JP3338909B2 - Layered pumping well - Google Patents

Layered pumping well

Info

Publication number
JP3338909B2
JP3338909B2 JP00413994A JP413994A JP3338909B2 JP 3338909 B2 JP3338909 B2 JP 3338909B2 JP 00413994 A JP00413994 A JP 00413994A JP 413994 A JP413994 A JP 413994A JP 3338909 B2 JP3338909 B2 JP 3338909B2
Authority
JP
Japan
Prior art keywords
aquifer
well
pumping
water
pumped
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP00413994A
Other languages
Japanese (ja)
Other versions
JPH07207716A (en
Inventor
紀治 三宅
信章 高坂
務 小林
寛 中塚
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shimizu Corp
Original Assignee
Shimizu Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shimizu Corp filed Critical Shimizu Corp
Priority to JP00413994A priority Critical patent/JP3338909B2/en
Publication of JPH07207716A publication Critical patent/JPH07207716A/en
Application granted granted Critical
Publication of JP3338909B2 publication Critical patent/JP3338909B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【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 underground aquifers.

【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 exist in the ground and it is necessary to pump water separately from the plurality of aquifers, for example, a groundwater contamination survey is conducted for each aquifer. In the case where the investigation of the thermal energy possessed by groundwater for each aquifer or the case where it is necessary to drain water from a specific aquifer due to ground excavation work, the It was common to provide 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, as shown in FIG. 2, when an upper aquifer 2 and a lower aquifer 3 exist above and below an impermeable layer 1 such as a viscous soil layer, for example, Book well 4
And the lower aquifer 3 penetrating through the impermeable layer 1.
The other wells 5 that reach the upper aquifer 2 are used to pump water from the upper aquifer 2 and water from the lower aquifer 3 separately. In addition, in each of the wells 4 and 5 shown in FIG. 2, reference numeral 6 denotes a well pipe installed in the wellbore 7, 8 denotes a screen formed below the well pipe 6, and 9 denotes a screen installed in the well pipe 6. The pump 10 is a pumping pipe, 11 is a filter material to be filled at least around the screen 8 in the borehole 7, and 12 is a filler material for closing the upper part in the borehole 7. Reference numeral 13 in the well 5 denotes 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。
Incidentally, as described above, the plurality of wells 4, 5
Providing a separate aquifer for each aquifer 2 and 3 not only increases the cost but also requires sufficient installation space and work space because the wells 4 and 5 cannot be installed too close to each other. Therefore, for example, it is considered to adopt a stratified pumping device 15 as shown in FIG. 3 to pump water by a single well into each aquifer.

【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。
[0005] 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 a drilling hole 7 provided through the impermeable layer 1. A well pipe 18 is provided, and a filter material 11 is filled around each of the screens 16 and 17, and a water impervious zone 13 is formed at the position of the impermeable layer 1. Then, the pump 9 is housed in the casing 19 and arranged at the position of the water-impermeable layer 1, the gap between the casing 19 and the well pipe 18 is stopped by the packer 20, and the casing 19 is closed. An upper valve 21 and a lower valve 22 that are opened and closed by remote control from the ground are attached to the upper and lower portions.

【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。
[0006] In this stratified pumping device 15, the upper aquifer 2
Groundwater flows into the well pipe 18 through the filter material 11 and the screens 16 and 17 from both the lower aquifer 3 and the lower aquifer 3, respectively. , And 3 for pumping water. That is, the upper valve 21
Is opened and the lower valve 22 is closed, only groundwater from the upper aquifer 2 passes through the upper valve 21 and the casing 19
If 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. The water is pumped by the 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 employing the above-described stratified pumping apparatus 15, stratified pumping can be performed with one well. However, the stratified pumping apparatus 15 has a casing 19 and a packer 20. , Valves 21 and 22, etc., it has a complicated and special structure, so it is costly and time-consuming to manufacture, and it is not easy to perform on-site installation work.
It has been desired to provide an effective means for performing stratified pumping 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内を前記不透
水層の位置で止水コンクリートからなる遮水帯により遮
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てそ
れぞれのスクリーンの周囲にフィルタ材を充填し、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。
DISCLOSURE OF THE INVENTION In view of the above circumstances, the present invention is directed to a method for separately pumping water from each aquifer which is provided on a ground where a plurality of aquifers are interposed across an impermeable layer. In a stratified pumping well, the inside of a borehole that penetrates through the impermeable layer to reach the aquifer existing thereunder is formed by a water-blocking zone made of waterproof concrete at the position of the impermeable layer. In addition to partitioning up and down so that water can be blocked, a plurality of well pipes that have a length that reaches the position of each aquifer to be pumped and that have screens are formed so that each screen is at the position of the aquifer to be pumped. And placed in the borehole
The filter material is filled around each screen, and pumps are 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止水コンクリート
からなる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、スクリーンの周囲
に充填したフィルタ材を通してスクリーンから各井戸管
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 provide a plurality of wells for each aquifer to be pumped as in the prior art, and uses a plurality of aquifers without using a special stratified pumping device. Pumping water from a single well. That is, in the stratified pumping well of the present invention, a drilling hole is provided alone to reach the lowest aquifer to be pumped,
Watertight concrete is placed inside the borehole at the location of the impermeable layer.
The upper and lower sections of the excavation hole allow only groundwater from the aquifer located above it to flow upward, and the lower section below the Only groundwater from the lower aquifer flows in. Then, a plurality of well pipes corresponding to the aquifer pumping target disposed drilled hole, the periphery of the screen
The groundwater that has flowed into each well pipe from the screen through the filter material filled into the well pipes is individually pumped by a water pump 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。
An embodiment of the present invention will be described below with reference to FIG. FIG. 1 shows a schematic configuration of a stratified pumping well of the present embodiment. As in FIGS. 2 and 3, reference numeral 1 denotes an impermeable layer such as a viscous soil layer, and reference numerals 2 and 3 denote upper portions of a pumping target, respectively. Aquifer and 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 according to the present embodiment has a borehole 31 that penetrates from the surface through the impermeable layer 1 and reaches the lower aquifer 3.
Is excavated, and the inside of the excavation hole 31 is vertically divided at the position of the water-impermeable layer 1 so as to be impermeable by, for example, a water impermeable zone 32 made of watertight concrete. , 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, 34 have a length reaching the upper aquifer 2 and the lower aquifer 3, respectively, and have a screen 3 at their lower ends.
5 and 36 are formed, and each screen 3
5 and 36 are arranged in the excavation hole 31 so as to be located in the upper aquifer 2 and the lower aquifer 3. Then, in each of the well pipes 33, 34, groundwater flowing into the well pipes 33, 34 through the screens 35, 36 is pumped.
Pumps 39, 40 for pumping water to the surface through 8
Are installed respectively. Reference numerals 41 and 42 denote filter materials filled around the screens 35 and 36, 4
Reference numeral 3 denotes a backfill layer formed by generated soil, and reference numeral 44 denotes 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 structure, the inside of the excavation hole 31 is vertically divided by the impermeable zone 32, so that the groundwater in the upper aquifer 2 flows from the screen 35 into the well pipe 33. The groundwater in the lower aquifer 3 flows from the screen 36 into the well pipe 34 and is pumped by the pump 40. Therefore, the groundwater in the lower aquifer 3 is pumped by the pump 40. Layer 2, 3
Can be pumped individually from

【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 drilling hole 31. Therefore, as shown in FIG. Although it is necessary to make the diameter of the excavation hole 31 larger than in 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 the two wells are independently provided. It is possible to save money and to reduce the construction cost comprehensively by digging using a large excavator used for pile construction. In addition, two well pipes 3
Although three and three pumps 39 and 40 are required, complicated and special equipment is not required at all, and the well pipes 33 and 34 can be used as they are. As in the case of using the stratified pumping device 15 as shown, there is no increase in cost or time required for production, and the construction procedure on site is not different from the conventional one.

【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。
The above embodiment is an example in which the upper aquifer 2 and the lower aquifer 3 are to be pumped. Therefore, the two aquifers 2 corresponding to the upper aquifer 2 and the lower aquifer 3 are used. Well pipe 3
Although only 3, 34 are installed, the present invention can be similarly applied to a case where a larger number of aquifers are to be pumped. For example, when pumping water from three aquifers sandwiching two impervious layers, each of the impervious layers is located at the position of each impermeable layer.
2 to divide the inside of the borehole 31 into three, and to pump water from each of the three aquifers.
The number of well pipes may be set in the borehole 31. The same is true for pumping four or more 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止水コンクリートからなる
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
ぞれのスクリーンの周囲にフィルタ材を充填し、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 according to the present invention forms a drilling hole that penetrates an impermeable layer to reach an aquifer located thereunder. The inside of the hole is divided up and down by the impermeable zone made of waterproof concrete at the position of the impermeable layer, so that it can be impermeable.
It a plurality of well pipes corresponding to the aquifer pumping target their screens arranged so that the position of each aquifer
Filter material was filled around each screen, and groundwater in each aquifer that flowed into the well pipes was pumped by pumps. The pump can be pumped separately from the aquifer, thus reducing construction costs compared to the case where multiple independent wells are provided for each aquifer or a complicated and special stratified pumping system is used. This has the effect of reducing installation space and work space.

【図面の簡単な説明】[Brief description of the drawings]

【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 sectional view showing a schematic configuration of a stratified pumping well according to 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 a conventional case where water is pumped 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 sectional view showing a conventional example of a stratified pumping device.

【符号の説明】[Explanation of symbols]

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(止水コンクリート) 33,34 井戸管 35,36 スクリーン 39,40 揚水ポンプ41,42 フィルタ材 DESCRIPTION OF SYMBOLS 1 Impermeable layer 2 Upper aquifer (aquifer) 3 Lower aquifer (aquifer) 30 Pumping well according to stratum 31 Drilling hole 32 Watertight zone (watertight concrete ) 33,34 Well pipe 35,36 Screen 39,40 Pumps 41,42 Filter material

───────────────────────────────────────────────────── 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 (56)参考文献 特開 昭58−37241(JP,A) 実開 平4−112947(JP,U) 実開 昭61−80890(JP,U) (58)調査した分野(Int.Cl.7,DB名) E02D 19/10 E03B 3/12 E21B 43/14 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Hiroshi Nakatsuka 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Corporation (56) References JP-A-58-37241 (JP, A) 4-112947 (JP, U) Real opening Sho 61-80890 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) E02D 19/10 E03B 3/12 E21B 43/14

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 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内
を前記不透水層の位置で止水コンクリートからなる遮水
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
配置してそれぞれのスクリーンの周囲にフィルタ材を充
填し、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 provided on a ground having a plurality of aquifers sandwiching an impermeable layer, for pumping water separately from each aquifer, wherein Through the excavation hole reaching through to the aquifer existing at the lower part of the excavation hole, at the position of the impervious layer, a water- shielding zone made of waterproofing concrete partitions up and down so as to be impermeable, and each of the pumping targets A plurality of well pipes each having a length reaching the position of the aquifer and having a screen formed therein are arranged in the borehole such that each screen is located at the position of the aquifer to be pumped. Fill the filter material around the
Hama to, stratification pumping apparatus characterized by comprising by installing water pumps respectively to their well pipe.
JP00413994A 1994-01-19 1994-01-19 Layered pumping well Expired - Fee Related JP3338909B2 (en)

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 JPH07207716A (en) 1995-08-08
JP3338909B2 true JP3338909B2 (en) 2002-10-28

Family

ID=11576454

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Country Link
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