JPH0688327A - Stratified pumping injection device for well - Google Patents
Stratified pumping injection device for wellInfo
- Publication number
- JPH0688327A JPH0688327A JP24105392A JP24105392A JPH0688327A JP H0688327 A JPH0688327 A JP H0688327A JP 24105392 A JP24105392 A JP 24105392A JP 24105392 A JP24105392 A JP 24105392A JP H0688327 A JPH0688327 A JP H0688327A
- Authority
- JP
- Japan
- Prior art keywords
- water
- pumping
- packer
- aquifer
- well
- 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
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、複数の帯水層を有する
地盤に構築された井戸に設置されて、前記帯水層に層別
に揚水又は注水を行うための井戸の層別揚水注水装置に
関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a stratified pumping water injection device for a well installed in a well constructed on a ground having a plurality of aquifers and for pumping or pouring water into the aquifers layer by layer. Regarding
【0002】[0002]
【従来の技術発明が解決しようとする課題】従来、複数
の帯水層を有する地盤において、前記各帯水層に対して
層別に揚水を行う際には、地盤に設けた井戸内に層別揚
水装置を設置するとともに、前記地盤に帯水層から揚水
した水を注水する注水井戸を前記揚水用と別途に設ける
必要があった。しかしながら、前記のような井戸の層別
揚水注水装置の場合、2本の井戸を掘削する必要が生じ
て、多くの敷地を確保しなけらばならない上、工期の延
長、施工コストの増大等といった各種問題が生じてい
た。また、前記注水井戸は、前記層別揚水装置に適合す
る帯水層に水を注水可能に構成する必要から、前記揚水
側と離れた位置で揚水側と適合する帯水層を限定する必
要があるから、その施工が大変である。2. Description of the Related Art Conventionally, in a ground having a plurality of aquifers, when pumping water into each of the aquifers layer by layer, stratification is performed in a well provided in the ground. It was necessary to install a pumping device and to provide a water injection well for injecting water pumped from the aquifer to the ground separately from the pumping well. However, in the case of the stratified pumping water injection device for wells as described above, it is necessary to excavate two wells, and many sites must be secured, and the construction period is extended and construction costs are increased. There were various problems. Further, since the water injection well is configured to be able to inject water into an aquifer suitable for the stratified water pumping device, it is necessary to limit the aquifer compatible with the pumping side at a position apart from the pumping side. Because of that, the construction is difficult.
【0003】本発明は、前述の課題に鑑みてなされたも
ので、一本の井戸で層別揚水及び層別注水の双方を可能
にして、施工能率の向上及び施工コストの低減を実現す
ることができる井戸の層別揚水注水装置を提供すること
を目的とするものである。The present invention has been made in view of the above-mentioned problems, and enables both layer-wise pumping and layer-wise water injection with a single well to realize improvement of construction efficiency and reduction of construction cost. The purpose of the present invention is to provide a stratified pumped water injection device capable of performing well.
【0004】[0004]
【課題を解決するための手段】請求項1記載の発明で
は、複数の帯水層を有する地盤に掘削された井戸内に、
前記複数の帯水層の内、揚水用の帯水層の望む位置に他
の地層との間を止水体で止水した揚水用遮水パッカが配
置されると共に、注水用の帯水層の望む位置に他の地層
との間を止水体で止水した注水用遮水パッカが配置さ
れ、前記揚水用遮水パッカには、前記揚水用帯水層から
湧出水を流量調節して揚水用遮水パッカ内部に流入させ
るバルブと、内部に流入した水を前記注水用遮水パッカ
に導入するための導入手段の一端が設けられ、前記注水
用遮水パッカには、その内部に揚水用遮水パッカ内部に
流入した揚水用帯水層の水を内部に導入する前記導入手
段の他端が設けられると共に、前記パッカ内に導入した
水を前記注水用帯水層に流量調節して注水するバルブが
設けられていることを特徴とする井戸の層別揚水注水装
置を前記課題の解決手段とした。According to the invention of claim 1, in a well excavated in a ground having a plurality of aquifers,
Among the plurality of aquifers, at the desired position of the aquifer for pumping, a water-impervious packer for pumping that stops the water between the other formations with a waterstop is arranged, and the aquifer for water injection A water impervious packer for stopping water from other geological formations with a water stop is placed at a desired position, and the water impervious packer for pumping water is used for pumping water by adjusting the flow rate of spring water from the aquifer for pumping water. A valve that allows the water to flow into the water-impermeable packer and one end of an introducing means that introduces the water that has flowed into the water-impermeable packer into the water-impermeable packer are provided. The other end of the introducing means for introducing the water of the pumping aquifer flowing into the water packer into the inside is provided, and the water introduced into the packer is injected into the water injecting aquifer by adjusting the flow rate. A layered pumped water injection device for wells characterized in that a valve is provided to solve the above problems. It was the stage.
【0005】請求項2記載の発明では、前記請求項1記
載の井戸の層別揚水注水装置であって、前記揚水用遮水
パッカには、前記揚水用帯水層から湧出水を流量調節し
て揚水用遮水パッカ内部に流入させるバルブが設けられ
るとともに、流入した湧出水を上方に揚水、導入する揚
水用ポンプ及び揚水管が付設されていることを特徴とす
る井戸の層別揚水注水装置を前記課題の解決手段とし
た。According to a second aspect of the present invention, there is provided the stratified pumping water injection device for a well according to the first aspect, wherein the flow rate of the outflow water from the pumping aquifer is adjusted in the pumping impermeable packer. A pump for supplying and introducing the inflowing water upward and a pumping pipe for pumping the inflowing water upward are additionally provided, and a stratified pumping water injection device for wells, which is characterized in that Was used as a means for solving the above problems.
【0006】請求項3記載の発明では、1以上の揚水用
帯水層を有する揚水領域と、揚水領域の下方に位置し、
2以上の注水用帯水層を有してなる注水領域とを有する
地盤に掘削された井戸内に設置して前記帯水層に対して
揚水又は注水を行う層別揚水注水装置であって、井戸内
に、前記複数の帯水層の内、揚水用の帯水層の望む位置
に他の地層との間を止水体で止水した揚水用遮水パッカ
が配置され、前記揚水用遮水パッカには、前記揚水用帯
水層から湧出水を流量調節して揚水用遮水パッカ内部に
流入させるバルブと、内部に流入した水を前記注水用遮
水パッカに導入するための導入手段の一端が設けられ、
前記注水領域内には、揚水用遮水パッカ内部に流入した
揚水用帯水層の水を内部に導入する前記導入手段の他端
と、一の注水用帯水層と他の注水用帯水層との間を止水
する止水盤と、前記導入管及びポンプにより導入された
水を流量調節して前記一の注水用帯水層に導く導水流路
及びバルブと、同水を流量調節した上で前記他の注水用
帯水層に導く導水流路及び他のバルブとが設けられてい
ることを特徴とする井戸の層別揚水注水装置を前記課題
の解決手段とした。According to a third aspect of the present invention, a pumping region having one or more aquifers for pumping, and a region below the pumping region,
A stratified pumping apparatus for pumping or pouring water to the aquifer, which is installed in a well excavated in the ground having a pouring region having two or more aquifers for pouring, In the well, a water-impervious packer for water pumping, which has a water stop between the other layers, is placed at a desired position of the aquifer for water pumping among the plurality of aquifers. In the packer, a valve for adjusting the flow rate of the spring water from the pumping aquifer to flow into the pumping water impervious packer, and an introducing means for introducing the water that has flowed into the packer into the water injection impervious packer One end is provided,
In the water injection area, the other end of the introduction means for introducing the water of the pumping aquifer, which has flowed into the pumping impermeable packer into the inside, one water injection layer and another water injection water A water stop panel for stopping water between the layers, a water guiding channel and a valve for guiding the flow rate of the water introduced by the introducing pipe and the pump to the one water injection aquifer, and the flow rate of the water. A layered pumped water injection device for a well, which is provided with a water conduit and another valve for leading to the other water injection aquifer as described above, is a means for solving the above problems.
【0007】請求項4記載の発明では、前記請求項3記
載の井戸の層別揚水注水装置であって、前記揚水用遮水
パッカには、前記揚水用帯水層から湧出水を流量調節し
て揚水用遮水パッカ内部に流入させるバルブが設けられ
るとともに、流入した湧出水を上方に揚水、導入する揚
水用ポンプ及び揚水管が付設されていることを特徴とす
る井戸の層別揚水注水装置を前記課題の解決手段とし
た。According to a fourth aspect of the present invention, there is provided the stratified pumping water injection device for a well according to the third aspect, wherein the flow rate of the spring water from the pumping aquifer is adjusted to the pumping water impermeable packer. A pump for supplying and introducing the inflowing water upward and a pumping pipe for pumping the inflowing water upward are additionally provided, and a stratified pumping water injection device for wells, which is characterized in that Was used as a means for solving the above problems.
【0008】請求項5記載の発明では、前記請求項1又
は2記載の井戸の層別揚水注水装置であって、前記注水
用遮水パッカ内に少なくとも導入手段で注水した水を揚
水可能な注水領域揚水用ポンプ及び揚水管が設けられて
いることを特徴とする井戸の層別揚水注水装置を前記課
題の解決手段とした。According to a fifth aspect of the present invention, there is provided the stratified pumping water injection device for a well according to the first or second aspect, which is capable of pumping at least the water injected by the introducing means into the water-impermeable packing packer. A stratified pumping water injection device for a well, which is provided with a region pumping pump and a pumping pipe, is used as a means for solving the above problems.
【0009】請求項6記載の発明では、前記請求項3又
は4記載の井戸の層別揚水注水装置であって、前記揚水
用遮水パッカと止水盤との間に、少なくとも導入手段で
注水した水を揚水可能な注水領域揚水用ポンプ及び揚水
管が設けられていることを特徴とする井戸の層別揚水注
水装置を前記課題の解決手段とした。According to a sixth aspect of the present invention, in the well-layered pumped water injection device according to the third or fourth aspect, water is injected by at least an introducing means between the water impervious packer for pumping water and the water stop board. A stratified pumping water injection device for a well, which is provided with a pump for pumping water and a pumping pipe for pumping water, is a means for solving the above problems.
【0010】[0010]
【作用】請求項1記載の井戸の層別揚水注水装置によれ
ば、止水体を井戸内壁面に密接させることにより、井戸
内部を上下方向で地盤の各帯水層に対応する空間に仕切
る。前記状態において、揚水用遮水パッカのバルブを適
切量開口すれば、前記仕切られた空間に流入している帯
水層からの湧出水が、バルブを介して目的流量でパッカ
内部に流入される。揚水用遮水パッカ内に流入した水
は、導入手段を介して注水用遮水パッカに導入される。
注水用遮水パッカにあっては、導入手段の注水量と、バ
ルブの開口量とを調節することにより、注水用帯水層へ
の注水が流量調節される。According to the stratified well pumping water injection device according to the first aspect, the interior of the well is partitioned in the vertical direction into spaces corresponding to the respective aquifers of the ground by bringing the water stop body into close contact with the inner wall surface of the well. In the above-mentioned state, if the valve of the water-impermeable packer for pumping water is opened by an appropriate amount, the spring water flowing from the aquifer flowing into the partitioned space flows into the packer at the target flow rate through the valve. . The water that has flowed into the water impervious packer for pumping is introduced into the water impervious packer through the introducing means.
In the water-impervious packer for water injection, the flow rate of water injection to the aquifer for water injection is adjusted by adjusting the water injection amount of the introduction means and the opening amount of the valve.
【0011】請求項2記載の井戸の層別揚水注水装置に
よれば、前記請求項1記載の井戸の層別揚水注水装置の
作用に加えて、前記パッカ内部に流入した水を揚水用ポ
ンプ及び揚水管を介して地上等に揚水して、装置の揚水
量を増強する。According to the stratified pumping water injection device for a well according to claim 2, in addition to the function of the stratified pumping water injection device for a well according to claim 1, the pumping pump for pumping the water flowing into the inside of the packer is provided. Water is pumped to the ground via a water pump to increase the pumping volume of the equipment.
【0012】請求項3記載の井戸の層別揚水注水装置に
よれば、揚水用帯水層の水は、バルブを介して揚水用遮
水パッカ内に流入された後、導入手段を介して注水領域
方向に導かれるとともに導水流路に分水され、各導水流
路及び導水流路に付設されているバルブを介して目的の
流量で各注水用帯水層に注水される。According to the stratified pumping water injection device for a well according to claim 3, the water in the pumping aquifer is introduced into the pumping impermeable packer through the valve and then injected through the introducing means. The water is guided to the area direction and is divided into a water guiding flow path, and water is injected into each water injection aquifer at a desired flow rate through each water guiding flow path and a valve attached to the water guiding flow path.
【0013】請求項4記載の井戸の層別揚水注水装置に
よれば、前記請求項3記載の井戸の層別揚水注水装置の
作用に加えて、前記パッカ内部に流入した水を揚水用ポ
ンプ及び揚水管を介して地上等に揚水して、装置の揚水
量を増強する。According to the stratified pumping water injection device for a well described in claim 4, in addition to the function of the stratified pumping water injection device for a well according to claim 3, the pumping pump for pumping the water flowing into the inside of the packer is provided. Water is pumped to the ground via a water pump to increase the pumping volume of the equipment.
【0014】請求項5記載の井戸の層別揚水注水装置に
よれば、注水用遮水パッカ内において、少なくとも導入
手段で導かれた水を注水領域揚水用ポンプで揚水して導
入手段の開口部の注水の水流速を増大して、前記開口部
のつまりや開口部近傍への泥の堆積等を防止する。According to the stratified pumping water injection device for a well according to claim 5, in the water-impermeable packing packer, at least the water guided by the introducing means is pumped up by the pump for pumping the water in the injection area, and the opening of the introducing means is opened. The water flow velocity of the water is increased to prevent the clogging of the opening and the accumulation of mud in the vicinity of the opening.
【0015】請求項6記載の井戸の層別揚水注水装置に
よれば、揚水用遮水パッカと止水盤の間の水を注水領域
揚水用ポンプで揚水して導入手段の開口部の注水の水流
速を増大して、前記開口部のつまりや開口部近傍への泥
の堆積等を防止する。According to the well-layered pumping water injection device of claim 6, the water between the water-impermeable packing packer and the water stop plate is pumped by the pump for pumping the water in the water-injection region, and the water is injected at the opening of the introducing means. The flow velocity is increased to prevent the accumulation of mud in the opening and the vicinity of the opening.
【0016】[0016]
【実施例】以下本発明の第1実施例を、図1及び図2を
参照して説明する。図中符号1は地盤、2,3,4,5
は第1、第2、第3、第4の帯水層、6は井戸管、10
は本実施例の井戸の層別揚水注水装置、11は止水体、
12は水圧計、13は連結体(導入手段)、20は揚水
用遮水パッカ、21は揚水用ポンプ、22は揚水管、3
0は注水用遮水パッカ、31は注水用ポンプ(導入手
段)、32は注水管(導入手段)、23,24,33,
34は第1、第2、第3、第4のバルブである。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A first embodiment of the present invention will be described below with reference to FIGS. In the figure, reference numeral 1 is the ground, 2, 3, 4, 5
Is the first, second, third, and fourth aquifers, 6 is a well tube, 10
Is a layered pumped water injection device of the well of the present embodiment, 11 is a water stop body,
Reference numeral 12 is a water pressure gauge, 13 is a connecting body (introducing means), 20 is a water blocking packer for pumping water, 21 is a pump for pumping water, 22 is a pumping pipe, 3
0 is an impervious packer for water injection, 31 is a water injection pump (introduction means), 32 is a water injection pipe (introduction means), 23, 24, 33,
Reference numeral 34 denotes first, second, third and fourth valves.
【0017】前記地盤1は、互いに離間して水平方向に
延在する複数の不透水性土層7と、該不透水性土層7、
7の間に形成された帯水層2,3,4,5とで構成され
ている。井戸管6は、前記地盤1を垂直に掘削して形成
した掘削孔の壁面に構築した鉄筋コンクリート製の円筒
状壁体であって、前記帯水層2,3,4,5の望む位置
にフィルタ8及びスクリーン8’が設けられている。前
記帯水層の間に存在するう不透水性土層7付近には、グ
ラウト等による遮水体7’が設けられている。The ground 1 has a plurality of impermeable soil layers 7 which are separated from each other and extend in the horizontal direction, and the impermeable soil layers 7,
It is composed of aquifers 2, 3, 4, and 5 formed between 7. The well pipe 6 is a cylindrical wall body made of reinforced concrete constructed on the wall surface of an excavation hole formed by vertically excavating the ground 1, and filters at desired positions of the aquifers 2, 3, 4, and 5. 8 and a screen 8'are provided. In the vicinity of the impermeable soil layer 7 existing between the aquifers, a water shield 7 ′ made of grout or the like is provided.
【0018】図1に示すように、揚水注水装置10は、
複数の帯水層2,3,4,5を有する地盤1に掘削され
た井戸内に、前記複数の帯水層2,3,4,5の内、地
盤1の上部に位置する揚水用の帯水層2,3の望む位置
に配置した揚水用遮水パッカ20と、この揚水用遮水パ
ッカ20の直下に取り付けられて前記帯水層2,3の下
部に位置する注水用の帯水層4,5の望む位置に配置し
た注水用遮水パッカ30とで構成されている。図中鎖線
で示す注水管32は、揚水用遮水パッカ20への揚水用
帯水層2,3の水が注水用ポンプ31に導かれるような
構造になっている。また、同様の目的で、揚水用遮水パ
ッカ20と注水用遮水パッカ30が直接連結されること
もあり、この場合は、図に示す注水管32は不要であ
る。As shown in FIG. 1, the pumped water injection device 10 includes
In a well excavated in the ground 1 having a plurality of aquifers 2, 3, 4, 5 for pumping, which is located above the ground 1 among the plurality of aquifers 2, 3, 4, 5 A water impregnation packer 20 for pumping which is arranged at a desired position of the aquifers 2, 3 and an aeration water for pouring which is attached immediately below the water impregnation packer 20 for pumping and which is located under the aquifers 2, 3 It is composed of a water-impervious packer 30 placed at a desired position of the layers 4 and 5. The water injection pipe 32 shown by a chain line in the figure has a structure such that the water of the aquifers 2, 3 for pumping to the impervious packer 20 for pumping water is guided to the pump 31 for water injection. Further, for the same purpose, the water impregnation packer 20 for pumping water and the water impregnation packer 30 for water injection may be directly connected, and in this case, the water injection pipe 32 shown in the figure is not necessary.
【0019】前記揚水用遮水パッカ20は、前記帯水層
2,3内の地下水を揚水する揚水用ポンプ21及び揚水
管22と、それぞれの揚水用帯水層2,3から湧出水を
流量調節して揚水用遮水パッカ20内部に流入させる第
1、第2のバルブ23、24を備えてなっている。揚水
用遮水パッカ20の本体は、水密な材料で形成された中
空円柱体であって、帯水層2の上下に延在する不透水性
土層7、7の望む位置に、上下方向への水の流通を遮断
する止水体11が設けられている。各止水体11は、揚
水注水装置10の外周を囲む形態のリング状のゴム等で
なる袋体であって、水や空気等の流体を内部に封入して
膨張させることにより、井戸管6の内壁面に密接されて
井戸管6の内部を上下方向に遮水するものである。The water impervious packer 20 for pumping water pumps a pump 21 and a pump 22 for pumping groundwater in the aquifers 2 and 3, and discharges water from the pumping aquifers 2 and 3 respectively. It is provided with first and second valves 23 and 24 which are adjusted to flow into the pumping water impermeable packer 20. The main body of the water-impermeable packer 20 for pumping water is a hollow columnar body formed of a watertight material, and is vertically positioned at a desired position of the impermeable soil layers 7, 7 extending above and below the aquifer 2. A water shut off body 11 is provided to shut off the flow of water. Each water stop body 11 is a bag made of a ring-shaped rubber or the like that surrounds the outer circumference of the pumped-water injection device 10, and is filled with a fluid such as water or air to expand the inside of the well tube 6. It is in close contact with the inner wall surface and vertically shields the interior of the well pipe 6.
【0020】揚水用ポンプ21及び揚水管22は、揚水
管22の下端部を揚水用遮水パッカ20の底部に地上か
ら釣り降ろした状態に挿入されて、揚水用帯水層2,3
からの水を流入させるバルブ23及び24から揚水用遮
水パッカ20の本体内に流入した水を吸引して上方に揚
水する。したがって、揚水用ポンプ21及び揚水管22
は、揚水用帯水層2,3から注水用帯水層4,5への注
水流量が揚水用遮水パッカ20と注水用遮水パッカ30
との間を水が連通する状態に連結する連結体(導入手
段)13の注水流量に比して多い場合や、揚水用帯水層
2,3からの揚水量が注水用帯水層4,5への注水量に
対して多い場合等に揚水用帯水層2,3から揚水して、
揚水注水装置10の揚水能力を補助する。The pumping pump 21 and the pumping pipe 22 are inserted in a state where the lower end of the pumping pipe 22 is fished down from the ground to the bottom of the pumping impermeable packer 20 to lift the pumping aquifers 2, 3
The water that has flowed into the main body of the pumping water impermeable packer 20 is sucked from the valves 23 and 24, and the water is pumped upward. Therefore, the pump 21 for pumping water and the pumping pipe 22
Indicates that the flow rate of water injection from the aquifers 2 and 3 for pumping to the aquifers 4 and 5 for water injection is the impervious packer 20 for pumping and the impervious packer 30 for pouring.
When the flow rate is higher than that of the connection body (introducing means) 13 that connects the water supply with the connection body (introduction means) 13, or the amount of pumped water from the pumping aquifers 2 and 3 is 4 If there is a large amount of water to be injected into 5, pump from the aquifers 2 and 3 for pumping,
The pumping capacity of the pumped water injection device 10 is assisted.
【0021】第1のバルブ23及び第2のバルブ24
は、それぞれ揚水用の帯水層2又は帯水層3の望む位置
で開口し、かつ地上から開口量を調整可能に構成されて
いる。また、第1のバルブ23及び第2のバルブ24
は、開口位置がそれぞれ前記揚水用遮水パッカ20の上
部に取り付けられた止水体11の上方又は上下の止水体
11、11の間であって、帯水層2又は帯水層3から湧
出した水が止水体11を底として井戸管6の内壁と揚水
用遮水パッカ20の間に溜まって水位が上昇した際に揚
水用遮水パッカ20内部に流入するようになっている。
第1のバルブ23及び第2のバルブ24の直上部には、
前記滞留した水の水位を検知するための水圧計12が取
り付けられている。揚水用遮水パッカ20の内部は、下
端部を含む全体が中空状になっていて、揚水した水が前
記連結体13を介して下位の注水用遮水パッカ30に自
重で流入することにより導入されるような構造になって
いる。なお、止水体11の内部に封入する流体は、目的
能力を満足すれば土砂等を混入してもよい。また、止水
体11は、井戸管6内を上下方向に遮水するものであれ
ば、板材等の他の部材であってもよい。First valve 23 and second valve 24
Are configured to open at desired positions of the aquifer 2 or the aquifer 3 for pumping, respectively, and the opening amount can be adjusted from the ground. In addition, the first valve 23 and the second valve 24
Has an opening position between the water stop bodies 11 above and below or above and below the water stop body 11 attached to the upper part of the water-impermeable packer 20 for pumping water, and springs out from the aquifer 2 or the aquifer 3. When the water is accumulated between the inner wall of the well pipe 6 and the pumping water impermeable packer 20 with the water stop body 11 as the bottom and the water level rises, the water flows into the pumping water impermeable packer 20.
Directly above the first valve 23 and the second valve 24,
A water pressure gauge 12 for detecting the water level of the accumulated water is attached. The whole of the pumping water impermeable packer 20 for pumping is hollow, including the lower end, and the pumped water is introduced by its own weight into the lower water impregnating water packer 30 through the connecting body 13. The structure is as shown. Note that the fluid sealed in the water blocking body 11 may be mixed with earth and sand as long as the target capability is satisfied. Further, the water blocking body 11 may be another member such as a plate material as long as it blocks water in the well pipe 6 in the vertical direction.
【0022】注水用遮水パッカ30は、その内部に揚水
用遮水パッカ20内部に流入した揚水用帯水層2,3の
水、つまり上方から注水用の水を導入する注水用ポンプ
31及び注水管32が設けられると共に、前記パッカ3
0内に導入した水を前記注水用帯水層4,5に流量調節
して注水する第3、第4のバルブ33、34が設けられ
てなっている。注水用遮水パッカ30の本体は、水密な
材料で形成された中空円柱体であって、帯水層4と帯水
層5の間に延在する不透水性土層7の望む位置に、上下
方向への水の流通を遮断する止水体11が設けられてい
る。また、注水用遮水パッカ30の本体は、前記揚水用
遮水パッカ20の本体と上下方向に連続する形態に形成
されるとともに、揚水用遮水パッカ20との間に内部で
水が連通する中空状の連結体13が設けられている。The water impervious packer 30 has a water injecting pump 31 and a water injecting pump 31 for introducing water from the aquifers 2 and 3 for pumping, that is, water for injecting water from above. The water injection pipe 32 is provided, and the packer 3 is provided.
There are provided third and fourth valves 33 and 34 for adjusting the flow rate of the water introduced into 0 into the aquifers 4 and 5 for water injection. The main body of the water impervious packer 30 is a hollow columnar body formed of a watertight material, at a desired position of the impermeable soil layer 7 extending between the aquifers 4 and 5. A water stop body 11 is provided to block the flow of water in the vertical direction. Further, the main body of the water impervious packer 30 for water injection is formed to be vertically continuous with the main body of the water impervious packer 20 for pumping water, and water communicates with the main body of the water impermeable packer 20 for pumping inside. A hollow connecting body 13 is provided.
【0023】第3のバルブ33及び第4のバルブ34
は、それぞれ帯水層4又は帯水層5の望む位置で開口
し、かつ地上から開口量を調整可能に構成されている。
また、第3のバルブ33及び第4のバルブ34は、開口
位置がそれぞれ、前記止水体11を介して上下に離間し
た位置であって、互いに注水した水が相手方向に流入し
ないようになっている。第3のバルブ33の直上部及び
第4のバルブ34の直下には、前記滞留した水の水位を
検知するための水圧計12が取り付けられている。な
お、揚水注水装置10は、全体が吊支ワイヤ14を介し
て地上から吊支された状態に保持されるとともに、各止
水体11が井戸管6の内壁面に密接されて、井戸管6内
の目的の位置に静止状態でセットされている。Third valve 33 and fourth valve 34
Are configured to open at desired positions of the aquifer 4 and the aquifer 5, respectively, and have an adjustable opening amount from the ground.
In addition, the third valve 33 and the fourth valve 34 have opening positions that are vertically separated from each other with the water blocking body 11 interposed therebetween, so that water that has been poured into each other does not flow in the opposite direction. There is. The water pressure gauge 12 for detecting the water level of the accumulated water is attached just above the third valve 33 and just below the fourth valve 34. The pumped water injection device 10 is held in a state of being suspended from the ground via suspension wires 14, and each water stop body 11 is brought into close contact with the inner wall surface of the well pipe 6 so that the inside of the well pipe 6 is closed. It is set stationary at the target position.
【0024】以下、本実施例の作用及び項か効果を説明
する。本実施例の揚水注水装置10は、揚水用遮水パッ
カ20及び注水用遮水パッカ30を井戸管6内に上下方
向に連設した形態でしかも井戸管6内の空間を各不透水
性土層7の望む位置で止水体11で遮水しているので、
帯水層2,3の揚水と、帯水層4,5への注水を一本の
井戸で行い、しかも、各帯水層別に揚水又は注水を単独
で行うことができる。The operation and terms or effects of this embodiment will be described below. The pumped-water injection device 10 of the present embodiment has a form in which a water-impermeable packer 20 for pumping water and a water-impermeable packer 30 for water injection are vertically connected in the well pipe 6, and the space in the well pipe 6 is made of impermeable soil. Since the water blocking body 11 blocks water at the desired position of layer 7,
Pumping water to the aquifers 2 and 3 and water injection to the aquifers 4 and 5 can be performed by one well, and pumping or water injection can be independently performed for each aquifer.
【0025】すなわち、揚水注水装置10によれば、帯
水層2,3から井戸管6内部に湧出した水を、揚水用遮
水パッカ20が、第1のバルブ23又は第2のバルブ2
4を介して本体内部に流入させるとともに、集水した水
を前記連結体13を介して注水用遮水パッカ30に導入
する。揚水用帯水層2,3からの湧水の揚水用遮水パッ
カ20内部への取り込み流量は、地上からの制御で第1
のバルブ23又は第2のバルブ24の開口量を制御する
ことにより調整される。一方、注水用遮水パッカ30
は、注水用ポンプ31及び注水管32を介して地上から
供給して注水用遮水パッカ30内に貯溜した水を、第3
のバルブ33又は第4のバルブ34を介して、揚水用遮
水パッカ20の下部の止水体11と注水用遮水パッカ3
0の止水体11との間に囲まれた井戸管6内の空間に注
水することにより、フィルタ8及びスクリーン8’を介
して帯水層4又は帯水層5に供給する。帯水層4又は帯
水層5への注水の流量は、それぞれ地上から第3のバル
ブ33又は第4のバルブ34の開口量を制御して調整す
る。That is, according to the pumped water injection device 10, the water that has sprung from the aquifers 2, 3 to the inside of the well pipe 6 is transferred to the pumping impermeable packer 20 by the first valve 23 or the second valve 2.
The water is introduced into the inside of the main body via 4 and the collected water is introduced into the water impregnating packer 30 via the connecting body 13. The intake flow rate of the spring water from the pumping aquifers 2 and 3 to the inside of the pumping impervious packer 20 for pumping is first controlled by the ground.
It is adjusted by controlling the opening amount of the valve 23 or the second valve 24. On the other hand, water-impervious packer 30 for water injection
Is the third water supplied from the ground through the water injection pump 31 and the water injection pipe 32 and stored in the water injection impervious packer 30.
Through the valve 33 or the fourth valve 34 of FIG.
The water is supplied to the aquifer 4 or the aquifer 5 through the filter 8 and the screen 8 ′ by injecting water into the space inside the well pipe 6 surrounded by the water stop body 11 of 0. The flow rate of water injection into the aquifer 4 or the aquifer 5 is adjusted by controlling the opening amount of the third valve 33 or the fourth valve 34 from the ground, respectively.
【0026】したがって、本実施例の揚水注水装置10
は、一本の井戸管6で帯水層4層の帯水層に対して、そ
れぞれ別々の流量で揚水又は注水できるから、地盤1に
複数の井戸管6を構築する必要がなく、揚水及び注水の
コストを大幅に減少することができる上、各バルブを目
的の帯水層に望む位置に正確に位置させることが容易で
その施工能率が向上する。また、揚水用帯水層2,3か
ら揚水した水を注水用帯水層4,5への注水に用いるの
で、地上に水が出ることや、地上からの導水等の必要が
なくなり、下水処理コストの低減や、環境保全等に有効
である。加えて、揚水用ポンプ21及び揚水管22を設
ければ、揚水用帯水層2,3から揚水して揚水能力を増
強することができるので、揚水用帯水層2,3から注水
用帯水層4,5への注水流量が連結体13の注水流量に
比して多い場合や、揚水用帯水層2,3からの揚水量が
注水用帯水層4,5への注水量に対して多い場合等にも
対応することができ、揚水注水装置10の汎用性が向上
する。Therefore, the pumped water injection apparatus 10 of this embodiment
Is capable of pumping or pouring water at different flow rates for each of the four aquifers with one well pipe 6, so there is no need to construct multiple well pipes 6 in the ground 1, The water injection cost can be greatly reduced, and it is easy to accurately position each valve in a desired aquifer at the desired position, which improves the construction efficiency. Moreover, since the water pumped from the aquifers 2 and 3 for pumping is used for injecting water to the aquifers 4 and 5 for pouring, there is no need for water to come out to the ground or to transfer water from the ground, so that sewage treatment is possible. It is effective for cost reduction and environmental protection. In addition, if the pump 21 for pumping water and the pumping pipe 22 are provided, the pumping capacity can be enhanced by pumping water from the aquifers 2 and 3 for pumping. When the flow rate of water injected to the water layers 4 and 5 is higher than the water flow rate of the connector 13, or the amount of water pumped from the aquifers 2 and 3 for pumping is the amount of water injected to the aquifers 4 and 5 for water injection. On the other hand, it is possible to deal with a large number of cases and the versatility of the pumped water injection device 10 is improved.
【0027】なお、本実施例において、揚水用遮水パッ
カ20又は注水用遮水パッカ30の止水体11及びバル
ブを多数設けて、さらに多くの帯水層に対応する形態に
構成してもよい。前記の場合、各バルブは、止水体11
及び井戸管6で水密に仕切られた空間に離間して設け
る。また、前記と逆に、揚水用遮水パッカ20又は注水
用遮水パッカ30のバルブ及び止水体11を減少して、
対応する帯水層の少ない構成としてもよい。In this embodiment, a large number of water blocking bodies 11 and valves of the water impregnating packer 20 for pumping water or the water impregnating packer 30 for water injection may be provided to form a form corresponding to more aquifers. . In the above case, each valve has a water blocking body 11
Also, the well pipes 6 are provided separately in a space that is partitioned in a watertight manner. Further, conversely to the above, the number of valves and the water blocking body 11 of the water impervious packer 20 for pumping water or the impervious packer 30 for water injection is reduced,
It may be configured to have a small number of corresponding aquifers.
【0028】加えて、図2に示すように、前記揚水注水
装置10は、注水用遮水パッカ30本体の内部空間に注
水領域揚水用ポンプ40及び揚水管41を設けて注水用
遮水パッカ30本体内の水を揚水すれば、揚水用帯水層
2,3からの揚水量を増大することができるほか、注水
用ポンプ31からの注水流量を増大して注水用ポンプ3
1の開口部に取り付けられたフィルタの目づまりや開口
部周囲の土砂等の沈殿物の堆積を防止して井戸管6内の
洗浄等の期間を延長するとともに、ポンプ類の故障等の
防止に効果がある。In addition, as shown in FIG. 2, the pumped-water injection device 10 is provided with a pump 40 for pumping water and a pump pipe 41 for pumping water in the inner space of the main body of the water-impermeable packer 30 for water-injection. By pumping the water in the main body, the pumping amount from the pumping aquifers 2 and 3 can be increased, and the pumping flow rate from the pumping pump 31 can be increased to pump the pumping water 3
To prevent clogging of the filter attached to the opening of No. 1 and accumulation of sediment such as sediment around the opening to extend the period of cleaning the inside of the well pipe 6 and prevent breakdown of pumps, etc. effective.
【0029】以下、本発明の第2実施例を図3を参照し
て説明する。図中符号50は、本実施例の井戸の層別揚
水注水装置である。なお、図中、前記図1と同一の構成
部分には、同一の符号を付し、その説明を簡略化する。
揚水注水装置50は、帯水層2,3の揚水を行う揚水用
遮水パッカ60と、帯水層4,5に注水する注水制御体
70とで構成されている。A second embodiment of the present invention will be described below with reference to FIG. Reference numeral 50 in the figure is a stratified pumped water injection device for a well according to the present embodiment. In the figure, the same components as those in FIG. 1 are designated by the same reference numerals to simplify the description.
The pumped-water injection device 50 is composed of a water-impermeable packer 60 for pumping water in the aquifers 2 and 3, and a water injection control body 70 that injects water into the aquifers 4 and 5.
【0030】揚水用遮水パッカ60は、前記揚水用遮水
パッカ20の下部に注水用ポンプを取り付けた形態であ
って、前記揚水用ポンプ21及び揚水管22と等しい作
用を有する揚水用ポンプ61及び揚水管62と、帯水層
2,3の望む位置で開口する形態で設けた第5のバルブ
63、第6のバルブ64と、下端部に設けた注水用ポン
プ(導入手段)65とを備えてなっている。揚水用遮水
パッカ60の本体には各不透水性土層7の位置で井戸管
6の内部空間を上下方向に遮水する止水体11が、前記
揚水用遮水パッカ20と同様の位置に設けられている。A pumping pump 60 for pumping water is a form in which a pump for pouring water is attached to the lower part of the packing pack 20 for pumping water, and a pump 61 for pumping water having the same action as the pump 21 for pumping water and the pumping pipe 22. And a pumping pipe 62, a fifth valve 63 and a sixth valve 64 which are provided in such a manner as to open at desired positions of the aquifers 2 and 3, and a water injection pump (introducing means) 65 provided at the lower end. Be prepared. In the main body of the water-impermeable packer 60 for pumping water, a water stop body 11 for vertically shielding the inner space of the well pipe 6 at the position of each impermeable soil layer 7 is provided at the same position as the water-permeable packer 20 for pumping water. It is provided.
【0031】注水用ポンプ65は、揚水用遮水パッカ6
0の下端部において、上部を揚水用遮水パッカ60の本
体内に埋設状態として取り付けられているとともに、揚
水用遮水パッカ60と注水制御体70との間に形成され
た空間に開口部を下方に突出した形態で設けられ、揚水
用遮水パッカ60で集水した水を注水制御体70に供給
するようになっている。また、注水用ポンプ65の上部
には、前記注水管32と同様の作用を有する注水管(導
入手段)66が挿入されている。さらに、注水用ポンプ
65の上縁部には、ポンプの取水口以外の部分を遮水し
て、揚水用遮水パッカ60に流入した水を注水用ポンプ
65に集水する連結体(導入手段)67が取り付けられ
ている。なお、揚水用遮水パッカ60には、前記揚水用
遮水パッカ20と概略一致する位置に止水体11と水圧
計12と吊支ワイヤ14とが設けられている。また、前
記揚水用遮水パッカ60と注水制御体70との間に形成
された空間は、不透水性土層7に望み、遮水体7’で周
囲を囲まれているので、地盤1への漏水等がない。The water injection pump 65 is a water impregnating packer 6 for pumping water.
At the lower end of 0, the upper part is attached as a buried state in the main body of the pumping water impermeable packer 60, and an opening is formed in the space formed between the pumping water impermeable packer 60 and the water injection control body 70. It is provided so as to project downward, and the water collected by the pumping water impermeable packer 60 is supplied to the water injection control body 70. Further, a water injection pipe (introducing means) 66 having the same action as the water injection pipe 32 is inserted above the water injection pump 65. Further, at the upper edge portion of the water injection pump 65, a connection body (introduction means) that intercepts water other than the intake port of the pump and collects the water flowing into the pumping water impregnation packer 60 into the water injection pump 65. ) 67 is attached. The water impervious packer 60 for pumping water is provided with a water stop body 11, a water pressure gauge 12, and a suspension wire 14 at positions substantially corresponding to those of the water impermeable packer 20 for pumping water. In addition, the space formed between the water-impermeable packer 60 for pumping water and the water injection control body 70 is desired by the impermeable soil layer 7 and is surrounded by the water-impervious body 7 ′. There is no water leak.
【0032】注水制御体70は、井戸管6の断面方向に
設けられて井戸管6を上下方向に遮水する第1の止水盤
71、及び第1の止水盤71の下方に該第1の止水盤7
1と平行に設けられた第2の止水盤72と、第1の止水
盤71の厚さ方向に貫設されて注水用ポンプ65からの
注水を第1の止水盤71と第2の止水盤72との間の空
間に供給する第7のバルブ73と、第2の止水盤72の
厚さ方向に貫設されて前記注水を第2の止水盤72の下
方の空間に供給する導水管(導水流路)74及び第8の
バルブ75とを備えてなっている。The water injection control body 70 is provided in the cross-sectional direction of the well pipe 6 to vertically shield the well pipe 6, and below the first water stop plate 71, the first water stop plate 71 is provided. Water stop 7
The second water stop plate 72 provided in parallel with the first water stop plate 71 and the first water stop plate 71 penetrating in the thickness direction of the first water stop plate 71 to inject water from the water injection pump 65 into the first water stop plate 71 and the second water stop plate. A seventh valve 73 for supplying a space between the second water stop plate 72 and a water introducing pipe that penetrates in the thickness direction of the second water stop plate 72 and supplies the water injection to the space below the second water stop plate 72 ( A water guiding channel) 74 and an eighth valve 75 are provided.
【0033】第1の止水盤71は、前記帯水層3,4の
間に延在する不透水性土層7の望む位置で設けられてい
る。第2の止水盤72は、注水用の帯水層4と帯水層5
の間に延在する不透水性土層7の望む位置で設けられて
いる。そして、第1の止水盤71と第2の止水盤72と
は、双方の間に、井戸管6のフィルタ8及びスクリーン
8’を介して帯水層4に望む水が井戸管6の内外を自由
に連通する空間を形成している。また、第2の止水盤7
2の下方に形成されている井戸管6も、フィルタ8及び
スクリーン8’を介して帯水層4に望む水が井戸管6の
内外を自由に連通する空間に形成されている。なお、第
2の止水盤72の下方には、井戸管6の最下部の水圧を
計測する前記水圧計12が突設されている。導水管74
は、第1の止水盤71及び第2の止水盤72に貫設され
て、注水用ポンプ65の注水を第2の止水盤72の下方
の空間に導くようになっている。なお、前記注水制御体
70は、不透水性土層7の望む位置に止水盤を新設する
とともに、注水用ポンプ65と第1の止水盤71の間の
空間と各新設した止水盤の下方に形成される各空間との
間に導水管74を全ての止水盤を貫設して、さらに多数
の帯水層に対応する形態に形成してもよい。The first water stop board 71 is provided at a desired position of the impermeable soil layer 7 extending between the aquifers 3 and 4. The second water stop board 72 includes the aquifer 4 and the aquifer 5 for water injection.
It is provided at the desired position of the impermeable soil layer 7 extending between the. Then, between the first water stop board 71 and the second water stop board 72, the water desired in the aquifer 4 is passed between the inside and outside of the well tube 6 via the filter 8 of the well tube 6 and the screen 8 ′. It forms a space that communicates freely. In addition, the second water stop board 7
The well pipe 6 formed below 2 is also formed in a space where water desired for the aquifer 4 is freely communicated with the inside and outside of the well pipe 6 through the filter 8 and the screen 8 ′. The water pressure gauge 12 for measuring the water pressure at the lowermost portion of the well pipe 6 is provided below the second water stop board 72 in a protruding manner. Water conduit 74
Is pierced through the first water stop board 71 and the second water stop board 72, and guides the water injection of the water injection pump 65 to the space below the second water stop board 72. The water injection control body 70 has a new water stop board at a desired position of the impermeable soil layer 7, and a space between the water injection pump 65 and the first water stop board 71 and below each newly installed water stop board. The water conduits 74 may be formed so as to pass through all the water shutoff boards between the spaces to be formed so as to have a shape corresponding to a larger number of aquifers.
【0034】以下、前記揚水注水装置50の作用及び効
果を説明する。前記揚水注水装置50によれば、揚水用
遮水パッカ60が前記揚水注水装置10の揚水用遮水パ
ッカ20と同様の作用で帯水層2及び帯水層3の揚水を
行うとともに、揚水した水を連結体67で集水し、注水
用ポンプ65で揚水用遮水パッカ60と第1の止水盤7
1との間に形成されている空間に注水する。そして、注
水用ポンプ65からの注水を受けた注水制御体70が、
水を適切流量で注水用帯水層4又は帯水層5へ注水す
る。前記注水制御体70は、注水用ポンプ65から注水
された水を第1の止水盤71及び導水管74で受けると
ともに、適切量開口した第7のバルブ73又は第8のバ
ルブ75から、水を第1の止水盤71と第2の止水盤7
2の間の空間又は第2の止水盤72の下方の空間にそれ
ぞれ目的の流量で供給し、前記各空間から、それぞれの
空間がフィルタ8及びスクリーン8’を介して隣接する
注水用の帯水層4又は帯水層5に注水する。The operation and effect of the pumped water injection device 50 will be described below. According to the pumped water injection device 50, the pumped water impregnation packer 60 pumps the aquifer 2 and the aquifer 3 by the same action as the pumped water impregnation packer 20 of the pumped water injection device 10 and pumps water. The water is collected by the connecting body 67, and the water impregnating packer 60 and the first water stop board 7 are pumped by the water injection pump 65.
Water is poured into the space formed between 1 and 1. Then, the water injection control body 70 that receives the water injection from the water injection pump 65
Water is injected into the aquifer 4 or the aquifer 5 for water injection at an appropriate flow rate. The water injection control body 70 receives the water injected from the water injection pump 65 by the first water stop board 71 and the water conduit 74, and at the same time, the water is supplied from the seventh valve 73 or the eighth valve 75 which is opened in an appropriate amount. First water stop board 71 and second water stop board 7
The space between the two or the space below the second water shutoff plate 72 is supplied at a target flow rate, and from each of the spaces, each space is adjacent to the other via the filter 8 and the screen 8 '. Pour water into layer 4 or aquifer 5.
【0035】したがって、揚水注水装置50は、前記揚
水注水装置10の効果を有することは勿論、注水制御体
70を吊支ワイヤ14で吊支する必要が無いから、吊支
ワイヤ14で吊支すべき重量が減少して揚水注水装置5
0の吊支設備が簡単で済むほか、注水制御体70がパッ
カ等の特別な材料を必要としないから、一層のコストの
低減及び施工能率の向上が可能である。また、揚水注水
装置50は、注水制御体70が、第1の止水盤71及び
第2の止水盤72を直接井戸管6内の適切位置に固定す
るから、その固定位置が正確となって、施工精度が向上
する上、施工も簡単で、増設も容易である。加えて、揚
水注水装置50は、注水用ポンプ65と注水制御体70
とが別体の構成であるから、揚水用遮水パッカ60と注
水制御体70の間の水密を保持できるので構成であれ
ば、注水用ポンプ65を揚水用ポンプ61と第1の止水
盤71との間で設置位置が自由であり、揚水注水装置5
0の設計の自由度が向上する。Therefore, the pumped-water injection device 50 has not only the effect of the pumped-water injection device 10 but also the water-injection control body 70 does not need to be suspended by the suspension wire 14, so that it is suspended by the suspension wire 14. Pumping water injection device 5
No suspension equipment is required, and since the water injection control body 70 does not require a special material such as a packer, the cost can be further reduced and the construction efficiency can be improved. Further, in the pumped water injection device 50, since the water injection control body 70 fixes the first water stop plate 71 and the second water stop plate 72 directly to the appropriate positions in the well pipe 6, the fixing position becomes accurate, Construction accuracy is improved, construction is simple, and expansion is easy. In addition, the pumped water injection device 50 includes the water injection pump 65 and the water injection control body 70.
Since it is a separate structure, if the structure is such that the watertightness between the water-impermeable packer 60 for pumping water and the water injection control body 70 can be maintained, the water injection pump 65 is replaced by the water pump 61 for pumping water and the first water stop board 71. Installation position is free between and, and pumping water injection device 5
The degree of freedom in designing 0 is improved.
【0036】なお、前記揚水注水装置50は、注水用ポ
ンプ65と第1の止水盤71の間に前記注水領域揚水用
ポンプ40及び揚水管41を配設すれば、揚水用帯水層
2,3からの揚水量を増大することができるほか、前記
揚水注水装置10と同様に井戸管6内の洗浄の期間延長
等の効果がある。In the pumping water injection device 50, if the pump 40 for pumping water in the water injection region and the pumping pipe 41 are disposed between the pump 65 for water injection and the first water stop board 71, the pumping aquifer 2, In addition to being able to increase the amount of pumped water from 3, the effect of extending the period for cleaning the inside of the well pipe 6 as well as the pumped water injection device 10 is obtained.
【0037】[0037]
【発明の効果】以上説明したように、請求項1記載の井
戸の層別揚水注水装置によれば、揚水用遮水パッカ及び
注水用遮水パッカが井戸内に上下方向に連設されて、し
かも井戸内の空間を各不透水性土層の望む位置で止水体
で遮水しているので、一本の井戸管で複数の帯水層に対
して、それぞれ目的の流量で揚水又は注水できるから、
地盤に複数の井戸を構築する必要がなく、揚水及び注水
のコストを大幅に減少することができる上、各バルブを
目的の帯水層に望む位置に正確に位置させることが容易
でその施工能率が向上する。また、揚水用帯水層から揚
水した水を注水用帯水層への注水に用いるので、地上に
水が出ることや、地上からの導水等の必要がなくなり、
下水処理コストの低減や、環境保全等に有効である。As described above, according to the layered pumping and water injection device for a well according to claim 1, the water-impermeable packer for pumping water and the water-impermeable packer for water injection are vertically connected in the well, Moreover, since the space inside the well is blocked by the water stop at the position desired by each impermeable soil layer, it is possible to pump or pour water to multiple aquifers at the desired flow rate with a single well pipe. From
There is no need to construct multiple wells in the ground, the cost of pumping and water injection can be greatly reduced, and it is easy to accurately position each valve in the desired aquifer and its construction efficiency. Is improved. In addition, since the water pumped from the pumping aquifer is used for water injection to the water injection aquifer, there is no need for water to come out to the ground or to transfer water from the ground.
It is effective in reducing sewage treatment costs and environmental conservation.
【0038】請求項2記載の井戸の層別揚水注水装置に
よれば、前記請求項1記載の井戸の層別揚水注水装置の
作用に加えて、前記パッカ内部に流入した水を揚水用ポ
ンプ及び揚水管を介して地上等に揚水すれば、装置の揚
水能力を増強することができるので、揚水用帯水層から
注水用帯水層への注水流量が導入手段の注水流量に比し
て多い場合や、揚水用帯水層からの揚水量が注水用帯水
層への注水量に対して多い場合等にも対応することがで
き、装置の汎用性が向上する。また、揚水した水を注水
用帯水層への注水に用いれば、装置の注水能力も容易に
増強することができる。According to the stratified pumping water injection device for a well described in claim 2, in addition to the function of the stratified pumping water injection device for a well according to claim 1, the water flowing into the packer is pumped by a pump for pumping water. The pumping capacity of the device can be increased by pumping water to the ground through a pumping pipe, so the flow rate of water from the pumping aquifer to the pouring aquifer is higher than that of the introducing means. In this case, it is possible to cope with the case where the amount of water pumped from the pumping aquifer is larger than the amount of water pumped to the pouring aquifer, and the versatility of the device is improved. Further, if the pumped water is used for water injection into the water aquifer for water injection, the water injection capacity of the device can be easily enhanced.
【0039】請求項3記載の井戸の層別揚水注水装置に
よれば、前記請求項1記載の揚水注水装置の効果を有す
ることは勿論、止水盤等を直接井戸内に固定するので施
工精度が向上する上、構成が簡単でしかも注水側の構成
に特別な材料を必要としないから、施工能率の向上及び
一層のコストの低減が可能である。また、前記装置の注
水側は、増設も容易である。加えて、本発明の揚水注水
装置は、注水用ポンプが止水盤と別体で導水流路で目的
の注水空間と連結された構成であるから、揚水用遮水パ
ッカと最上部に位置する止水盤の間の水密を保持できる
構成であれば、注水用ポンプの設置位置が揚水用ポンプ
と最上部の止水盤との間で自由であり、揚水注水装置の
設計の自由度が向上する。According to the well-layered pumped-water injection device according to claim 3, the pumping-water injection device according to claim 1 is effective, and the water-stop board or the like is directly fixed in the well. In addition to the improvement, the construction is simple and no special material is required for the construction on the water injection side. Therefore, it is possible to improve the construction efficiency and further reduce the cost. Further, the water injection side of the device can be easily expanded. In addition, since the pumping water injection device of the present invention is configured such that the pump for water injection is connected to the target water injection space through the water guide passage as a separate body from the water stop panel, the water blocking packer for pumping water and the stop located at the top are connected. If the watertightness between the water basins can be maintained, the installation position of the water injection pump can be freely set between the pump for pumping water and the top water stop board, and the degree of freedom in designing the water injection and water injection device is improved.
【0040】請求項4記載の井戸の層別揚水注水装置に
よれば、前記請求項3記載の井戸の層別揚水注水装置の
作用及び効果に加えて、前記パッカ内部に流入した水を
揚水用ポンプ及び揚水管を介して地上等に揚水すれば、
装置の揚水能力を増強することができるので、揚水用帯
水層から注水用帯水層への注水流量が導入手段の注水流
量に比して多い場合や、揚水用帯水層からの揚水量が注
水用帯水層への注水量に対して多い場合等にも対応する
ことができ、装置の汎用性が向上する。また、揚水した
水を注水用帯水層への注水に用いれば、装置の注水能力
も容易に増強することができる。According to the stratified pumping water injection apparatus for a well according to claim 4, in addition to the action and effect of the stratified pumping water injection apparatus for a well according to claim 3, the water flowing into the inside of the packer is used for pumping water. If you pump water to the ground etc. via the pump and pumping pipe,
Since the pumping capacity of the device can be increased, the pumping flow rate from the pumping aquifer to the pumping aquifer is higher than the pumping flow rate of the introducing means, or the pumping amount from the pumping aquifer. Can cope with a large amount of water injecting into the aquifer for water injection, thus improving the versatility of the device. Further, if the pumped water is used for water injection into the water aquifer for water injection, the water injection capacity of the device can be easily enhanced.
【0041】請求項5記載の井戸の層別揚水注水装置に
よれば、前記請求項1又は2記載の揚水注水装置の効果
を有することは勿論、注水用遮水パッカ内において、少
なくとも導入手段で導かれた水を注水領域揚水用ポンプ
で揚水して導入手段の開口部の注水の水流速を増大し
て、前記開口部のつまりや開口部近傍への泥の堆積等を
防止するので、井戸内の洗浄等の期間を延長するととも
に、ポンプ類の故障の防止等の効果を発揮する。According to the well-layered pumped water injection device of claim 5, not only the effect of the pumped water injection device of claim 1 or 2 is obtained, but also at least the introducing means is provided in the water impregnating packer for water injection. The guided water is pumped up by a pump for pumping water in the water injection area to increase the water flow velocity of the water in the opening of the introduction means to prevent the accumulation of mud in the opening of the opening and the vicinity of the opening. In addition to prolonging the period of cleaning inside, it also has the effect of preventing pump failures.
【0042】請求項6記載の井戸の層別揚水注水装置に
よれば、前記請求項3又は4記載の揚水注水装置の効果
を有することは勿論、揚水用遮水パッカと止水盤の間の
水を注水領域揚水用ポンプで揚水して導入手段の開口部
の注水の水流速を増大して、前記開口部のつまりや開口
部近傍への泥の堆積等を防止するので、井戸内の洗浄等
の期間を延長するとともに、ポンプ類の故障の防止等の
効果を発揮する。According to the stratified pumping water injection device of the sixth aspect, in addition to having the effect of the pumping water injection device of the third or fourth aspect, the water between the water impervious packer for pumping water and the water stop board can be obtained. To pump the water in the water injection area by using a pump for pumping water to increase the water flow velocity of the water in the opening of the introducing means to prevent the accumulation of mud in the opening and the vicinity of the opening. The effect of preventing the breakdown of pumps, etc. is demonstrated while extending the period.
【図1】本発明の第1実施例を示す正断面図である。FIG. 1 is a front sectional view showing a first embodiment of the present invention.
【図2】前記図1の装置に注水領域揚水用ポンプ及び揚
水管を設けた状態を示す正断面図である。FIG. 2 is a front sectional view showing a state in which a pump for pumping water in a water injection region and a water pump are provided in the apparatus of FIG.
【図3】本発明の第2実施例を示す正断面図である。FIG. 3 is a front sectional view showing a second embodiment of the present invention.
【符号の説明】 1 地盤 2,3 揚水用帯水層 4,5 注水用帯水層 6 井戸管 7 他の地層(不透水性土層) 10 揚水注水装置 11 止水体 20 揚水用遮水パッカ 21 揚水用ポンプ 22 揚水管 23 第1のバルブ 24 第2のバルブ 30 注水用遮水パッカ 31 導入手段(注水用ポンプ) 32 導入手段(注水管) 33 第3のバルブ 34 第4のバルブ 40 注水領域揚水用ポンプ 41 揚水管 50 揚水注水装置 60 揚水用遮水パッカ 61 揚水用ポンプ 62 揚水管 63 第5のバルブ 64 第6のバルブ 65 導入手段(注水用ポンプ) 66 導入手段(注水管) 70 注水制御体 71 第1の止水盤 72 第2の止水盤 73 第7のバルブ 74 導水管(導水流路) 75 第8のバルブ[Explanation of symbols] 1 Ground 2,3 Aquifer for pumping 4,5 Aquifer for water injection 6 Well pipe 7 Other strata (impermeable soil layer) 10 Pumping water injection device 11 Water stop body 20 Impermeable packer for pumping water 21 Pump for pumping water 22 Pumping pipe 23 First valve 24 Second valve 30 Impermeable packer for water injection 31 Introduction means (pump for water injection) 32 Introduction means (water injection pipe) 33 Third valve 34 Fourth valve 40 Water injection Region Pumping pump 41 Pumping pipe 50 Pumping water injection device 60 Pumping water impervious packer 61 Pumping water pump 62 Pumping pipe 63 Fifth valve 64 Sixth valve 65 Introducing means (pumping water pump) 66 Introducing means (injecting pipe) 70 Water injection control body 71 First water stop board 72 Second water stop board 73 Seventh valve 74 Water pipe (water flow passage) 75 Eighth valve
───────────────────────────────────────────────────── フロントページの続き (72)発明者 玉置 克之 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 Katsuyuki Tamaki 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Corporation
Claims (6)
井戸内に、前記複数の帯水層の内、揚水用の帯水層の望
む位置に他の地層との間を止水体で止水した揚水用遮水
パッカが配置されると共に、注水用の帯水層の望む位置
に他の地層との間を止水体で止水した注水用遮水パッカ
が配置され、前記揚水用遮水パッカには、前記揚水用帯
水層から湧出水を流量調節して揚水用遮水パッカ内部に
流入させるバルブと、内部に流入した水を前記注水用遮
水パッカに導入するための導入手段の一端が設けられ、 前記注水用遮水パッカには、その内部に揚水用遮水パッ
カ内部に流入した揚水用帯水層の水を内部に導入する前
記導入手段の他端が設けられると共に、前記パッカ内に
導入した水を前記注水用帯水層に流量調節して注水する
バルブが設けられていることを特徴とする井戸の層別揚
水注水装置。1. In a well excavated in a ground having a plurality of aquifers, among the plurality of aquifers, a water stopping body is provided at a desired position of the aquifer for pumping water and between other aquifers. In addition to the stopped water impervious packer for pumping, the water impervious packer for stopping water between other layers is also placed at a desired position of the aquifer for water injection. In the water packer, a valve for adjusting the flow rate of the spring water from the pumping aquifer to flow into the pumping water impervious packer, and an introducing means for introducing the water that has flowed into the water packer into the water impregnating packer Is provided, the water-filling impermeable packer is provided with the other end of the introducing means for introducing the water of the pumping aquifer that has flowed into the pumping impermeable packer into the water-impermeable packer, A valve is provided to adjust the flow rate of the water introduced into the packer into the water supply aquifer. Stratified pumping water injection device of the well, characterized in that there.
装置であって、前記揚水用遮水パッカには、前記揚水用
帯水層から湧出水を流量調節して揚水用遮水パッカ内部
に流入させるバルブが設けられるとともに、流入した湧
出水を上方に揚水、導入する揚水用ポンプ及び揚水管が
付設されていることを特徴とする井戸の層別揚水注水装
置。2. The layered pumped water injection device for a well according to claim 1, wherein the pumping water impermeable packer is configured to adjust the flow rate of spring water from the pumping aquifer. A stratified pumping water injection device for a well, which is provided with a valve for inflowing inside, and a pumping pump and a pumping pipe for pumping and introducing the inflowing water upwardly.
と、揚水領域の下方に位置し、2以上の注水用帯水層を
有してなる注水領域とを有する地盤に掘削された井戸内
に設置して前記帯水層に対して揚水又は注水を行う層別
揚水注水装置であって、井戸内に、前記複数の帯水層の
内、揚水用の帯水層の望む位置に他の地層との間を止水
体で止水した揚水用遮水パッカが配置され、前記揚水用
遮水パッカには、前記揚水用帯水層から湧出水を流量調
節して揚水用遮水パッカ内部に流入させるバルブと、内
部に流入した水を前記注水用遮水パッカに導入するため
の導入手段の一端が設けられ、 前記注水領域内には、揚水用遮水パッカ内部に流入した
揚水用帯水層の水を内部に導入する前記導入手段の他端
と、一の注水用帯水層と他の注水用帯水層との間を止水
する止水盤と、前記導入管及びポンプにより導入された
水を流量調節して前記一の注水用帯水層に導く導水流路
及びバルブと、同水を流量調節した上で前記他の注水用
帯水層に導く導水流路及び他のバルブとが設けられてい
ることを特徴とする井戸の層別揚水注水装置。3. Excavated into the ground having a pumping area having one or more aquifers for pumping and a water pouring area located below the pumping area and having two or more aquifers for water pumping. A stratified pumping water injection device that is installed in a well and pumps or injects water into the aquifer, in the well at a desired position of the aquifer for pumping among the plurality of aquifers. A water impervious packer for pumping that stops water from other strata with a water stop is arranged, and the water impermeable packer for pumping controls the flow rate of the spring water from the aquifer for pumping water. A valve for introducing the water into the inside and one end of an introducing means for introducing the water that has flowed into the inside into the water impregnating packer for water injection are provided. The other end of the introducing means for introducing the water of the aquifer into the inside, one water injection aquifer and another water injection aquifer A water stop board for stopping the water between, a water guiding channel and a valve for guiding the flow rate of the water introduced by the introduction pipe and the pump to the one aquifer for water injection, and after adjusting the flow rate of the water. A stratified pumping water injection device for a well, characterized in that it is provided with a water conduit and another valve for leading to the other water injection aquifer.
装置であって、前記揚水用遮水パッカには、前記揚水用
帯水層から湧出水を流量調節して揚水用遮水パッカ内部
に流入させるバルブが設けられるとともに、流入した湧
出水を上方に揚水、導入する揚水用ポンプ及び揚水管が
付設されていることを特徴とする井戸の層別揚水注水装
置。4. The layered pumped water injection device according to claim 3, wherein the pumping water impermeable packer adjusts the flow rate of spring water from the pumping aquifer. A stratified pumping water injection device for a well, which is provided with a valve for inflowing inside, and a pumping pump and a pumping pipe for pumping and introducing the inflowing water upwardly.
水注水装置であって、前記注水用遮水パッカ内に少なく
とも導入手段で注水した水を揚水可能な注水領域揚水用
ポンプ及び揚水管が設けられていることを特徴とする井
戸の層別揚水注水装置。5. The well-layered pumped-water injection device according to claim 1 or 2, wherein a water-injection region pumping pump and pumping water capable of pumping at least the water injected by the introducing means into the water-impermeable packing packer. A stratified pumped water injection device for wells, which is provided with a pipe.
水注水装置であって、前記揚水用遮水パッカと止水盤と
の間に、少なくとも導入手段で注水した水を揚水可能な
注水領域揚水用ポンプ及び揚水管が設けられていること
を特徴とする井戸の層別揚水注水装置。6. The layered pumped water injection device for a well according to claim 3 or 4, wherein at least the water injected by the introduction means is pumped between the water impervious packer for pumping water and the water stop board. A stratified pumping water injection device for a well, which is provided with a region pumping pump and a pumping pipe.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4241053A JP3008322B2 (en) | 1992-09-09 | 1992-09-09 | Well stratified pumping and injection system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4241053A JP3008322B2 (en) | 1992-09-09 | 1992-09-09 | Well stratified pumping and injection system |
Publications (2)
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JPH0688327A true JPH0688327A (en) | 1994-03-29 |
JP3008322B2 JP3008322B2 (en) | 2000-02-14 |
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JP4241053A Expired - Fee Related JP3008322B2 (en) | 1992-09-09 | 1992-09-09 | Well stratified pumping and injection system |
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Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
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JP2007177434A (en) * | 2005-12-27 | 2007-07-12 | Nomoto Tetsutsugu | Underground device in underground water heat utilizing facility |
CN102061905A (en) * | 2011-01-25 | 2011-05-18 | 西安长庆科技工程有限责任公司 | Pump to pump water injection device and technological process thereof |
JP2012087976A (en) * | 2010-10-19 | 2012-05-10 | Sumitomo Fudosan Kk | Ground water use heat exchange system and ground water use heat exchange equipment |
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 |
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 |
CN111910616A (en) * | 2020-07-15 | 2020-11-10 | 国网山西省电力公司 | Device for injecting water into collapsible loess at fixed point |
CN114482943A (en) * | 2020-10-27 | 2022-05-13 | 中国石油化工股份有限公司 | Layered polymer injection pipe column for layered sand control well and use method |
CN114922594A (en) * | 2022-07-21 | 2022-08-19 | 太原理工大学 | Method for deep crack type geothermal segmented packing and layered mining |
CN116857008A (en) * | 2023-08-30 | 2023-10-10 | 中国煤炭地质总局勘查研究总院 | Composite drilling method for mine water deep storage and ground drainage |
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1992
- 1992-09-09 JP JP4241053A patent/JP3008322B2/en not_active Expired - Fee Related
Cited By (12)
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JP2007177434A (en) * | 2005-12-27 | 2007-07-12 | Nomoto Tetsutsugu | Underground device in underground water heat utilizing facility |
JP2012087976A (en) * | 2010-10-19 | 2012-05-10 | Sumitomo Fudosan Kk | Ground water use heat exchange system and ground water use heat exchange equipment |
CN102061905A (en) * | 2011-01-25 | 2011-05-18 | 西安长庆科技工程有限责任公司 | Pump to pump water injection device and technological process thereof |
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 |
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 |
CN111910616A (en) * | 2020-07-15 | 2020-11-10 | 国网山西省电力公司 | Device for injecting water into collapsible loess at fixed point |
CN114482943A (en) * | 2020-10-27 | 2022-05-13 | 中国石油化工股份有限公司 | Layered polymer injection pipe column for layered sand control well and use method |
CN114922594A (en) * | 2022-07-21 | 2022-08-19 | 太原理工大学 | Method for deep crack type geothermal segmented packing and layered mining |
CN114922594B (en) * | 2022-07-21 | 2022-10-11 | 太原理工大学 | Method for deep crack type geothermal segmented packing and layered mining |
CN116857008A (en) * | 2023-08-30 | 2023-10-10 | 中国煤炭地质总局勘查研究总院 | Composite drilling method for mine water deep storage and ground drainage |
CN116857008B (en) * | 2023-08-30 | 2023-11-03 | 中国煤炭地质总局勘查研究总院 | Composite drilling method for mine water deep storage and ground drainage |
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