JPH07207716A - Stratified pumping well - Google Patents
Stratified pumping wellInfo
- Publication number
- JPH07207716A JPH07207716A JP6004139A JP413994A JPH07207716A JP H07207716 A JPH07207716 A JP H07207716A JP 6004139 A JP6004139 A JP 6004139A JP 413994 A JP413994 A JP 413994A JP H07207716 A JPH07207716 A JP H07207716A
- Authority
- JP
- Japan
- Prior art keywords
- aquifer
- well
- pumping
- aquifers
- water
- 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、地中に存在する複数の
帯水層から地下水を個別に揚水するための層別揚水井戸
に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a stratified pumping well for individually pumping groundwater from a plurality of aquifers existing underground.
【0002】[0002]
【従来の技術】地中に複数の帯水層が存在している場合
において、それら複数の帯水層から個別に揚水を行なう
必要がある場合、たとえば帯水層ごとに地下水の汚染調
査を行なう場合や、帯水層ごとに地下水の保有熱エネル
ギの調査を行なうような場合、あるいは地盤掘削工事に
伴って特定の帯水層から排水を行なう必要があるような
場合、従来においては揚水対象の帯水層ごとに独立した
井戸を複数設けることが一般的であった。2. Description of the Related Art When a plurality of aquifers are present in the ground, it is necessary to individually pump water from the plurality of aquifers. For example, groundwater contamination survey is performed for each aquifer. In cases such as when investigating the retained thermal energy of groundwater for each aquifer, or when it is necessary to discharge water from a specific aquifer due to ground excavation work, the conventional It was common to have multiple independent wells for each aquifer.
【0003】すなわち、たとえば図2に示すように粘性
土層等の不透水層1の上下に上部帯水層2と下部帯水層
3が存在している場合、上部帯水層2内に1本の井戸4
を設けるとともに、不透水層1を貫通して下部帯水層3
に達する他の井戸5を設け、それらの井戸4,5により
上部帯水層2からの揚水と下部帯水層3からの揚水を個
別に行なうのである。なお、図2に示す各井戸4,5に
おいて符号6は掘削孔7内に設置される井戸管、8は井
戸管6の下部に形成されているスクリーン、9は井戸管
6内に設置される揚水ポンプ、10は揚水管、11は掘
削孔7内の少なくともスクリーン8の周囲に充填される
フィルタ材、12は掘削孔7内の上部を塞ぐ充填材であ
る。また、井戸5における符号13は上部帯水層2から
の地下水が井戸5に流入することを防止するべく不透水
層1の位置に形成される遮水帯である。That is, when an upper aquifer 2 and a lower aquifer 3 are present above and below an impermeable layer 1 such as a cohesive soil layer as shown in FIG. Book well 4
And the lower aquifer 3 through the impermeable layer 1
The other wells 5 reaching the above are provided, and the wells 4 and 5 separately pump water from the upper aquifer 2 and the lower aquifer 3. In each of the wells 4 and 5 shown in FIG. 2, reference numeral 6 is a well pipe installed in the excavation hole 7, 8 is a screen formed below the well pipe 6, and 9 is installed in the well pipe 6. The pumping pump 10, 10 is a pumping pipe, 11 is a filter material that fills at least the periphery of the screen 8 in the drill hole 7, and 12 is a filler that closes the upper portion of the drill hole 7. Further, reference numeral 13 in the well 5 is an impermeable zone formed at the position of the impermeable layer 1 in order to prevent groundwater from the upper aquifer 2 from flowing into the well 5.
【0004】ところで、上記のように複数の井戸4,5
を各帯水層2,3ごとに独立に設けることは、コストが
かさむことはもとより、それぞれの井戸4,5をあまり
接近して設置することができないので十分な設置スペー
ス、作業スペースを必要とするので好ましくない場合が
あり、このためたとえば図3に示すような層別揚水装置
15を採用して1本の井戸により帯水層別に揚水するこ
とも検討されている。By the way, as described above, the plurality of wells 4, 5
Independently providing each aquifer 2 and 3 requires not only a high cost but also the wells 4 and 5 cannot be installed so close to each other that sufficient installation space and work space are required. In some cases, this is not preferable, and therefore, it is also considered to adopt a layered pumping apparatus 15 as shown in FIG. 3, for example, to pump water by aquifer by one well.
【0005】図3に示す層別揚水装置15は、不透水層
1を貫通して設けた掘削孔7内に、上部帯水層2と下部
帯水層3に対応するスクリーン16,17が上下に設け
られた井戸管18を設置し、各スクリーン16,17の
周囲にフィルタ材11を充填するとともに不透水層1の
位置に遮水帯13を形成するようにしたものである。そ
して、揚水ポンプ9をケーシング19内に収納して不透
水層1の位置に配置するとともに、ケーシング19と井
戸管18との管の隙間をパッカー20により止水するよ
うにし、かつ、ケーシング19の上部および下部には地
表からの遠隔操作によって開閉される上部バルブ21お
よび下部バルブ22を取り付けた構成のものである。In the stratified pumping apparatus 15 shown in FIG. 3, screens 16 and 17 corresponding to the upper aquifer 2 and the lower aquifer 3 are vertically arranged in an excavation hole 7 penetrating the impermeable layer 1. The well tube 18 provided in the above is installed, the filter material 11 is filled around each of the screens 16 and 17, and the impermeable zone 13 is formed at the position of the impermeable layer 1. Then, the pumping pump 9 is housed in the casing 19 and arranged at the position of the impermeable layer 1, and the gap between the casing 19 and the well pipe 18 is stopped by the packer 20. An upper valve 21 and a lower valve 22 which are opened and closed by remote control from the surface of the earth are attached to the upper and lower parts.
【0006】この層別揚水装置15では、上部帯水層2
および下部帯水層3の双方からフィルタ材11、スクリ
ーン16,17を通して地下水がそれぞれ井戸管18内
に流入するが、上部バルブ21と下部バルブ22を選択
的に開閉操作することにより帯水層2,3のいずれかか
ら揚水を行なうものである。すなわち、上部バルブ21
を開いて下部バルブ22を閉じれば、上部帯水層2から
の地下水のみが上部バルブ21を通ってケーシング19
内に流入して揚水ポンプ9により揚水され、逆に、上部
バルブ21を閉じて下部バルブ22を開けば、下部帯水
層3からの地下水のみが下部バルブ22を通ってケーシ
ング19内に流入して揚水ポンプ9により揚水されるの
である。In this stratified pumping apparatus 15, the upper aquifer 2
Groundwater flows into the well pipe 18 from both the lower aquifer 3 and the filter material 11 and the screens 16 and 17, but by selectively opening and closing the upper valve 21 and the lower valve 22, the aquifer 2 , 3 is used to pump water. That is, the upper valve 21
Open and close the lower valve 22, only groundwater from the upper aquifer 2 will pass through the upper valve 21 and the casing 19
When the upper valve 21 is closed and the lower valve 22 is opened, only groundwater from the lower aquifer 3 flows into the casing 19 through the lower valve 22. It is pumped by the pumping pump 9.
【0007】[0007]
【発明が解決しようとする課題】上記のような層別揚水
装置15を採用することにより1本の井戸により層別揚
水を行なうことはできるが、上記層別揚水装置15はケ
ーシング19やパッカー20、バルブ21,22等を備
えるという複雑かつ特殊な構造のものであるためコスト
高であるとともに製作に時間がかかり、また現場での設
置作業も容易ではないという不具合があり、このため、
より一層簡便に層別揚水を行ない得る有効な手段の提供
が望まれていた。By adopting the stratified pumping apparatus 15 as described above, stratified pumping can be performed by one well. However, the stratified pumping apparatus 15 is not limited to the casing 19 and the packer 20. Since it has a complicated and special structure including valves 21, 22, etc., it is costly and time-consuming to manufacture, and there is a problem that installation work on site is not easy.
It has been desired to provide an effective means by which the stratified pumping can be performed more easily.
【0008】[0008]
【課題を解決するための手段】上記事情に鑑み、本発明
は、複数の帯水層が不透水層を挟んで存在している地盤
に設けられて各帯水層から個別に揚水を行なうための層
別揚水井戸であって、前記不透水層を貫通してその下部
に存在している帯水層にまで達する掘削孔を形成すると
ともに、その掘削孔内を前記不透水層の位置で遮水帯に
より遮水可能に上下に仕切り、揚水対象の各帯水層の位
置に達する長さとされかつスクリーンが形成されている
複数の井戸管をそれぞれのスクリーンが揚水対象の帯水
層の位置となるようにして前記掘削孔内に配置し、それ
ら井戸管内にそれぞれ揚水ポンプを設置してなることを
特徴としている。SUMMARY OF THE INVENTION In view of the above circumstances, the present invention is provided on the ground where a plurality of aquifers are present with an impermeable layer sandwiched between them, and pumps water individually from each aquifer. A stratified pumping well, which forms an excavation hole that penetrates the impermeable layer and reaches an aquifer existing below the impermeable layer, and blocks the interior of the excavation hole at the position of the impermeable layer. A plurality of well pipes that are vertically partitioned by a water belt to reach the position of each aquifer to be pumped and have a screen are formed, with each screen as the position of the aquifer to be pumped. It is characterized in that the pumps are arranged in the drill holes as described above, and pumping pumps are respectively installed in the well pipes.
【0009】[0009]
【作用】本発明の層別揚水井戸は、従来のように揚水対
象の帯水層ごとに複数の井戸を設けるのではなく、また
特殊な層別揚水装置を用いることなく、複数の帯水層か
らの揚水を単独の井戸により行なうものである。すなわ
ち、本発明の層別揚水井戸にあっては、最下層の揚水対
象の帯水層にまで達するような掘削孔を単独で設けて、
その掘削孔の内部を不透水層の位置で遮水帯により上下
に仕切ることにより、掘削孔内における遮水帯より上部
にはそれより上方位置にある帯水層からの地下水のみを
流入させ、また、遮水帯より下部にはそれより下方位置
にある帯水層からの地下水のみを流入させる。そして、
揚水対象の各帯水層に対応する複数の井戸管を掘削孔内
に配置し、スクリーンを通して各井戸管に流入した地下
水を各井戸管内に設置した揚水ポンプによりそれぞれ個
別に揚水する。The stratified pumping well according to the present invention does not have a plurality of wells for each aquifer to be pumped as in the conventional case, and does not use a special stratified pumping device. The water is pumped from a single well. That is, in the stratified pumping well of the present invention, by independently providing a drill hole to reach the aquifer of the lowest layer to be pumped,
By partitioning the inside of the drill hole at the position of the impermeable layer into upper and lower parts with a water shield, only the groundwater from the aquifer above the water shield will flow into the hole above the water shield. Also, only the groundwater from the aquifer located below it will flow into the lower part of the impermeable zone. And
Plural well pipes corresponding to each aquifer to be pumped are placed in the drill hole, and groundwater flowing into each well pipe through the screen is pumped individually by the pumps installed in each well pipe.
【0010】[0010]
【実施例】以下、本発明の実施例を図1を参照して説明
する。図1は本実施例の層別揚水井戸の概略構成を示す
ものであって、図2および図3と同様に符号1は粘性土
層等の不透水層、2,3はそれぞれ揚水対象の上部帯水
層および下部帯水層である。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT An embodiment of the present invention will be described below with reference to FIG. FIG. 1 shows a schematic structure of a stratified pumping well according to this embodiment. As in FIGS. 2 and 3, reference numeral 1 is an impermeable layer such as a cohesive soil layer, and 2 and 3 are upper portions of the pumping target. The aquifer and the lower aquifer.
【0011】本実施例の層別揚水井戸30は、地表より
不透水層1を貫通して下部帯水層3に達する掘削孔31
を掘削するとともに、その掘削孔31内を不透水層1の
位置でたとえば止水コンクリートによる遮水帯32によ
って遮水可能に上下に仕切ったうえで、掘削孔31内に
2本の井戸管33,34を配置したものである。The stratified pumping well 30 of this embodiment has a drill hole 31 which penetrates the impermeable layer 1 from the surface of the earth to reach the lower aquifer 3.
While excavating the inside of the excavation hole 31, at the position of the impermeable layer 1, it is partitioned into upper and lower parts by a water shield zone 32 made of, for example, water-blocking concrete, and then two well pipes 33 are provided in the excavation hole 31. , 34 are arranged.
【0012】それら井戸管33,34は、それぞれ上部
帯水層2および下部帯水層3に達する長さとされている
とともに、それらの下端部にはそれぞれスクリーン3
5,36が形成されており、それぞれのスクリーン3
5,36が上部帯水層2および下部帯水層3の位置とな
るように掘削孔31内に配置されている。そして、各井
戸管33,34内には、スクリーン35,36を通して
井戸管33,34内に流入した地下水を揚水管37,3
8を通して地表に揚水するための揚水ポンプ39,40
がそれぞれ設置されている。なお、符号41,42はス
クリーン35,36の周囲に充填されたフィルタ材、4
3は発生土による埋戻し層、44は砂層である。The well pipes 33 and 34 are so long as to reach the upper aquifer 2 and the lower aquifer 3, respectively, and the screens 3 are respectively provided at their lower ends.
5 and 36 are formed, and each screen 3
5, 36 are arranged in the excavation hole 31 so as to be located at the upper aquifer 2 and the lower aquifer 3. Then, in each well pipe 33, 34, the groundwater flowing into the well pipe 33, 34 through the screens 35, 36 is pumped into the pump pipes 37, 3
Pumping pumps 39, 40 for pumping water to the surface through 8
Are installed respectively. In addition, reference numerals 41 and 42 are filter materials filled around the screens 35 and 36, and 4
3 is a backfill layer of generated soil, and 44 is a sand layer.
【0013】上記構成の層別揚水井戸30では、掘削孔
31の内部が遮水帯32により上下に仕切られているの
で、上部帯水層2の地下水はスクリーン35から井戸管
33に流入して揚水ポンプ39により揚水され、下部帯
水層3の地下水はスクリーン36から井戸管34に流入
して揚水ポンプ40により揚水されることになり、した
がって単独の井戸であるにも拘らず複数の帯水層2,3
から個別に揚水することができるものである。In the stratified pumping well 30 having the above-mentioned structure, the inside of the excavation hole 31 is vertically divided by the impermeable zone 32, so that the groundwater of the upper aquifer 2 flows into the well pipe 33 from the screen 35. The groundwater of the lower aquifer 3 is pumped by the pumping pump 39, flows into the well pipe 34 from the screen 36, and is pumped by the pumping pump 40. Therefore, although it is a single well, a plurality of aquifers are charged. Layers 2 and 3
It is possible to pump water individually.
【0014】そして、この層別揚水井戸30では、単独
の掘削孔31内に2本の井戸管33,34を配置するも
のであるから、図2に示したように帯水層2,3ごとに
独立した2本の井戸4,5を設ける場合に比して掘削孔
31の径を大きくする必要はあるものの、2本の井戸を
独立して設ける場合に比して設置スペースや作業スペー
スを節約できるとともに、杭工事に用いるような大型の
掘削機を転用して掘削を行なうことにより総合的には工
事費の削減を図ることができる。また、2本の井戸管3
3,34と2台の揚水ポンプ39,40を必要とするも
のの、複雑かつ特殊な装置は一切不要であって各井戸管
33,34は従来のものをそのまま用いることができる
から、図3に示したような層別揚水装置15を用いる場
合のようにコスト高となったり製作に時間を要するよう
なこともなく、現場での施工手順も従来と何等変わると
ころはない。In this stratified pumping well 30, two well pipes 33 and 34 are arranged in a single excavation hole 31. Therefore, as shown in FIG. Although it is necessary to increase the diameter of the excavation hole 31 as compared with the case where two independent wells 4 and 5 are provided, the installation space and work space are increased as compared with the case where two wells are independently provided. In addition to saving money, by excavating by exchanging a large excavator used for pile construction, it is possible to reduce the construction cost as a whole. Also, two well tubes 3
3, 34 and two pumping pumps 39, 40 are required, but no complicated and special device is required, and the conventional well tubes 33, 34 can be used as they are. As in the case of using the layered water pumping apparatus 15 as shown, the cost is not high and the production does not take time, and the construction procedure at the site is no different from the conventional procedure.
【0015】なお、上記実施例は上部帯水層2と下部帯
水層3とを揚水対象とした場合の例であるので、それら
上部帯水層2と下部帯水層3に対応する2本の井戸管3
3,34のみを設置したのであるが、より多数の帯水層
を揚水対象とする場合にも同様に適用することができ
る。たとえば、2つの不透水層を挟む3つの帯水層から
揚水する場合は、各不透水層の位置にそれぞれ遮水帯3
2を設けることで掘削孔31内を3つに仕切るととも
に、それら3つの帯水層からそれぞれ揚水するための3
本の井戸管を掘削孔31内に設置すれば良い。4つ以上
の帯水層を揚水対象とする場合も全く同様である。Since the above embodiment is an example in which the upper aquifer 2 and the lower aquifer 3 are pumped up, the two aquifers 2 corresponding to the upper aquifer 2 and the lower aquifer 3 are taken as examples. Well tube 3
Although only 3, 34 are installed, the same can be applied to the case of pumping a larger number of aquifers. For example, when pumping water from three aquifers that sandwich two impermeable layers, the impermeable belts 3 are respectively placed at the positions of the impermeable layers.
2 is provided to partition the inside of the drill hole 31 into three, and to pump water from each of these three aquifers.
A well tube of a book may be installed in the excavation hole 31. The same applies when pumping more than three aquifers.
【0016】[0016]
【発明の効果】以上で説明したように、本発明の層別揚
水井戸は、不透水層を貫通してその下部に存在している
帯水層にまで達する掘削孔を形成するとともに、その掘
削孔内を不透水層の位置で遮水帯により遮水可能に上下
に仕切り、その掘削孔内に、揚水対象の各帯水層に対応
する複数の井戸管をそれらのスクリーンが各帯水層の位
置となるように配置して、それら井戸管に流入した各帯
水層の地下水をそれぞれ揚水ポンプにより揚水するよう
に構成したので、単独の井戸であるにも拘らず複数の帯
水層から個別に揚水することができるものであり、した
がって、帯水層ごとに独立した複数の井戸を設ける場合
や複雑かつ特殊な層別揚水装置を用いる場合に比して、
工事費の削減を図ることができるとともに設置スペース
や作業スペースを節約できるという効果を奏する。As described above, the stratified pumping well of the present invention forms a drill hole that penetrates the impermeable layer and reaches the aquifer existing therebelow, and excavates the hole. At the position of the impermeable layer, the hole is divided into upper and lower parts so that water can be blocked by a water shield, and a plurality of well pipes corresponding to each aquifer to be pumped are placed in the excavation hole. It is arranged so that the groundwater of each aquifer that flows into these well pipes is pumped by a pump, so it is possible to use multiple aquifers in spite of being a single well. It is possible to pump water individually, so compared with the case of providing multiple independent wells for each aquifer and the case of using a complicated and special stratified pumping device,
The construction cost can be reduced, and the installation space and work space can be saved.
【図1】本発明の実施例である層別揚水井戸の概略構成
を示す断面図である。FIG. 1 is a cross-sectional view showing a schematic configuration of a stratified pumping well that is an embodiment of the present invention.
【図2】従来において層別に揚水する場合の井戸の設置
例を示す断面図である。FIG. 2 is a cross-sectional view showing an example of installation of wells in the case of conventionally pumping water layer by layer.
【図3】層別揚水装置の従来例を示す断面図である。FIG. 3 is a cross-sectional view showing a conventional example of a layered water pumping device.
1 不透水層 2 上部帯水層(帯水層) 3 下部帯水層(帯水層) 30 層別揚水井戸 31 掘削孔 32 遮水帯 33,34 井戸管 35,36 スクリーン 39,40 揚水ポンプ。 1 Impermeable Layer 2 Upper Aquifer (Aquifer) 3 Lower Aquifer (Aquifer) 30 Pumping Well by Layer 31 Drilling Hole 32 Impermeable Zone 33, 34 Well Pipe 35, 36 Screen 39, 40 Pumping Pump .
───────────────────────────────────────────────────── フロントページの続き (72)発明者 中塚 寛 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Hiroshi Nakatsuka 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Corporation
Claims (1)
ている地盤に設けられて各帯水層から個別に揚水を行な
うための層別揚水井戸であって、前記不透水層を貫通し
てその下部に存在している帯水層にまで達する掘削孔内
を前記不透水層の位置で遮水帯により遮水可能に上下に
仕切るとともに、揚水対象の各帯水層の位置に達する長
さとされかつスクリーンが形成されている複数の井戸管
をそれぞれのスクリーンが揚水対象の帯水層の位置とな
るようにして前記掘削孔内に配置し、それら井戸管内に
それぞれ揚水ポンプを設置してなることを特徴とする層
別揚水装置。1. A stratified pumping well, which is provided on the ground where a plurality of aquifers are sandwiched between impermeable layers, to individually pump water from each aquifer, said impermeable layer The inside of the excavation hole that penetrates through to reach the aquifer existing below it is partitioned vertically by the impermeable zone at the location of the impermeable layer and the location of each aquifer to be pumped A plurality of well pipes each having a length reaching a length and having a screen are arranged in the excavation hole so that each screen is at the position of the aquifer to be pumped, and a pumping pump is installed in each of the well pipes. A layered pumping device characterized by being installed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP00413994A JP3338909B2 (en) | 1994-01-19 | 1994-01-19 | Layered pumping well |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP00413994A JP3338909B2 (en) | 1994-01-19 | 1994-01-19 | Layered pumping well |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH07207716A true JPH07207716A (en) | 1995-08-08 |
JP3338909B2 JP3338909B2 (en) | 2002-10-28 |
Family
ID=11576454
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP00413994A Expired - Fee Related JP3338909B2 (en) | 1994-01-19 | 1994-01-19 | Layered pumping well |
Country Status (1)
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JP (1) | JP3338909B2 (en) |
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JP2007177434A (en) * | 2005-12-27 | 2007-07-12 | Nomoto Tetsutsugu | Underground device in underground water heat utilizing facility |
KR101042731B1 (en) * | 2009-07-14 | 2011-06-20 | 이기문 | Intake equipment of deep Ground water |
CN102345294A (en) * | 2010-08-04 | 2012-02-08 | 天津一建建筑工程有限公司 | Graded dewatering structure for soft-soil foundation deep-pit earthwork excavation |
CN104805856A (en) * | 2015-03-31 | 2015-07-29 | 成都聚智工业设计有限公司 | Water lowering and drainage mechanism |
JP2016079676A (en) * | 2014-10-16 | 2016-05-16 | 国立研究開発法人農業・食品産業技術総合研究機構 | Groundwater pumped storage system and water pumping method using thereof |
JP2018087491A (en) * | 2018-03-02 | 2018-06-07 | 国立研究開発法人農業・食品産業技術総合研究機構 | Groundwater pumped storage system and water pumping method using thereof |
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CN102383437B (en) * | 2011-08-08 | 2015-05-20 | 河南理工大学 | Well point positioned pumping tubular well and well point positioned pumping method |
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1994
- 1994-01-19 JP JP00413994A patent/JP3338909B2/en not_active Expired - Fee Related
Cited By (11)
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---|---|---|---|---|
JP2007177434A (en) * | 2005-12-27 | 2007-07-12 | Nomoto Tetsutsugu | Underground device in underground water heat utilizing facility |
KR101042731B1 (en) * | 2009-07-14 | 2011-06-20 | 이기문 | Intake equipment of deep Ground water |
CN102345294A (en) * | 2010-08-04 | 2012-02-08 | 天津一建建筑工程有限公司 | Graded dewatering structure for soft-soil foundation deep-pit earthwork excavation |
JP2016079676A (en) * | 2014-10-16 | 2016-05-16 | 国立研究開発法人農業・食品産業技術総合研究機構 | Groundwater pumped storage system and water pumping method using thereof |
CN104805856A (en) * | 2015-03-31 | 2015-07-29 | 成都聚智工业设计有限公司 | Water lowering and drainage mechanism |
JP2019027181A (en) * | 2017-08-01 | 2019-02-21 | 国立研究開発法人農業・食品産業技術総合研究機構 | Method for determining freshwater utilization of groundwater, determination device, and water pumping device for freshwater utilization of groundwater |
JP2018087491A (en) * | 2018-03-02 | 2018-06-07 | 国立研究開発法人農業・食品産業技術総合研究機構 | Groundwater pumped storage system and water pumping method using thereof |
CN110055988A (en) * | 2019-03-29 | 2019-07-26 | 同济大学 | For foundation pit drainage-decompression inner curtain type combined shaft and working method and application |
CN110055988B (en) * | 2019-03-29 | 2020-10-02 | 同济大学 | Internal curtain type mixing well for foundation pit drainage-depressurization, working method and application |
CN110075605A (en) * | 2019-04-12 | 2019-08-02 | 中冶建筑研究总院有限公司 | A kind of system and method for polluted underground water multilayer extraction |
DE202020104407U1 (en) | 2020-07-30 | 2021-11-03 | IEG - Technologie GmbH | Filter arrangement |
Also Published As
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