CN118255403A - Groundwater single-hole multi-layer extraction treatment repair equipment and method - Google Patents
Groundwater single-hole multi-layer extraction treatment repair equipment and method Download PDFInfo
- Publication number
- CN118255403A CN118255403A CN202410281865.3A CN202410281865A CN118255403A CN 118255403 A CN118255403 A CN 118255403A CN 202410281865 A CN202410281865 A CN 202410281865A CN 118255403 A CN118255403 A CN 118255403A
- Authority
- CN
- China
- Prior art keywords
- pumping
- sewage
- water
- groundwater
- treatment
- 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.)
- Granted
Links
Classifications
-
- 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
-
- 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
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
-
- 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
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/002—Construction details of the apparatus
-
- 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
-
- 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
- C02F2209/06—Controlling or monitoring parameters in water treatment pH
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Sewage (AREA)
Abstract
Description
技术领域Technical Field
本发明属于地下水处理技术领域,尤其涉及一种地下水单孔多层位抽出处理修复设备及方法。The present invention belongs to the technical field of groundwater treatment, and in particular relates to a groundwater single-hole multi-layer extraction treatment and repair device and method.
背景技术Background technique
地下水,是指储存于地面以下岩石空隙中的水,狭义上是指地下水面以下饱和含水层中的水。在国家标准《水文地质术语》(GB/T14157-93)中,地下水是指埋藏在地表以下各种形式的重力水。Groundwater refers to water stored in the rock voids below the ground. In a narrow sense, it refers to water in saturated aquifers below the groundwater surface. In the national standard "Hydrogeological Terminology" (GB/T14157-93), groundwater refers to various forms of gravity water buried below the surface.
目前,在一些地区的地下水因不同环境和地质的影响受到一定的污染,导致含有油、菌类、无机污染物和有机污染物的水会渗入到地下的地下水中,造成地下水污染,致使现有地下水不宜直接当作生活用水,因此需要将地下水抽出进行净化处理,但是现有技术大多数为重金属污染处理或抽除处理,很少有针对有机污染的原位处理,导致水处理不彻底,公众使用地下水存在一定的安全隐患。At present, groundwater in some areas is polluted to a certain extent due to different environmental and geological influences, resulting in water containing oil, fungi, inorganic pollutants and organic pollutants seeping into the underground groundwater, causing groundwater pollution. As a result, the existing groundwater is not suitable for direct domestic use. Therefore, the groundwater needs to be pumped out for purification. However, most of the existing technologies are heavy metal pollution treatment or extraction treatment, and there are few in-situ treatments for organic pollution, resulting in incomplete water treatment and certain safety hazards for the public to use groundwater.
而且地下水不同含水层中的污染物种类不同,有的含水层受到菌类的污染,有的含水层受到油类的污染,有的含水层受到无机物或者有机物的污染,现有的原位处理技术是打一口井,将各个含水层的水混在一起抽上来,再进行修复处理,这种方式会造成药剂的浪费,也会影响药剂的处理效果,因为如果有的含水层没有受到污染,这样干净水和被污染的隔水层的水混合在一起会增大处理污水的量,所以会造成药剂的浪费;由于各个含水层的污染物种类不一样,各个含水层的污水混合在一起后,其中的其余污染物会对特定污染物使用的药剂产生作用,所以会影响药剂的使用效果。Moreover, the types of pollutants in different aquifers of groundwater are different. Some aquifers are polluted by fungi, some are polluted by oil, and some are polluted by inorganic or organic matter. The existing in-situ treatment technology is to dig a well, mix the water from each aquifer together, pump it up, and then carry out repair treatment. This method will cause waste of chemicals and affect the treatment effect of the chemicals. Because if some aquifers are not polluted, the mixing of clean water and water from the polluted aquiclude will increase the amount of sewage to be treated, so it will cause waste of chemicals; since the types of pollutants in each aquifer are different, after the sewage from each aquifer is mixed together, the remaining pollutants will act on the chemicals used for specific pollutants, so it will affect the effectiveness of the chemicals.
现有技术中,为解决这一问题,对应每一个含水层打一口井,这种方式虽然避免了药剂的浪费和对药剂处理效果的影响,但是增大了打井的成本。In the prior art, in order to solve this problem, a well is drilled for each aquifer. Although this method avoids the waste of chemicals and the impact on the treatment effect of chemicals, it increases the cost of drilling wells.
发明内容Summary of the invention
针对上述现有技术中存在的问题,本发明提供了一种地下水单孔多层位抽出处理修复设备及方法,本发明要解决的技术问题是针对各个含水层的污染物种类,进行差别化处理,同时不增加打井的成本。In view of the problems existing in the above-mentioned prior art, the present invention provides a groundwater single-hole multi-layer extraction, treatment and repair equipment and method. The technical problem to be solved by the present invention is to carry out differentiated treatment for the types of pollutants in each aquifer without increasing the cost of drilling wells.
为解决上述技术问题,本发明提供了一种地下水单孔多层位抽出处理修复设备,包括套筒组件、抽水管件、抽水泵和污水修复系统;In order to solve the above technical problems, the present invention provides a groundwater single-hole multi-layer extraction treatment and repair equipment, including a sleeve assembly, a water pumping pipe, a water pump and a sewage repair system;
套筒组件设置在井道中,套筒组件包括多个套筒,多个套筒层层嵌套,套筒数量与预计修复的含水层的层数相同,每个套筒嵌入井道的深度与其对应抽取的含水层的深度相等;抽水管件从套筒的内部穿过,并与多个套筒的底部密封连接,多个套筒形成互相独立的抽水空间,套筒上开设有供水流进各个抽水空间内部的孔洞;抽水管件内部设置有多个与各个抽水空间对应的抽水室,抽水室上方连接抽水泵,抽水泵的出水口与污水修复系统连接,抽水泵将抽水室的水抽到污水修复系统中;The sleeve assembly is arranged in the well, and the sleeve assembly includes a plurality of sleeves, and the plurality of sleeves are nested in layers, and the number of sleeves is the same as the number of layers of the aquifer to be repaired, and the depth of each sleeve embedded in the well is equal to the depth of the corresponding aquifer to be extracted; the pumping pipe passes through the inside of the sleeve and is sealed and connected to the bottom of the plurality of sleeves, and the plurality of sleeves form mutually independent pumping spaces, and holes are provided on the sleeves for water to flow into each pumping space; a plurality of pumping chambers corresponding to each pumping space are arranged inside the pumping pipe, and a pumping pump is connected above the pumping chamber, and the water outlet of the pumping pump is connected to the sewage repair system, and the pumping pump pumps water from the pumping chamber into the sewage repair system;
污水修复系统包括污水监测单元、控制单元和污水处理单元;污水监测单元和污水处理单元均与抽水泵的出口连接,污水监测单元和控制单元电连接,抽水泵与控制单元电连接。The sewage remediation system includes a sewage monitoring unit, a control unit and a sewage treatment unit; the sewage monitoring unit and the sewage treatment unit are both connected to the outlet of the water pump, the sewage monitoring unit and the control unit are electrically connected, and the water pump and the control unit are electrically connected.
进一步的,抽水管件的内部设置有隔板,多个隔板将抽水管件的内部分隔成多个沿轴向设置的抽水室。Furthermore, a partition is arranged inside the water pumping pipe member, and the plurality of partitions divide the interior of the water pumping pipe member into a plurality of water pumping chambers arranged along the axial direction.
进一步的,抽水室内部设置有多个挡板,挡板的深度按照各个含水层的深度进行设置,挡板垂直于轴线设置。Furthermore, a plurality of baffles are arranged inside the pumping chamber, the depth of the baffles is set according to the depth of each aquifer, and the baffles are arranged perpendicular to the axis.
进一步的,挡板的上方开设有过水孔。Furthermore, a water hole is provided above the baffle.
进一步的,最下层的挡板上开设有通孔,其余挡板上方开设有过水孔。Furthermore, a through hole is provided on the bottom baffle plate, and water holes are provided above the other baffle plates.
进一步的,设置在最外侧的套筒对应最下层的含水层,设置在次外层的套筒对应第二深的含水层,以此类推。Furthermore, the outermost sleeve corresponds to the lowest aquifer, the second outermost sleeve corresponds to the second deepest aquifer, and so on.
进一步的,各个套筒之间通过螺纹连接。Furthermore, each sleeve is connected by threads.
进一步的,多套筒的底部通过密封圈与抽水管件的外壁连接。Furthermore, the bottom of the multi-sleeve is connected to the outer wall of the water pumping pipe through a sealing ring.
本发明提供了一种地下水单孔多层位抽出处理修复方法,利用上述的地下水单孔多层位抽出处理修复设备,包括以下步骤:The present invention provides a method for extracting, treating and repairing groundwater from a single hole and multiple layers, using the above-mentioned groundwater extracting, treating and repairing equipment from a single hole and multiple layers, comprising the following steps:
步骤S1:启动各个抽水室上方的抽水泵;Step S1: Start the water pumps above each pumping chamber;
步骤S2:各个含水层的水通过相对应的抽水室被抽到污水监测单元进行检测;Step S2: water from each aquifer is pumped through the corresponding pumping chamber to the sewage monitoring unit for detection;
步骤S3:污水监测单元对各个含水层的酸碱度、污染物种类、微生物种类和浓度进行检测;Step S3: The sewage monitoring unit detects the pH, pollutant types, microbial types and concentrations of each aquifer;
步骤S4:污水监测单元将检测结果信息传输到控制系统;Step S4: The sewage monitoring unit transmits the detection result information to the control system;
步骤S5:控制系统根据检测结果信息,判断出各个含水层污水单独进行修复处理的成本和将某些特定的含水层污水混合后进行处理的成本,选择成本最低的污水处理方案;Step S5: The control system determines the cost of repairing and treating the sewage from each aquifer separately and the cost of treating the sewage from certain specific aquifers after mixing them according to the detection result information, and selects the sewage treatment plan with the lowest cost;
步骤S6:根据选择的污水处理方案,控制系统控制抽水泵将对应抽水室的污水泵入污水处理单元。Step S6: According to the selected sewage treatment scheme, the control system controls the pump to pump the sewage in the corresponding pumping chamber into the sewage treatment unit.
进一步的,所述步骤S5中,成本包括药剂成本、电力成本和耗材成本。Furthermore, in step S5, the cost includes drug cost, electricity cost and consumables cost.
本发明一种地下水单孔多层位抽出处理修复设备,通过设置套筒组件,各个套筒层层内嵌,每个套筒对应不同深度的含水层,形成独立的抽水空间,使各个含水层的水不会混为一体;通过设置抽水管件,抽水管件内部设置互相独立的抽水室,利用在抽水室设置不同高度的挡板,使抽水室能够对应不同深度含水层,利用抽水泵能够将不同含水层的污水单独抽出,进行修复处理,实现各个含水层的差别化处理,同时不增加打井的成本。The present invention discloses a single-hole, multi-layer extraction, treatment and repair device for groundwater. By arranging a sleeve assembly, each sleeve is embedded in layers, and each sleeve corresponds to an aquifer of different depths, so as to form an independent pumping space, so that water from each aquifer will not be mixed together; by arranging pumping pipes, independent pumping chambers are arranged inside the pumping pipes, and baffles of different heights are arranged in the pumping chambers, so that the pumping chambers can correspond to aquifers of different depths, and sewage from different aquifers can be separately pumped out by using a pumping pump for repair treatment, thereby realizing differentiated treatment of each aquifer without increasing the cost of drilling wells.
本发明一种地下水单孔多层位抽出处理修复方法,污水监测单元对各个含水层的酸碱度、污染物种类和浓度进行检测;污水监测单元将检测结果信息传输到控制系统;控制系统根据检测结果信息,判断出各个含水层污水单独进行修复处理的成本和将某些特定的含水层污水混合后进行处理的成本,选择成本最低的污水处理方案;根据选择的污水处理方案,控制系统控制抽水泵将对应抽水室的污水泵入污水处理单元。能够充分利用不同含水层的污染物种类不同、酸碱度不同、微生物种类不同和浓度的不同,判断是否能够含水层之间互相利用,达到节省成本的目的。The present invention provides a method for extracting and treating groundwater from a single hole and multiple layers. The sewage monitoring unit detects the pH value, pollutant types and concentration of each aquifer; the sewage monitoring unit transmits the detection result information to the control system; the control system determines the cost of repairing and treating the sewage from each aquifer separately and the cost of treating the sewage from certain specific aquifers after mixing them according to the detection result information, and selects the sewage treatment plan with the lowest cost; according to the selected sewage treatment plan, the control system controls the pumping pump to pump the sewage from the corresponding pumping chamber into the sewage treatment unit. It can make full use of the different types of pollutants, pH values, microorganisms and concentrations of different aquifers, and determine whether the aquifers can be used for each other, so as to achieve the purpose of saving costs.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1是本发明一种地下水单孔多层位抽出处理修复设备的结构示意图。FIG1 is a schematic structural diagram of a groundwater single-hole multi-layer extraction treatment and repair device according to the present invention.
图2是本发明一种地下水单孔多层位抽出处理修复设备的抽水管件示意图一。FIG. 2 is a schematic diagram of a pumping pipe of a groundwater single-hole multi-layer extraction treatment and repair device according to the present invention.
图3是本发明一种地下水单孔多层位抽出处理修复设备的抽水管件示意图二。FIG. 3 is a second schematic diagram of a pumping pipe of a groundwater single-hole multi-layer extraction treatment and repair device according to the present invention.
附图标记:Reference numerals:
10-第一套筒;20-第二套筒;30-第三套筒;40-抽水管件;50-第一抽水泵;60-第二抽水泵;70-第三抽水泵;80-污水修复系统;90-密封圈;100-抽水空间;11-滤水孔;21-第一抽水孔;31-第二抽水孔;41-第一抽水室;42-第二抽水室;43-第三抽水室;44-隔板;45-第一挡板;46-第二挡板;47-过水孔;48-通孔;49-第三挡板。10-first sleeve; 20-second sleeve; 30-third sleeve; 40-pumping pipe; 50-first pumping pump; 60-second pumping pump; 70-third pumping pump; 80-sewage repair system; 90-sealing ring; 100-pumping space; 11-filter hole; 21-first pumping hole; 31-second pumping hole; 41-first pumping chamber; 42-second pumping chamber; 43-third pumping chamber; 44-partition; 45-first baffle; 46-second baffle; 47-water hole; 48-through hole; 49-third baffle.
具体实施方式Detailed ways
为使本发明实施方式的目的、技术方案和优点更加清楚,下面将结合本发明实施方式中的附图,对本发明实施方式中的技术方案进行清楚、完整地描述,显然,所描述的实施方式是本发明一部分实施方式,而不是全部的实施方式。基于本发明中的实施方式,本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其他实施方式,都属于本发明保护的范围。In order to make the purpose, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.
因此,以下对在附图中提供的本发明的实施方式的详细描述并非旨在限制要求保护的本发明的范围,而是仅仅表示本发明的选定实施方式。基于本发明中的实施方式,本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其他实施方式,都属于本发明保护的范围。Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the invention claimed for protection, but merely represents selected embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.
应注意到:相似的标号和字母在下面的附图中表示类似项,因此,一旦某一项在一个附图中被定义,则在随后的附图中不需要对其进行进一步定义和解释。It should be noted that similar reference numerals and letters denote similar items in the following drawings, and therefore, once an item is defined in one drawing, it does not require further definition and explanation in the subsequent drawings.
为了更好地了解本发明的目的、结构及功能,下面结合附图,对本发明一种地下水单孔多层位抽出处理修复设备及方法进一步详细描述。In order to better understand the purpose, structure and function of the present invention, the following is a further detailed description of a groundwater single-hole multi-layer extraction treatment and repair device and method of the present invention in conjunction with the accompanying drawings.
实施例1:Embodiment 1:
如图1所示,本发明一种地下水单孔多层位抽出处理修复设备,包括套筒组件、抽水管件40、抽水泵和污水修复系统80;As shown in FIG1 , a groundwater single-hole multi-layer extraction treatment and repair device of the present invention includes a sleeve assembly, a water extraction pipe 40 , a water extraction pump and a sewage repair system 80 ;
套筒组件设置在井道中,套筒组件包括多个套筒,多个套筒层层嵌套,套筒数量N与预计修复的含水层的层数相同,每个套筒嵌入井道的深度与其对应抽取的含水层的深度相等;抽水管件40从套筒的内部穿过,并与多个套筒的底部密封连接,多个套筒形成互相独立的抽水空间100,套筒上开设有供水流进各个抽水空间100内部的孔洞;抽水管件40内部设置有多个与各个抽水空间对应的抽水室,抽水室上方连接抽水泵,抽水泵的出水口与污水修复系统100连接,抽水泵将抽水室的水抽到污水修复系统100中。A sleeve assembly is arranged in a well, and the sleeve assembly includes a plurality of sleeves, and the plurality of sleeves are nested in layers, and the number N of sleeves is the same as the number of layers of the aquifer expected to be repaired, and the depth of each sleeve embedded in the well is equal to the depth of the corresponding aquifer to be extracted; a pumping pipe 40 passes through the interior of the sleeve and is sealed and connected to the bottom of the plurality of sleeves, and the plurality of sleeves form mutually independent pumping spaces 100, and holes are opened on the sleeves for water to flow into each pumping space 100; a plurality of pumping chambers corresponding to each pumping space are arranged inside the pumping pipe 40, and a pumping pump is connected above the pumping chamber, and the water outlet of the pumping pump is connected to the sewage repair system 100, and the pumping pump pumps the water in the pumping chamber into the sewage repair system 100.
实施例2:Embodiment 2:
如图1所示,本发明一种地下水单孔多层位抽出处理修复设备,包括套筒组件、抽水管件40、抽水泵和污水修复系统80;As shown in FIG1 , a groundwater single-hole multi-layer extraction treatment and repair device of the present invention includes a sleeve assembly, a water extraction pipe 40 , a water extraction pump and a sewage repair system 80 ;
套筒组件设置在井道中,套筒组件包括多个套筒,多个套筒层层嵌套,套筒数量N与预计修复的含水层的层数相同,每个套筒嵌入井道的深度与其对应抽取的含水层的深度相等;抽水管件40从套筒的内部穿过,并与多个套筒的底部密封连接,多个套筒形成互相独立的抽水空间100,套筒上开设有供水流进各个抽水空间100内部的孔洞;抽水管件40内部设置有多个与各个抽水空间对应的抽水室,抽水室上方连接抽水泵,抽水泵的出水口与污水修复系统100连接,抽水泵将抽水室的水抽到污水修复系统100中。A sleeve assembly is arranged in a well, and the sleeve assembly includes a plurality of sleeves, and the plurality of sleeves are nested in layers, and the number N of sleeves is the same as the number of layers of the aquifer expected to be repaired, and the depth of each sleeve embedded in the well is equal to the depth of the corresponding aquifer to be extracted; a pumping pipe 40 passes through the interior of the sleeve and is sealed and connected to the bottom of the plurality of sleeves, and the plurality of sleeves form mutually independent pumping spaces 100, and holes are opened on the sleeves for water to flow into each pumping space 100; a plurality of pumping chambers corresponding to each pumping space are arranged inside the pumping pipe 40, and a pumping pump is connected above the pumping chamber, and the water outlet of the pumping pump is connected to the sewage repair system 100, and the pumping pump pumps the water in the pumping chamber into the sewage repair system 100.
本实施例与第一实施例不同之处在于:The difference between this embodiment and the first embodiment is that:
如图2和图3,抽水管件40的内部设置有隔板44,多个隔板44将抽水管件40的内部分隔成多个沿轴向设置的抽水室,抽水室内部设置有多个挡板,挡板的深度按照各个含水层的深度进行设置,挡板垂直于轴线设置,挡板的上方开设有过水孔47;或者,优选的,最下层的挡板上开设有通孔48,其余挡板上方开设有过水孔47;启动抽水泵,水流通过套筒上的孔洞和过水孔47或者通孔48进入各个抽水室的内部。As shown in Figures 2 and 3, a partition 44 is provided inside the pumping pipe 40, and multiple partitions 44 divide the interior of the pumping pipe 40 into multiple pumping chambers arranged along the axial direction. Multiple baffles are provided inside the pumping chamber. The depth of the baffle is set according to the depth of each aquifer. The baffle is set perpendicular to the axis, and a water hole 47 is provided above the baffle; or, preferably, a through hole 48 is provided on the bottom baffle, and water holes 47 are provided above the remaining baffles; start the pump, and water flows into the interior of each pumping chamber through the holes on the sleeve and the water holes 47 or the through holes 48.
设置在最外侧的套筒对应最下层的含水层,设置在次外层的套筒对应第二深的含水层,以此类推。The outermost sleeve corresponds to the lowest aquifer, the second outermost sleeve corresponds to the second deepest aquifer, and so on.
多个套筒之间通过螺纹连接。The multiple sleeves are connected by threads.
多套筒的底部通过密封圈90与抽水管件40的外壁连接,密封圈90由橡胶制成。The bottom of the multi-sleeve is connected to the outer wall of the water pumping pipe 40 through a sealing ring 90, and the sealing ring 90 is made of rubber.
污水修复系统80包括污水监测单元、控制单元和污水处理单元;污水监测单元和污水处理单元均与抽水泵的出口连接,污水监测单元和控制单元电连接,抽水泵与控制单元电连接。The sewage restoration system 80 includes a sewage monitoring unit, a control unit and a sewage treatment unit; the sewage monitoring unit and the sewage treatment unit are both connected to the outlet of the water pump, the sewage monitoring unit and the control unit are electrically connected, and the water pump and the control unit are electrically connected.
实施例3:Embodiment 3:
如图1所示,本发明一种地下水单孔多层位抽出处理修复设备,包括套筒组件、抽水管件40、抽水泵和污水修复系统80;As shown in FIG1 , a groundwater single-hole multi-layer extraction treatment and repair device of the present invention includes a sleeve assembly, a water extraction pipe 40 , a water extraction pump and a sewage repair system 80 ;
套筒组件设置在井道中,套筒组件包括多个套筒,多个套筒层层嵌套,套筒数量N与预计修复的含水层的层数相同,每个套筒嵌入井道的深度与其对应抽取的含水层的深度相等;抽水管件40从套筒的内部穿过,并与多个套筒的底部密封连接,多个套筒形成互相独立的抽水空间100,套筒上开设有供水流进各个抽水空间100内部的孔洞;抽水管件40内部设置有多个与各个抽水空间对应的抽水室,抽水室上方连接抽水泵,抽水泵的出水口与污水修复系统100连接,抽水泵将抽水室的水抽到污水修复系统100中。A sleeve assembly is arranged in a well, and the sleeve assembly includes a plurality of sleeves, and the plurality of sleeves are nested in layers, and the number N of sleeves is the same as the number of layers of the aquifer expected to be repaired, and the depth of each sleeve embedded in the well is equal to the depth of the corresponding aquifer to be extracted; a pumping pipe 40 passes through the interior of the sleeve and is sealed and connected to the bottom of the plurality of sleeves, and the plurality of sleeves form mutually independent pumping spaces 100, and holes are opened on the sleeves for water to flow into each pumping space 100; a plurality of pumping chambers corresponding to each pumping space are arranged inside the pumping pipe 40, and a pumping pump is connected above the pumping chamber, and the water outlet of the pumping pump is connected to the sewage repair system 100, and the pumping pump pumps the water in the pumping chamber into the sewage repair system 100.
污水修复系统80包括污水监测单元、控制单元和污水处理单元;污水监测单元和污水处理单元均与抽水泵的出口连接,污水监测单元和控制单元电连接,抽水泵与控制单元电连接。The sewage restoration system 80 includes a sewage monitoring unit, a control unit and a sewage treatment unit; the sewage monitoring unit and the sewage treatment unit are both connected to the outlet of the water pump, the sewage monitoring unit and the control unit are electrically connected, and the water pump and the control unit are electrically connected.
套筒数量为3。The number of sleeves is 3.
如图1所示,套筒包括第一套筒10、第二套筒20和第三套筒30;第一套筒10设置在最外侧,第二套筒20通过螺纹与第一套筒10的内壁连接,第三套筒30通过螺纹与第二套筒20的内壁连接。As shown in FIG. 1 , the sleeve includes a first sleeve 10 , a second sleeve 20 and a third sleeve 30 ; the first sleeve 10 is arranged at the outermost side, the second sleeve 20 is connected to the inner wall of the first sleeve 10 by a thread, and the third sleeve 30 is connected to the inner wall of the second sleeve 20 by a thread.
第一套筒10的侧壁上开设有3组滤水孔11,这样第三含水层的水通过最下方的滤水孔11进入与第三含水层对应的抽水空间100;Three groups of water filtering holes 11 are opened on the side wall of the first sleeve 10, so that the water of the third aquifer enters the pumping space 100 corresponding to the third aquifer through the bottom water filtering hole 11;
第二套筒20的侧壁上开设有两组第一抽水孔21,设置在第一套筒10中部的滤水孔11与设置在第二套筒20下部的第一抽水孔21连通,这样第二含水层的水通过滤水孔11和第一抽水孔21进入与第二含水层对应的抽水空间100;Two groups of first pumping holes 21 are provided on the side wall of the second sleeve 20. The filter hole 11 provided in the middle of the first sleeve 10 is connected with the first pumping holes 21 provided in the lower part of the second sleeve 20, so that the water of the second aquifer enters the pumping space 100 corresponding to the second aquifer through the filter hole 11 and the first pumping hole 21.
第三套筒30的侧壁上开设有1组第二抽水孔31,设置在第一套筒10上部的滤水孔11、设置在第二套筒20上部的第一抽水孔21和第二抽水孔31连通,这样第一含水层的水通过滤水孔11、第一抽水孔21和第二抽水孔31进入与第一含水层对应的抽水空间100。A group of second pumping holes 31 are opened on the side wall of the third sleeve 30, and the water filtering hole 11 arranged at the upper part of the first sleeve 10, the first pumping hole 21 and the second pumping holes 31 arranged at the upper part of the second sleeve 20 are connected, so that the water of the first aquifer enters the pumping space 100 corresponding to the first aquifer through the water filtering hole 11, the first pumping hole 21 and the second pumping hole 31.
隔板44将抽水管件40分成第一抽水室41、第二抽水室42和第三抽水室43,第一抽水室41的下方设置有第一挡板45,第二抽水室42的内部设置有第二挡板46,第三抽水室43内部设置有第三挡板49,各个挡板上方设置有过水孔47。The partition 44 divides the pumping pipe 40 into a first pumping chamber 41, a second pumping chamber 42 and a third pumping chamber 43. A first baffle 45 is arranged below the first pumping chamber 41, a second baffle 46 is arranged inside the second pumping chamber 42, and a third baffle 49 is arranged inside the third pumping chamber 43. A water hole 47 is arranged above each baffle.
第一抽水室41上方连接有第一抽水泵50;第二抽水室42上方连接有第二抽水泵60;第三抽水室43上方连接有第三抽水泵70。A first pumping pump 50 is connected to the top of the first pumping chamber 41 ; a second pumping pump 60 is connected to the top of the second pumping chamber 42 ; and a third pumping pump 70 is connected to the top of the third pumping chamber 43 .
启动第一抽水泵50,第三含水层的水通过滤水孔11进入抽水空间100,然后水通过过水孔47进入第一抽水室41,进而抽入污水监测单元进行检测,然后检测到的数据传输到控制单元,控制单元进行判断后,控制第一抽水泵50将第一抽水室41的污水泵入污水处理单元;Start the first pumping pump 50, the water from the third aquifer enters the pumping space 100 through the water filter hole 11, and then enters the first pumping chamber 41 through the water hole 47, and then is pumped into the sewage monitoring unit for detection, and then the detected data is transmitted to the control unit, and after the control unit makes a judgment, it controls the first pumping pump 50 to pump the sewage in the first pumping chamber 41 into the sewage treatment unit;
启动第二抽水泵60,第二含水层的水通过滤水孔11和第一抽水孔21进入抽水空间100,然后水通过过水孔47进入第二抽水室42,进而抽入污水监测单元进行检测,然后检测到的数据传输到控制单元,控制单元进行判断后,控制第二抽水泵60将第二抽水室42的污水泵入污水处理单元;The second pumping pump 60 is started, and the water of the second aquifer enters the pumping space 100 through the water filter hole 11 and the first pumping hole 21, and then enters the second pumping chamber 42 through the water hole 47, and then is pumped into the sewage monitoring unit for detection, and then the detected data is transmitted to the control unit, and after the control unit makes a judgment, it controls the second pumping pump 60 to pump the sewage in the second pumping chamber 42 into the sewage treatment unit;
启动第三抽水泵70,第一含水层的水通过滤水孔11进入抽水空间100,然后水通过过水孔47进入第三抽水室43,进而抽入污水监测单元进行检测,然后检测到的数据传输到控制单元,控制单元进行判断后,控制第三抽水泵70将第三抽水室43的污水泵入污水处理单元。Start the third pumping pump 70, and the water from the first aquifer enters the pumping space 100 through the filter hole 11, and then enters the third pumping chamber 43 through the water hole 47, and is then pumped into the sewage monitoring unit for detection. The detected data is then transmitted to the control unit, and after the control unit makes a judgment, it controls the third pumping pump 70 to pump the sewage in the third pumping chamber 43 into the sewage treatment unit.
实施例4:Embodiment 4:
本发明一种地下水单孔多层位抽出处理修复方法,利用上述地下水单孔多层位抽出处理修复设备,包括以下步骤:The present invention provides a method for extracting, treating and repairing groundwater from a single hole and multiple layers, using the above-mentioned groundwater extracting, treating and repairing equipment, comprising the following steps:
步骤S1:启动各个抽水室上方的抽水泵;Step S1: Start the water pumps above each pumping chamber;
步骤S2:各个含水层的水通过相对应的抽水室被抽到污水监测单元进行检测;Step S2: water from each aquifer is pumped through the corresponding pumping chamber to the sewage monitoring unit for detection;
步骤S3:污水监测单元对各个含水层的酸碱度、污染物种类、微生物种类和浓度进行检测;Step S3: The sewage monitoring unit detects the pH, pollutant types, microbial types and concentrations of each aquifer;
步骤S4:污水监测单元将检测结果信息传输到控制系统;Step S4: The sewage monitoring unit transmits the detection result information to the control system;
步骤S5:控制系统根据检测结果信息,判断出各个含水层污水单独进行修复处理的成本和将某些特定的含水层污水混合后进行处理的成本,选择成本最低的污水处理方案;Step S5: The control system determines the cost of repairing and treating the sewage from each aquifer separately and the cost of treating the sewage from certain specific aquifers after mixing them according to the detection result information, and selects the sewage treatment plan with the lowest cost;
步骤S6:根据选择的污水处理方案,控制系统控制抽水泵将对应抽水室的污水泵入污水处理单元。Step S6: According to the selected sewage treatment scheme, the control system controls the pump to pump the sewage in the corresponding pumping chamber into the sewage treatment unit.
所述步骤S5中,成本包括药剂成本、电力成本和耗材成本。In step S5, the cost includes drug cost, electricity cost and consumables cost.
以上所述仅为本发明的优选实施例而已,并不用于限制本发明,对于本领域的技术人员来说,本发明可以有各种更改和变化。凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均包含在本发明的保护范围之内。The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. For those skilled in the art, the present invention may have various modifications and variations. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention are included in the protection scope of the present invention.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202410281865.3A CN118255403B (en) | 2024-03-12 | 2024-03-12 | A single-hole multi-layer groundwater extraction treatment and repair device and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202410281865.3A CN118255403B (en) | 2024-03-12 | 2024-03-12 | A single-hole multi-layer groundwater extraction treatment and repair device and method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN118255403A true CN118255403A (en) | 2024-06-28 |
| CN118255403B CN118255403B (en) | 2025-03-18 |
Family
ID=91601831
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202410281865.3A Active CN118255403B (en) | 2024-03-12 | 2024-03-12 | A single-hole multi-layer groundwater extraction treatment and repair device and method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN118255403B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN120191979A (en) * | 2025-05-23 | 2025-06-24 | 福建和蓝环保科技集团有限公司 | A multi-stage environmental protection repair treatment device and method for contaminated groundwater |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010242366A (en) * | 2009-04-06 | 2010-10-28 | Yoshinori Iwasaki | Investigation system and investigation method for amount of water to be pumped from well |
| CN205035094U (en) * | 2015-09-15 | 2016-02-17 | 常州市环境科学研究院 | Groundwater sampling and prosthetic multi -functional layering well |
| JP5971537B1 (en) * | 2015-12-18 | 2016-08-17 | 強化土株式会社 | Ground improvement method |
| CN110146332A (en) * | 2019-04-30 | 2019-08-20 | 同济大学 | Groundwater monitoring well device and groundwater sampling method |
| CN113324803A (en) * | 2021-05-31 | 2021-08-31 | 青海九零六工程勘察设计院 | Layered sampling device for underground water |
| CN113789832A (en) * | 2021-09-07 | 2021-12-14 | 山东省环境保护科学研究设计院有限公司 | Underground water extraction device and extraction method |
| CN215727096U (en) * | 2021-08-31 | 2022-02-01 | 常州市建筑科学研究院集团股份有限公司 | Multilayer water intaking environmental protection monitoring well |
| CN114635492A (en) * | 2022-02-28 | 2022-06-17 | 生态环境部环境规划院 | Underground water pollution emergency management and control system and method suitable for multilayer aquifers |
| CN116606013A (en) * | 2023-05-24 | 2023-08-18 | 北京建工环境修复股份有限公司 | Groundwater treatment system, method and computer equipment |
| CN117470592A (en) * | 2023-10-27 | 2024-01-30 | 茅台学院 | Groundwater layered sampling equipment and sampling method |
-
2024
- 2024-03-12 CN CN202410281865.3A patent/CN118255403B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010242366A (en) * | 2009-04-06 | 2010-10-28 | Yoshinori Iwasaki | Investigation system and investigation method for amount of water to be pumped from well |
| CN205035094U (en) * | 2015-09-15 | 2016-02-17 | 常州市环境科学研究院 | Groundwater sampling and prosthetic multi -functional layering well |
| JP5971537B1 (en) * | 2015-12-18 | 2016-08-17 | 強化土株式会社 | Ground improvement method |
| CN110146332A (en) * | 2019-04-30 | 2019-08-20 | 同济大学 | Groundwater monitoring well device and groundwater sampling method |
| CN113324803A (en) * | 2021-05-31 | 2021-08-31 | 青海九零六工程勘察设计院 | Layered sampling device for underground water |
| CN215727096U (en) * | 2021-08-31 | 2022-02-01 | 常州市建筑科学研究院集团股份有限公司 | Multilayer water intaking environmental protection monitoring well |
| CN113789832A (en) * | 2021-09-07 | 2021-12-14 | 山东省环境保护科学研究设计院有限公司 | Underground water extraction device and extraction method |
| CN114635492A (en) * | 2022-02-28 | 2022-06-17 | 生态环境部环境规划院 | Underground water pollution emergency management and control system and method suitable for multilayer aquifers |
| CN116606013A (en) * | 2023-05-24 | 2023-08-18 | 北京建工环境修复股份有限公司 | Groundwater treatment system, method and computer equipment |
| CN117470592A (en) * | 2023-10-27 | 2024-01-30 | 茅台学院 | Groundwater layered sampling equipment and sampling method |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN120191979A (en) * | 2025-05-23 | 2025-06-24 | 福建和蓝环保科技集团有限公司 | A multi-stage environmental protection repair treatment device and method for contaminated groundwater |
| CN120191979B (en) * | 2025-05-23 | 2025-08-26 | 福建和蓝环保科技集团有限公司 | A multi-stage environmental protection remediation treatment device and method for contaminated groundwater |
Also Published As
| Publication number | Publication date |
|---|---|
| CN118255403B (en) | 2025-03-18 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107720853B (en) | DNAPL pollution remediation system and method in groundwater based on pollution control | |
| CN107159697B (en) | Organic contaminated soil and underground water remediation method and agent | |
| US5833388A (en) | Method for directing groundwater flow and treating groundwater in situ | |
| CN115710039B (en) | Circulating well repairing system and method | |
| WO1998004351A9 (en) | METHOD FOR DIRECTING GROUNDWATER FLOW AND TREATING GROUNDWATER $i(IN SITU) | |
| CN115849617B (en) | A groundwater remediation system and method for low permeability formations based on groundwater circulation wells | |
| CN111468526B (en) | Soil and groundwater remediation system combining multiphase extraction and biological method | |
| CN118255403A (en) | Groundwater single-hole multi-layer extraction treatment repair equipment and method | |
| CN110104755A (en) | A kind of hydrodynamic force regulator control system for the diffusion of accelerating ground water in-situ immobilization medicament | |
| CN215975155U (en) | Pollute groundwater normal position repair system | |
| CN115724498B (en) | An underground pollution remediation device and method | |
| CN116007998A (en) | Multilayer simultaneous displacement underground water layering rapid sampling equipment and method | |
| CN211799049U (en) | In-situ remediation well and system for treating underground water pollution | |
| CN109422299A (en) | Oily-water seperating equipment and oil-water separation method | |
| JP4739702B2 (en) | Purification method for contaminated ground | |
| CN217808844U (en) | System for removing underground water light non-aqueous phase liquid | |
| CN110563126A (en) | System and method for repairing volatile organic compounds in underground water | |
| CN116750903A (en) | Groundwater remediation method, groundwater remediation system and groundwater system | |
| CN116351858A (en) | Combined control method for contaminated site soil and underground water | |
| CN116046460A (en) | Polluted site one-hole nine-layer underground water in-situ weak disturbance layering rapid sampling device | |
| JP2007090242A (en) | Purification method and apparatus for soil soil contaminated with oil | |
| CN210546992U (en) | Pollute soil and groundwater and synthesize and administer device | |
| CN105060520B (en) | A kind of internal-circulation type groundwater remediation device and method | |
| CN207419680U (en) | A kind of modified polluted underground water extraction device | |
| CN218168195U (en) | Emergency restoration circulation system for leaked oil product polluted soil and underground water |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |