JPH02285115A - Collecting method for groundwater - Google Patents
Collecting method for groundwaterInfo
- Publication number
- JPH02285115A JPH02285115A JP10578989A JP10578989A JPH02285115A JP H02285115 A JPH02285115 A JP H02285115A JP 10578989 A JP10578989 A JP 10578989A JP 10578989 A JP10578989 A JP 10578989A JP H02285115 A JPH02285115 A JP H02285115A
- Authority
- JP
- Japan
- Prior art keywords
- shafts
- pumping
- collecting
- groundwater
- water collection
- 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.)
- Pending
Links
- 239000003673 groundwater Substances 0.000 title claims abstract description 13
- 238000000034 method Methods 0.000 title claims description 10
- 238000005086 pumping Methods 0.000 claims abstract description 26
- 239000011148 porous material Substances 0.000 claims abstract description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 35
- 238000011144 upstream manufacturing Methods 0.000 abstract description 3
- 230000000149 penetrating effect Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
Description
【発明の詳細な説明】
〈産業上の利用分野〉
本発明は、地下水を地上に汲み上げる集水方法に関する
ものである。DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a water collection method for pumping groundwater above ground.
〈従来の技術〉
従来から各種の地下水集水設備が開発され実用化されて
いるが、次のような問題点があった。<Conventional Technology> Various groundwater collection facilities have been developed and put into practical use, but they have had the following problems.
〈イ〉集水竪坑1本当たりの受は持ち範囲に限界がある
。そのため非常に多(の本数の竪坑の構築を必要とした
。<A> There is a limit to the range of the Uke per water collection shaft. Therefore, it was necessary to construct a very large number of shafts.
〈口〉各竪坑ごとに揚水設備を設けなければならず、竪
坑本数が多(なると揚水設備もまた多数必要となり、不
経済であった。<Exp> Pumping equipment had to be installed for each shaft, and if there were a large number of shafts, a large number of pumping equipment would also be required, which was uneconomical.
〈ハ〉揚水竪坑の数が多いと、揚水設備の管理を的確に
行うために各種の技術や装置が必要になり、管理作業も
困難であった。<C> When there were a large number of pumping shafts, various techniques and equipment were required to properly manage the pumping equipment, making management work difficult.
〈本発明の目的〉
本発明はこのような従来の欠点を改善するためになされ
たもので、経済的に広い範囲の地下水を集水し、これを
揚水できる集水方法を提供することを目的とする。<Objective of the present invention> The present invention was made in order to improve such conventional drawbacks, and the purpose of the present invention is to provide a water collection method that can economically collect groundwater over a wide range and pump it. shall be.
〈本発明の構成〉
次に本発明の実施例を地下ダムに応用した場合について
説明する。<Configuration of the Present Invention> Next, a case will be described in which an embodiment of the present invention is applied to an underground dam.
ただし本発明の方法は、必ずしも地下ダムと組み合わせ
る必要はな(、単独の集水方法としても利用できる。However, the method of the present invention does not necessarily have to be combined with an underground dam (it can also be used as an independent water collection method).
〈イ〉連続地中壁の施工
地下水の流水勾配が適当な位置に、連続地中壁1を構築
する。<A> Construction of a continuous underground wall A continuous underground wall 1 is constructed at a location where the gradient of groundwater flow is appropriate.
この連続地中壁1の構築方法は、すでに各種の方法が開
発されているから地盤その他の条件に応じて最適な方法
を採用して行うことができる。Since various methods have already been developed for constructing this continuous underground wall 1, it is possible to adopt the most suitable method depending on the ground and other conditions.
連続地中壁1の下端は、不透水層まで到達させ地下水の
流下をそこで阻止する。The lower end of the continuous underground wall 1 reaches the impermeable layer and blocks the flow of groundwater there.
すなわちここで地下ダムが構築される。In other words, an underground dam will be constructed here.
連続地中壁1の延長は地形によって異なるが、数百メー
トルになる場合もある。The length of the continuous underground wall 1 varies depending on the topography, but may be several hundred meters long.
〈口〉竪状の施工 連続地中壁1によって地下水の流れが阻止される。<mouth> Vertical construction The flow of underground water is blocked by the continuous underground wall 1.
そこで連続地中壁1の上流側には二種類の竪状を垂直に
構築する。Therefore, two types of vertical structures are constructed vertically on the upstream side of the continuous underground wall 1.
二種類の竪状とは、集・揚水竪状2と、集水竪状3とで
ある。The two types of vertical shapes are collection/pumping vertical shape 2 and water collection vertical shape 3.
集・揚水竪状2と集水竪状3とは共に多孔質の材料で壁
面を形成した中空の竪状である。Both the water collection/pumping vertical shape 2 and the water collection vertical shape 3 are hollow vertical shapes whose walls are made of porous material.
ただし、集・揚水竪状2は多孔質の材料を通過してきた
地下水を集めるだけでなく、さらにその地下水をポンプ
などの揚水設備によって地上に揚水する竪状である。However, the collection/pumping vertical shape 2 is a vertical shape that not only collects the groundwater that has passed through the porous material, but also pumps the groundwater to the ground using pumping equipment such as a pump.
したがって集・揚水竪状2の底部にはポンプ、揚水バイ
ブなどの揚水設備を設けである。Therefore, water pumping equipment such as a pump and a pumping vibrator are provided at the bottom of the collection/pumping vertical shape 2.
それに対して他の集水竪状3は、単に多孔質の材料を通
過してきた地下水を集めるのみの竪状である。On the other hand, the other water collection verticals 3 are verticals that simply collect groundwater that has passed through the porous material.
集水竪状3は、多孔質材料で壁面を構成した中空の竪状
であるが、第2図に示すように内部に骨材5を充填して
使用することも可能である。The water collection vertical 3 is a hollow vertical whose wall surface is made of a porous material, but it can also be used by filling the inside with aggregate 5 as shown in FIG. 2.
くハ〉連絡集水横坑 各竪状2.3は、独立して構築しであるだけではない。Kuha〉Connection water collection shaft Each vertical 2.3 is not only constructed independently.
すべての竪状2.3の下部を、連絡集水横坑4によって
接続する。The lower portions of all the verticals 2.3 are connected by connecting water collection horizontal shafts 4.
この連絡集水横坑4は、各竪状2.3の下部からポーリ
ング、推進工法その他の工法によって構築するものであ
り、相互に隣接する竪状2.3に向けて掘進して貫通さ
せたものである。This connecting water collection horizontal shaft 4 is constructed from the bottom of each vertical 2.3 by poling, thrusting method, or other construction method, and is penetrated by digging toward the adjacent vertical 2.3. It is something.
連絡集水横坑4の周囲もまた多孔質の材料によって構成
しであるから、周囲の地下水の集水が可能である。Since the periphery of the connecting water collection horizontal shaft 4 is also made of porous material, it is possible to collect surrounding groundwater.
連絡集水横坑4の内部は中空のままにしておく場合も、
あるいは内部に砂利や透水性の材料を充填しておく場合
もある。Even if the inside of the connecting water collection horizontal shaft 4 is left hollow,
Alternatively, the inside may be filled with gravel or other permeable material.
〈二〉集水横坑を構築する実施例
各竪状2.3から水平方向でかつ地下水流の上流方向に
向けて集水横坑6を構築した構造を採用することもでき
る。(第3図)
この集水横坑6も多孔質の材料で構成し、内部を中空の
まま、あるいは透水性の材料で充填して使用する。<2> Example of constructing a horizontal water collection shaft It is also possible to adopt a structure in which the horizontal water collection shaft 6 is constructed horizontally from each vertical shaft 2.3 toward the upstream direction of the underground water flow. (Fig. 3) This horizontal water collection shaft 6 is also made of a porous material, and is used either as a hollow interior or filled with a water-permeable material.
〈ホ〉集・揚水竪状のみの実施例
以上の実施例は、集・揚水竪状2と集水竪状3とを並列
に構築する構成である。<E> Embodiment with only collection/pumping verticals The above embodiments have a configuration in which the collecting/pumping verticals 2 and the water collecting verticals 3 are constructed in parallel.
しかし、第4図に示すように集・揚水竪状2のみを構築
し、この集・揚水竪状2から水平方向に多数本の集水横
坑6を放射状に構築する構造を採用することもできる。However, as shown in Fig. 4, it is also possible to adopt a structure in which only the collection/pumping vertical 2 is constructed, and a large number of water collection horizontal shafts 6 are constructed radially in the horizontal direction from this collection/pumping vertical 2. can.
〈本発明の効果〉
本発明は上記のような構造であるから、次のような効果
を達成することができる。<Effects of the Present Invention> Since the present invention has the above structure, the following effects can be achieved.
くイ〉多数本の集水竪状を、水平方向の連絡集水横坑に
よって連結してあり集水竪状の間の水の移動が自由であ
る。A large number of water collection verticals are connected by horizontal connecting water collection shafts, allowing water to move freely between the water collection verticals.
したがって小数本の集・揚水竪状のみに揚水装置を設置
しておくだけで、広い範囲の集水竪状からの水を揚水す
ることができ、管理がきわめて容易である。Therefore, water can be pumped from a wide range of water collection verticals by simply installing water pumping devices in only a small number of collection/pumping verticals, making management extremely easy.
〈口〉水平方向に、集水も可能な連絡横坑が設けである
から、広い範囲の集水が可能であり、集水竪状の構築本
数を従来の構造よりも減らすことができる。<Entrance> Since there is a connecting shaft in the horizontal direction that can also collect water, it is possible to collect water over a wide range, and the number of water collection vertical structures can be reduced compared to conventional structures.
第1図9本発明の集水構造の実施例の説明図第2〜4図
:他の実施例の説明図Figure 1 9 An explanatory diagram of an embodiment of the water collection structure of the present invention Figures 2 to 4: An explanatory diagram of another embodiment
Claims (1)
の壁面は多孔質状態に構成し、 竪坑間を集水横坑で連結し、 この集水横坑も多孔質の材料で構成し、 少数の竪坑には揚水設備を設けた、 地下水の集水方法(1) Construct multiple shafts that penetrate the permeable layer, the walls of these shafts are porous, and the shafts are connected by water collection shafts, and these water collection shafts are also made of porous material. A groundwater collection method in which a small number of shafts are equipped with pumping equipment.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10578989A JPH02285115A (en) | 1989-04-27 | 1989-04-27 | Collecting method for groundwater |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10578989A JPH02285115A (en) | 1989-04-27 | 1989-04-27 | Collecting method for groundwater |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH02285115A true JPH02285115A (en) | 1990-11-22 |
Family
ID=14416903
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10578989A Pending JPH02285115A (en) | 1989-04-27 | 1989-04-27 | Collecting method for groundwater |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH02285115A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5316410A (en) * | 1992-06-09 | 1994-05-31 | Blume Robert F | Foundation drainage system |
KR100344963B1 (en) * | 2000-05-09 | 2002-07-20 | 최춘식 | Method for using an intermediate water supply by recycling subterranean water in build |
JP2005240507A (en) * | 2004-02-27 | 2005-09-08 | Kurimoto Concrete Industries Ltd | Rain water storage tank and its construction method |
JP2005248679A (en) * | 2004-03-04 | 2005-09-15 | Toshiaki Ishiyama | Underground water content adjustment system |
US8182174B2 (en) * | 2009-09-03 | 2012-05-22 | Yi-Chen Tsai | Drainage system for directing surface water to underground strata |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS54112550A (en) * | 1978-02-21 | 1979-09-03 | Saku Kk | Method of pumping up water from well group |
JPS6164785A (en) * | 1984-09-06 | 1986-04-03 | Dainippon Ink & Chem Inc | Nematic liquid crystal composition |
JPS61126209A (en) * | 1984-11-20 | 1986-06-13 | Okumura Constr Co Ltd | Collecting and draining of well |
-
1989
- 1989-04-27 JP JP10578989A patent/JPH02285115A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS54112550A (en) * | 1978-02-21 | 1979-09-03 | Saku Kk | Method of pumping up water from well group |
JPS6164785A (en) * | 1984-09-06 | 1986-04-03 | Dainippon Ink & Chem Inc | Nematic liquid crystal composition |
JPS61126209A (en) * | 1984-11-20 | 1986-06-13 | Okumura Constr Co Ltd | Collecting and draining of well |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5316410A (en) * | 1992-06-09 | 1994-05-31 | Blume Robert F | Foundation drainage system |
KR100344963B1 (en) * | 2000-05-09 | 2002-07-20 | 최춘식 | Method for using an intermediate water supply by recycling subterranean water in build |
JP2005240507A (en) * | 2004-02-27 | 2005-09-08 | Kurimoto Concrete Industries Ltd | Rain water storage tank and its construction method |
JP4590196B2 (en) * | 2004-02-27 | 2010-12-01 | 栗本コンクリート工業株式会社 | Rainwater storage tank and construction method thereof |
JP2005248679A (en) * | 2004-03-04 | 2005-09-15 | Toshiaki Ishiyama | Underground water content adjustment system |
US8182174B2 (en) * | 2009-09-03 | 2012-05-22 | Yi-Chen Tsai | Drainage system for directing surface water to underground strata |
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