation equipment 400 according to another embodiment of the present invention. In FIG. 4, injection well tubing 460 includes a plurality of fourth lines (fourth line 417A, fourth line 417B, and fourth line 417C) and a plurality of liners (liner 470, liner 480, and liners pad 490), and the pad 470, the pad 480 and the pad 490 are disposed in the injection well pipe 460 to separate the injection well pipe 460 into a space 470A, a space 480A and a space 490A. The fourth pipeline referred to here is the same as the aforementioned fourth pipeline 117 , which is communicated with the injection tank (not shown), so as to inject the remediation water into the injection well pipe 460 . The water outlets of the above-mentioned multiple pipelines for injecting the remediation water can be arranged in groundwater layers of different depths. For example, the fourth pipeline 417A, the fourth pipeline 417B and the fourth pipeline 417C respectively have a water outlet 419A, a water outlet 419B and a water outlet 419C, wherein the water outlet 419A is located in the space 470A, and the water outlet 419B is located in the space 480A , and the water outlet 419C is located in the space 490A. In addition, at least one well screen (eg, well screen 463A, well screen 463B, and well screen 463C) is included on the pipe wall 461 of the injection well pipe 460 in space 470A, space 480A, and space 490A.

上述出水口还可配合不同深度的井筛,增加地下水垂直的流动方向,而使地下水污染物仅于三维局限空间中流动。举例而言,如图4所示,整治水可经由第四管路417A注入至空间470A中,并通过井筛463A排出注入井管460(如流动方向500所示);整治水也可经由第四管路417B注入至空间480A中,并通过井筛463B排出注入井管460(如流动方向510所示);或者,整治水还可经由第四管路417C注入至空间490A中,并通过井筛463C排出注入井管460。由于井筛463A、井筛463B和井筛463C分别位于注入井管460的不同高度的管壁上,因此所排出的整治水可分别位于不同深度的地下水层,进而提供了地下水垂直的流动方向。The above-mentioned water outlet can also be matched with well screens of different depths to increase the vertical flow direction of groundwater, so that groundwater pollutants only flow in a three-dimensional limited space. For example, as shown in FIG. 4, the remediation water can be injected into the space 470A through the fourth pipeline 417A, and discharged through the well screen 463A into the well tube 460 (as shown in the flow direction 500); the remediation water can also be injected through the fourth pipeline 463A. Fourth pipeline 417B is injected into space 480A and discharged through well screen 463B into well pipe 460 (as indicated by flow direction 510 ); alternatively, remediation water can also be injected into space 490A through fourth pipeline 417C and passed through the well Screen 463C exits injection well pipe 460 . Since the well screen 463A, the well screen 463B and the well screen 463C are respectively located on the pipe walls of the injection well pipe 460 at different heights, the discharged remediation water can be located in the groundwater layers at different depths, thereby providing a vertical flow direction of the groundwater.

配合如图1至图4的实施例,本发明的高效能多角度井筛地下水整治设备可控制地下水的三维(水平和垂直)流动方向,因此可将进一步局限地下水污染物于三维局限空间中,以更提高地下水的现地处理效率。With the embodiment shown in Figures 1 to 4, the high-efficiency multi-angle well screen groundwater remediation equipment of the present invention can control the three-dimensional (horizontal and vertical) flow direction of groundwater, so it can further confine groundwater pollutants in the three-dimensional confined space, In order to improve the efficiency of on-site treatment of groundwater.

以下利用多个实施例说明本发明的高效能多角度井筛地下水整治设备的实际应用效果。The practical application effect of the high-efficiency multi-angle well screen groundwater remediation equipment of the present invention is described below by using several embodiments.

抽取井管与注入井管的距离The distance between the extraction well pipe and the injection well pipe

为测量本发明的抽取井管与注入井管适当的设置距离(即前述的预设距离D),本发明以注入井管为中心,分别在其二侧不同距离设置多根抽取井管,并于注入井管中添加浓度为3wt.%的过氧化氢(H2O2)作为追踪物质。根据下表1,在距离注入井管3米至15米的抽取井管,皆可测量到浓度至少7mg/L的过氧化氢,显示本发明的抽取井管与注入井管在相距3米至15米的距离内,可有效局限过氧化氢的流动范围。因此,后述实施例是以上述范围的距离设置抽取井管与注入井管。In order to measure the appropriate setting distance between the extraction well pipe of the present invention and the injection well pipe (ie, the aforementioned preset distance D), the present invention takes the injection well pipe as the center, and sets a plurality of extraction well pipes at different distances on both sides of the extraction well pipe respectively. Hydrogen peroxide (H2O2) with a concentration of 3 wt.% was added as a tracer substance in the injection well pipe. According to Table 1 below, in the extraction well pipe from 3 meters to 15 meters from the injection well pipe, hydrogen peroxide with a concentration of at least 7 mg/L can be measured. Within a distance of 15 meters, the flow range of hydrogen peroxide can be effectively limited. Therefore, in the embodiments to be described later, the extraction well pipe and the injection well pipe are installed at the distance within the above-mentioned range.

Figure GDA0002428795390000121
Figure GDA0002428795390000121

开筛角度对抽取的地下水污染物比例的影响Effect of screen opening angle on the proportion of groundwater pollutants extracted

实施例1Example 1

实施例1是使用如图1所示的高效能多角度井筛地下水整治设备100的等倍(100倍)缩小模型,以进行地下水的现地处理的模拟,其中地下水含有溴化钠做为追踪物质,其起始浓度为3重量%。根据所抽取的地下水中的溴化钠浓度与其起始浓度的比例,可得知地下水污染物的抽取比例,而具体的开筛角度、注入井管的数量以及评价结果详列于表2,此处不另赘述。Example 1 is to use an equal (100 times) scaled model of the high-efficiency multi-angle well screen groundwater remediation equipment 100 as shown in FIG. 1 to simulate the on-site treatment of groundwater, wherein the groundwater contains sodium bromide as a tracer substance in an initial concentration of 3% by weight. According to the ratio of the sodium bromide concentration in the extracted groundwater to its initial concentration, the extraction ratio of groundwater pollutants can be known. The specific opening angle, the number of injection well pipes and the evaluation results are listed in Table 2. No further details are given here.

实施例2至3和比较例1至2Examples 2 to 3 and Comparative Examples 1 to 2

实施例2至3和比较例1至2是使用与实施例1相同的高效能多角度井筛地下水整治设备100进行,惟实施例2至3和比较例1至2是改变注入井管的开筛角度,其具体的设备参数以及评价结果列于表2。Examples 2 to 3 and Comparative Examples 1 to 2 were carried out using the same high-efficiency multi-angle well screen groundwater remediation equipment 100 as Example 1, but Examples 2 to 3 and Comparative Examples 1 to 2 changed the opening of the injection well pipe. The sieve angle, its specific equipment parameters and evaluation results are listed in Table 2.

表2Table 2

Figure GDA0002428795390000131
Figure GDA0002428795390000131

评价方式Evaluation method

地下水污染物比例The proportion of groundwater pollutants

本发明此处所称的地下水污染物比例是指抽取井管所抽取的地下水中污染物所占有的比例,其是于地下水中加入起始浓度为3重量%的溴化钠,并根据所抽取的地下水中所含的溴离子浓度,相对于其起始浓度的比例,以判定所抽取的地下水污染物的比例。上述溴离子浓度是以溴离子电极(型号:STARA324;厂牌﹔Thermo ORINO)量测。在此评价方式中,抽取井管可抽取到的地下水污染物比例越高,越能有效地进行地下水整治,因此地下水污染物比例越高越佳。The groundwater pollutant ratio referred to here in the present invention refers to the proportion of pollutants in the groundwater extracted by the extraction well pipe, which is sodium bromide with an initial concentration of 3% by weight added to the groundwater, and according to the extracted The ratio of the concentration of bromide ions contained in groundwater relative to its initial concentration to determine the proportion of groundwater contaminants extracted. The above bromide ion concentration was measured with a bromide ion electrode (model: STARA324; brand; Thermo ORINO). In this evaluation method, the higher the proportion of groundwater pollutants that can be extracted by the extraction well pipe, the more effective groundwater remediation can be. Therefore, the higher the proportion of groundwater pollutants, the better.

根据表2的评价结果可知,实施例1至3利用抽取井管和注入井管的井筛的特定设置方式以及开筛角度,可使抽取井管抽取到较高的地下水污染物比例。另一方面,根据本发明的实施例也可得知,抽取井管和注入井管的开筛角度越小,越容易得到较高的地下水污染物比例。From the evaluation results in Table 2, it can be seen that in Examples 1 to 3, the extraction well pipe can extract a higher proportion of groundwater pollutants by using the specific arrangement of the well screen and the opening angle of the extraction well pipe and the injection well pipe. On the other hand, according to the embodiment of the present invention, it can also be known that the smaller the opening angle of the extraction well pipe and the injection well pipe is, the easier it is to obtain a higher proportion of groundwater pollutants.

然而,根据表2的比较例1和2可知,若注入井管的开筛角度大于270度时,抽取井管可抽取到的污染物比例变低,因此会影响地下水的整治效率。However, according to Comparative Examples 1 and 2 in Table 2, if the opening angle of the injection well pipe is greater than 270 degrees, the proportion of pollutants that can be extracted by the extraction well pipe becomes lower, which will affect the remediation efficiency of groundwater.

应用本发明的高效能多角度井筛地下水整治设备,使用可再利用型缓释试剂处理地下水污染物,并可通过移动式净水装置提高地下水整治设备的机动性。此外,也可通过特定的抽取井管和至少一个注入井管的设置方式、第一井筛和第二井筛的相对设置、第一井筛和第二井筛特定的开筛角度以及同时抽取和注入相同的地下水量,以达到稳定地下水流动方向、局限地下水污染物范围、提高抽取井管抽取到的地下水污染物比例以及在地下水整治设备外持续进行地下水现地处理,进而可增加地下水的整治效率。By applying the high-efficiency multi-angle well screen groundwater remediation equipment of the present invention, reusable slow-release reagents are used to treat groundwater pollutants, and the mobility of the groundwater remediation equipment can be improved through the mobile water purification device. In addition, the specific arrangement of the extraction well pipe and the at least one injection well pipe, the relative arrangement of the first well screen and the second well screen, the specific opening angle of the first well screen and the second well screen, and the simultaneous extraction are also possible. The same amount of groundwater as injected can be used to stabilize the flow direction of groundwater, limit the scope of groundwater pollutants, increase the proportion of groundwater pollutants extracted by the extraction well pipe, and continue to conduct groundwater on-site treatment outside groundwater remediation equipment, thereby increasing groundwater remediation. efficiency.

前述内容概述多个实施例的特征,以使于本技术领域一般技术人员可进一步了解本发明的具体实施情况。本技术领域一般技术人员应可轻易利用本发明作为基础,设计或润饰其他工艺及结构,借以执行此处所描述的实施例的相同的目的及/或达到相同的优点。本技术领域一般技术人员也应可了解,上述相等的结构并未脱离本发明的精神和范围,且在不脱离本发明的精神及范围下,其可经润饰、取代或替换。The foregoing summarizes the features of various embodiments so that those skilled in the art may further understand the specific implementation of the invention. Those of ordinary skill in the art will readily be able to use the present disclosure as a basis for designing or modifying other processes and structures for carrying out the same purposes and/or achieving the same advantages of the embodiments described herein. It should also be understood by those of ordinary skill in the art that the above-described equivalent structures do not depart from the spirit and scope of the present invention, and that they may be modified, substituted, or substituted without departing from the spirit and scope of the present invention.

Claims (9)

1. The utility model provides a high-effect multi-angle well screen groundwater remediation equipment which characterized in that contains:
portable purifier contains:
the buffer tank comprises a buffer tank body, wherein the buffer tank body is communicated with a first pipeline, and the first pipeline is provided with a first motor;
the reaction tank is communicated with the buffer tank body through a second pipeline, wherein the reaction tank comprises a reaction tank body for accommodating a first reusable slow-release reagent; and
at least one injection groove communicated with the reaction groove body through a third pipeline, wherein each injection groove comprises an injection groove body which is communicated with a fourth pipeline, and the fourth pipeline is provided with a second motor;
the extraction well pipe penetrates through the ground surface and is communicated with the buffer groove body through the first pipeline, wherein a plurality of first well screens are arranged on a first pipe wall of the extraction well pipe, the minimum distance between the first well screens and the ground surface is a first depth, one end of the first pipeline in the extraction well pipe is a water inlet, the water inlet is spaced from the ground surface by a second depth, and each first well screen has a first screen opening angle of 90-360 degrees;
at least one injection well pipe penetrating the earth's surface and communicating with the injection trough body through the fourth pipe, wherein one end of the fourth pipe in the at least one injection well pipe is a water outlet, the at least one injection well pipe is separated from the extraction well pipe by a preset distance, a plurality of second well screens are arranged on the second pipe wall of each of the at least one injection well pipe, the minimum distance between the plurality of second well screens and the earth's surface is a third depth, each of the first well screens and each of the second well screens are arranged oppositely, and each of the second well screens has a second screening angle of 90-270 degrees, and
and taking the distance from the earth surface to the underground water line as a fourth depth, wherein the first depth, the second depth and the third depth are respectively greater than the fourth depth.
2. The high-efficiency multi-angle well screen groundwater remediation apparatus of claim 1, further comprising a moving device, wherein the mobile water purification device is disposed on the moving device.
3. The high efficiency multi-angle well screen groundwater remediation apparatus of claim 1 wherein the extraction well pipe houses a second reusable slow release agent and/or the at least one injection well pipe houses a third reusable slow release agent.
4. The high efficiency multi-angle well screen groundwater remediation apparatus of claim 3, wherein the first reusable slow release reagent, the second reusable slow release reagent, and the third reusable slow release reagent are each the same or different.
5. The high efficiency multi-angle well screen groundwater remediation device of claim 3, wherein the first reusable slow release reagent, the second reusable slow release reagent, and the third reusable slow release reagent each comprise a porous carrier and a reactant.
6. The high efficiency multi-angle well screen groundwater remediation device of claim 5, wherein the reactant comprises a microorganism and/or a nutrient.
7. The high efficiency multi-angle well screen groundwater remediation apparatus of claim 6, wherein the reactant comprises an adsorbent, an oxidizing agent, a reducing agent, a combination of the adsorbent and the oxidizing agent, or a combination of the adsorbent and the reducing agent.
8. The high efficiency multi-angle well screen groundwater remediation apparatus of claim 1, wherein the predetermined distance is from 3 meters to 15 meters.
9. The high efficiency multi-angle well screen groundwater remediation device of claim 1, wherein the total extraction volume of the extraction wells is equal to the sum of the injection volume of each of the at least one injection well pipes.
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