JP2916521B2 - Investigation method of water sampling of multi-layered aquifer and its water sampling investigation - Google Patents

Investigation method of water sampling of multi-layered aquifer and its water sampling investigation

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Publication number
JP2916521B2
JP2916521B2 JP2915994A JP2915994A JP2916521B2 JP 2916521 B2 JP2916521 B2 JP 2916521B2 JP 2915994 A JP2915994 A JP 2915994A JP 2915994 A JP2915994 A JP 2915994A JP 2916521 B2 JP2916521 B2 JP 2916521B2
Authority
JP
Japan
Prior art keywords
water
aquifer
pipe
groundwater
sampling
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
JP2915994A
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Japanese (ja)
Other versions
JPH07217362A (en
Inventor
秀文 坂本
六郎 廣瀬
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.)
TAIYO KAIHATSU KENSETSU KK
Original Assignee
TAIYO KAIHATSU KENSETSU KK
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Application filed by TAIYO KAIHATSU KENSETSU KK filed Critical TAIYO KAIHATSU KENSETSU KK
Priority to JP2915994A priority Critical patent/JP2916521B2/en
Publication of JPH07217362A publication Critical patent/JPH07217362A/en
Application granted granted Critical
Publication of JP2916521B2 publication Critical patent/JP2916521B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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、複数の止水パツカー付
きストレーナー部を有する集水管と異なる止水リング付
き透水部を有する止水底付き採水管の併用により、単井
において複数の帯水層中の地下水を個別に採水して調査
する多層地下帯水層の採水調査法及び採水調査装置に関
するものである。
BACKGROUND OF THE INVENTION The present invention relates to a plurality of aquifers in a single well by using a water collection pipe having a plurality of strainers with a water-stopper and a water-collecting pipe with a water-stop bottom having a different water-permeability ring. TECHNICAL FIELD The present invention relates to a water sampling survey method and a water sampling survey apparatus for a multi-layer underground aquifer, which individually collects and investigates groundwater in the ground.

【0002】[0002]

【従来の技術】近年、地下水の汚染対策、取水(飲用
水、工業用水等)の水質改善や水量確保等のため、既設
井戸の附近や団地等でボーリング孔を掘削して、帯水層
ごとに地下水を所定の期間にわたり繰り返し採水し、帯
水層ごとに汚染状況や水質、水量等を調査する採水・調
査が行われている。従来の地下水の採水調査は、図3に
示(A)〜(D)に示すようにボーリング孔を掘削し地
中の比抵抗を測定して帯水層a1〜a3(bは不透水性
地盤)を検出した後、その附近に適宜の間隔を置き各帯
水層に連通した複数の調査孔c1〜c3を掘削して、各
調査孔c1〜c3に集水管d1〜d3を配置し、各集水
管の下部のストレーナ部d0を帯水層a1〜a3ごとに
配置し、各ストレーナ部d0上に配設したパツカーe
(エア圧、水圧又は油圧式等)で止水して、各帯水層の
地下水を個別に所定の期間にわたり繰り返し採水した
り、又は、図4(A)〜(D)に示すように調査孔f1
を帯水層a1近くまでケーシング掘りして、ケーシング
g1の下側を清水掘hして帯水層a1に連通せしめ、帯
水層a1の地下水を集水して所定の期間にわたり繰り返
し採水した後、調査孔f1を延長して調査孔f2とし、
ケーシングg2の下側を清水掘hして帯水層a2に連通
せしめ、帯水層a2の地下水を同様に採水し、さらに同
様に調査孔f3、ケーシングg3及び清水掘hして帯水
層a3の地下水を採水して、各採水の状況及びその検査
により各帯水層ごとに地下水の汚染や水質、水量等を調
査する水理調査法になつている。
2. Description of the Related Art In recent years, boreholes have been excavated in the vicinity of existing wells or housing complexes to prevent pollution of groundwater, improve water quality of intake water (drinking water, industrial water, etc.), and secure a sufficient amount of water. Groundwater is repeatedly sampled over a predetermined period of time, and sampling and surveys are being conducted to investigate the pollution status, water quality, amount of water, etc. for each aquifer. In the conventional groundwater sampling survey, as shown in FIGS. 3A to 3D, a boring hole is excavated and the specific resistance in the ground is measured, and aquifers a1 to a3 (b is impermeable) After detecting the ground), a plurality of investigation holes c1 to c3 communicating with the respective aquifers are dug at appropriate intervals in the vicinity thereof, and water collecting pipes d1 to d3 are arranged in the respective investigation holes c1 to c3, A strainer section d0 at the lower part of each water collecting pipe is arranged for each of the aquifers a1 to a3, and a packer e arranged on each strainer section d0.
(Air pressure, water pressure or hydraulic pressure, etc.), and groundwater in each aquifer is repeatedly sampled repeatedly over a predetermined period, or as shown in FIGS. 4 (A) to 4 (D). Survey hole f1
Was digged into a casing near the aquifer a1, the bottom of the casing g1 was digged with freshwater h to communicate with the aquifer a1, and the groundwater in the aquifer a1 was collected and repeatedly sampled over a predetermined period. Later, the survey hole f1 is extended to a survey hole f2,
The underside of the casing g2 is digged with freshwater h to communicate with the aquifer a2, the groundwater in the aquifer a2 is similarly sampled, and the investigation hole f3, the casing g3 and the freshwater dig h are similarly drawn to form an aquifer. The groundwater of a3 is sampled, and the hydraulic sampling method is used to investigate groundwater contamination, water quality, water quantity, etc. for each aquifer based on the state of each sampled water and its inspection.

【0003】[0003]

【発明が解決しようとする課題】従来の地下水の採水調
査において、図3に示す採水調査法は、そのパツカー付
き集水管の組み換えがボーリング孔の崩れやパツカーの
損傷等により実際上不可能となり、前記のように多層の
帯水層ごとに削孔し、その孔ごとにパツカー付き集水管
を配置する工程となつて、多くの手数、手間を要し工期
が長くなりコスト高になるとともに、地層の変化により
集水管のストレーナ部の配置精度が低下して採水の信頼
性などに課題がある。また、図4に示す採水調査法は、
帯水層ごとに調査孔の掘削、清水掘及びその延長掘削、
清水掘を繰り返す必要があり、多くの手数、手間を要し
工期が長くなつてコスト高になるとともに、この清水掘
は裸孔であつて崩壊し易く採水調査の信頼性が低下する
などの課題がある。
In the conventional groundwater sampling survey, the sampling survey method shown in FIG. 3 is practically impossible due to the collapse of the boring hole and the damage of the truck, etc. As described above, drilling is performed for each of the multilayer aquifers, and a step of arranging a water collecting pipe with a packer for each of the holes requires a lot of time and effort, which increases the construction period and increases the cost. However, there is a problem in the reliability of water sampling due to a decrease in arrangement accuracy of the strainer portion of the collecting pipe due to a change in the stratum. In addition, the water sampling survey method shown in FIG.
Drilling of survey holes, freshwater drilling and its extension drilling for each aquifer,
It is necessary to repeat freshwater drilling, which takes a lot of time and effort, and the construction period becomes longer, resulting in higher costs.In addition, this freshwater driller is an open hole and easily collapses, reducing the reliability of water sampling surveys. There are issues.

【0004】本発明は、上記のような実状に鑑み開発さ
れたものであつて、その目的とする処は、1本の検査孔
(単井)にセツトした複数のストレーナー部を有する集
水管に、異なる透水部を有する複数の採水管を組み換え
セツトして、各帯水層の地下水を個別に容易に能率良く
高精度で採水調査し、施工性とともに採水調査性能、信
頼性を向上しコスト節減した多層地下帯水層の採水調査
法及びその採水調査装置を提供するにある。
[0004] The present invention has been developed in view of the above situation, and an object thereof is to provide a water collecting pipe having a plurality of strainer portions set in one inspection hole (single well). By recombining and setting up multiple water sampling pipes with different water permeability sections, the groundwater in each aquifer can be easily and efficiently sampled with high accuracy, improving the sampling performance and reliability as well as the workability. It is an object of the present invention to provide a method for investigating water sampling of a multi-layer underground aquifer and an apparatus for inspecting water sampling at a reduced cost.

【0005】[0005]

【課題を解決するための手段】本発明は、調査孔を掘削
して地中の複数の帯水層を検出し、各帯水層の層厚と同
様な長さに形成した複数の止水パツカー付きストレーナ
ー部を有する集水管を調査孔内に配置して、各ストレー
ナー部を各帯水層に対応させて個別に連通せしめ、特定
の帯水層の層厚と同様な長さに形成した止水リング付き
透水部を有する止水底付き採水管を集水管内に配置し
て、透水部を特定の帯水層に対応させて連通せしめ、ス
トレーナー部と透水部を介し採水管内に特定層の地下水
を流入して揚水手段で採水した後、他の帯水層の層厚と
同様な長さに形成した異なる止水リング付き透水部付き
採水管を他層に対応させて連通せしめ、当該ストレーナ
ー部と透水部を介し採水管内に他層の地下水を流入して
揚水手段で採水し、各帯水層の地下水を調査する多層地
下帯水層の採水調査法に特徴を有し、また、地中に掘削
して複数の帯水層を検出する調査孔と、複数の帯水層の
各層厚と同様な長さに形成した複数の止水パツカー付き
ストレーナー部を有し調査孔内に配置し各帯水層に対応
させて個別に連通する集水管と、特定の帯水層の層厚と
同様な長さに形成した止水リング付き透水部を有しスト
レーナー部に対応させて連通し特定層の地下水を流入し
て採水する止水底付き採水管と、他の帯水層の層厚と同
様な長さに形成した異なる止水リング付き透水部を有し
ストレーナー部に対応させて連通し他層の地下水を流入
して採水する止水底付き採水管と、各採水管内に配置す
る地下水の揚水手段とを具備した多層地下帯水層の採水
調査装置に特徴を有し、調査孔を掘削して地中の複数の
帯水層を検出した結果に基づき、この調査孔内に各帯水
層の層厚と同様な長さに形成した複数の止水パツカー付
きストレーナー部を有する集水管を配置して、各ストレ
ーナー部を各帯水層に個別に連通せしめ、この集水管内
に特定の帯水層の層厚と同様な長さに形成した止水リン
グ付き透水部を有する止水底付き採水管と、他の帯水層
の層厚と同様な長さに形成した異なる止水リング付き透
水部を有する止水底付き採水管とを組み換え配置して、
特定の帯水層と他の帯水層の各地下水を揚水手段で個別
に採水することにより、各帯水層の地下水を個別に容易
に能率良く高精度で採水及び地下水量を調査可能するな
ど、施工性とともに採水調査性能、信頼性を高めコスト
節減している。
SUMMARY OF THE INVENTION According to the present invention, a plurality of aquifers are formed by detecting a plurality of aquifers underground by excavating a survey hole and forming the same length as the thickness of each aquifer. A water collection pipe having a strainer part with a packer was placed in the inspection hole, and each strainer part was individually connected to each aquifer and formed to have the same length as the specific aquifer layer thickness. A water collection pipe with a water-stop bottom having a water-permeability section with a water-stop ring is arranged in the water-collecting pipe, and the water-permeable section is connected to a specific aquifer so as to communicate with the specific aquifer. After inflow of groundwater and sampling by pumping means, the water sampling pipe with a water-stopper with a different water stop ring formed with the same length as the layer thickness of the other aquifers is connected to correspond to other layers, The other layer of groundwater flows into the water intake pipe through the strainer part and water permeation part, and water is collected by pumping means. It is characterized by a multi-layer underground aquifer sampling method for investigating groundwater in an aquifer.It also has a survey hole that excavates underground to detect multiple aquifers, A water collection pipe having a plurality of strainer sections with water stoppage packs formed to the same length as each layer thickness, arranged in the survey hole and individually communicating with each aquifer, and a specific aquifer layer A water sampling pipe with a water stop bottom that has a water permeability section with a water stop ring formed to the same length as the thickness and communicates in correspondence with the strainer section to inflow the groundwater of a specific layer and draw water, and the other aquifer A water pipe with a water stop bottom that has a different water permeability section with a water stop ring formed to the same length as the layer thickness and communicates with the strainer section to inflow and draw water from another layer of groundwater; Of a multi-layered underground aquifer sampling device equipped with groundwater pumping means located in Based on the results of detection of multiple aquifers in the ground, a drainage pipe having a plurality of strainer sections with water stoppage packs formed to the same length as the thickness of each aquifer is placed in this survey hole. Then, each strainer section is individually communicated with each aquifer, and a water-stop bottomed sampling having a water-stop ring-permeable water-permeable section formed in the water collection pipe with the same length as the specific aquifer layer thickness. A water pipe and a water collecting pipe with a water stopping bottom having a water permeable section with a different water stopping ring formed in the same length as the layer thickness of the other aquifers are rearranged,
By separately collecting the groundwater of a specific aquifer and another aquifer using pumping means, it is possible to easily and efficiently investigate the aquifer and the amount of groundwater in each aquifer individually and efficiently. As a result, the water sampling survey performance and reliability as well as the workability have been improved and the cost has been reduced.

【0006】[0006]

【作用】調査孔を掘削して地中の複数の帯水層を検出し
この検出の結果に基づき、この調査孔内に各帯水層の層
厚と同様な長さに形成した複数の止水パツカー付きスト
レーナー部を有する集水管を配置して、各ストレーナー
部を各帯水層に個別に対応させて連通せしめ、この集水
管内に特定の帯水層の層厚と同様な長さに形成した止水
リング付き透水部を有する止水底付き採水管を配置し
て、この透水部を特定の帯水層に対応させて連通せし
め、ストレーナー部と透水部を介し採水管内に特定層の
地下水を流入して揚水手段で採水した後、他の帯水層の
層厚と同様な長さに形成した異なる止水リング付き透水
部を有する止水底付き採水管を組み換え配置して、他層
の地下水を揚水手段で個別に採水して調査することによ
り、各帯水層の採水工程を簡素化するとともに、各採水
管の組み換え配置セツトを容易として配置精度を高める
など、各帯水層の地下水の採水及びこの地下水量の調査
を個別に精度良く容易に可能とし、各帯水層の地下水の
優れた採水性能、信頼性とともに地下水量の調査性を発
揮する。また、前記のような1本の調査孔、集水管及び
採水管により工費、採水コストを効果的に節減してい
る。
[Action] A plurality of underground aquifers are detected by excavating a survey hole, and based on the result of this detection, a plurality of stop holes formed in the survey hole to have the same length as the thickness of each aquifer. A water collecting pipe having a strainer part with a water packer is arranged, and each strainer part is individually connected to each aquifer and communicated with each other, and a length similar to the thickness of a specific aquifer is formed in the collecting pipe. A water sampling pipe with a water-stop bottom having a water-permeable ring with a formed water-stop ring is arranged, and the water-permeable section is connected to a specific aquifer to communicate with the water-collecting pipe. After inflowing groundwater and sampling by pumping means, rearranging a water sampling pipe with a water-stop bottom having a different water-stop ring with a water-stop ring formed to a length similar to the thickness of the other aquifer, By separately collecting and investigating groundwater in the aquifer using pumping means, the In addition to simplifying the installation of each aquifer and increasing the placement accuracy by simplifying the relocation arrangement of each water pipe, it is possible to easily and accurately collect the groundwater in each aquifer and to investigate the amount of this groundwater individually. It demonstrates excellent groundwater sampling performance and reliability, as well as the ability to investigate groundwater volume. In addition, the construction cost and the water sampling cost are effectively reduced by the single inspection hole, the water collecting pipe and the water sampling pipe as described above.

【0007】[0007]

【実施例】図1に本発明の多層地下帯水層の採水調査法
とその採水調査装置の一実施例、図2にその採水管の一
実施例を示している。図中a1,a2,a3は検出した
地中の帯水層、bは検出した地中の不透水性地盤、1は
掘削ビツト1a付きボーリングロツド、2は採水調査用
の調査孔、3は複数の止水パツカー4付きストレーナー
部5a〜5cを有する集水管、6は清掃管、7は清掃用
のエア管、8は止水リング9付き透水部10aを有する
止水底11付き採水管、18は止水リング9付き透水部
10b,10cを有する止水底11付き採水管、12は
採水用の揚水手段(水中ポンプ)、Kは地中の比抵抗の
特性曲線である。
FIG. 1 shows an embodiment of a water sampling survey method and an apparatus for water sampling of a multilayered aquifer according to the present invention, and FIG. 2 shows an embodiment of a water sampling pipe thereof. In the figure, a1, a2, and a3 are the detected aquifers in the ground, b is the impermeable ground in the detected ground, 1 is a drilling rod with a drill bit 1a, 2 is a survey hole for sampling survey, 3 Is a collecting pipe having a plurality of strainer parts 5a to 5c with a water stopping pack 4, 6 is a cleaning pipe, 7 is a cleaning air pipe, 8 is a water collecting pipe with a water stopping bottom 11 having a water transmitting ring 9 and a water permeable section 10a, Reference numeral 18 denotes a water collection pipe with a water stop bottom 11 having water permeation parts 10b and 10c with a water stop ring 9, 12 denotes a water pumping means (submersible pump), and K denotes a characteristic curve of the underground resistivity.

【0008】図示の実施例は、調査孔2を掘削して地中
の複数の帯水層a1〜a3を検出し、各帯水層の層厚と
同様な長さに形成した複数の止水パツカー4付きストレ
ーナー部5a〜5cを有する集水管3を調査孔2内に配
置して、各ストレーナー部を各帯水層に対応させて個別
に連通せしめ、特定の帯水層a1の層厚と同様な長さに
形成した止水リング9付き透水部10aを有する止水底
11付き採水管8を集水管3内に配置して、この透水部
10aを特定の帯水層a1に対応させて連通せしめ、そ
のストレーナー部と透水部を介し採水管8内に特定層a
1の地下水を流入して揚水手段12で採水した後、他の
帯水層a2,a3の層厚と同様な長さに形成した異なる
止水リング9付き透水部10b,10c付き採水管18
を他層a2,a3に対応させて連通せしめ、ストレーナ
ー部5b,5cと透水部10b,10cを介し採水管1
8内に他層a2,a3の地下水を流入して揚水手段12
で採水し、各帯水層の地下水を調査することを特徴とす
る多層地下帯水層の採水調査法になつている。
In the illustrated embodiment, a plurality of aquifers a1 to a3 underground are detected by excavating a survey hole 2 and a plurality of water stoppages formed to have the same length as the thickness of each aquifer. A water collecting pipe 3 having strainers 5a to 5c with a trolley 4 is arranged in the investigation hole 2, and each strainer is individually connected to each aquifer to communicate with the specific aquifer a1. A water collection pipe 8 having a water stop ring 11 having a water stop ring 9 and a water stop ring 11 having a water stop ring 9 formed in a similar length is disposed in the water collection pipe 3, and the water transfer part 10a is communicated with a specific aquifer a1. Then, the specific layer a is inserted into the water sampling pipe 8 through the strainer portion and the water permeable portion.
After the groundwater of No. 1 flows in and is sampled by the pumping means 12, the water sampling pipes 18 having different water stop rings 9 and the water permeable portions 10b and 10c formed to have the same length as the other aquifers a2 and a3.
Is made to correspond to the other layers a2 and a3, and the water sampling pipe 1 is passed through the strainer portions 5b and 5c and the water permeable portions 10b and 10c.
8, groundwater of other layers a2 and a3 flows into the pumping means 12
In this method, the groundwater in each aquifer is sampled and the groundwater in each aquifer is surveyed.

【0009】地中に掘削して複数の帯水層a1〜a3を
検出する調査孔2と、複数の帯水層の各層厚と同様な長
さに形成した複数の止水パツカー4付きストレーナー部
5a〜5cを有し調査孔2内に配置し各帯水層に対応さ
せて個別に連通する集水管3と、特定の帯水層a1の層
厚と同様な長さに形成した止水リング9付き透水部10
aを有しストレーナー部5aに対応させて連通し特定層
a1の地下水を流入して採水する止水底11付き採水管
8と、他の帯水層a2,a3の層厚と同様な長さに形成
した異なる止水リング9付き透水部10b,10cを有
しストレーナー部5b,5cに対応させて連通し他層a
2,a3の地下水を流入して採水する止水底11付き採
水管18と、採水管8,18内に配置する地下水の揚水
手段12とを具備したことを特徴とする多層地下帯水層
の採水調査装置になつている。
An investigation hole 2 for excavating underground to detect a plurality of aquifers a1 to a3, and a strainer part with a plurality of water stoppage packs 4 formed to have the same length as each of the plurality of aquifers. A water collecting pipe 3 having 5a to 5c and arranged in the investigation hole 2 and individually communicating with each aquifer, and a water stop ring formed to have a length similar to the layer thickness of the specific aquifer a1. Permeable part 10 with 9
a, the length of which is the same as the layer thickness of the other aquifers a2, a3, which communicates with the strainer portion 5a and which communicates with the groundwater of the specific layer a1 to flow in and collect water. Has different water-permeable portions 10b and 10c with water-stop rings 9 formed therein and communicates with the strainer portions 5b and 5c in correspondence with the other layers a.
2. A multi-layer underground aquifer characterized by comprising a water sampling pipe 18 with a water stop bottom 11 for inflowing and sampling the groundwater 2 and a3, and a groundwater pumping means 12 disposed in the water sampling pipes 8, 18. It is a water sampling survey device.

【0010】図1により詳述すると、図1Aの削孔工程
において、例えば、掘削ビツト1a付きボーリングロツ
ド1等により調査孔2を地中深く掘削して、この調査孔
2の掘削土砂等により、又は調査孔2を利用して地中の
比抵抗(地盤自体の電気伝導度の逆数)を適宜の手段で
測定し、図1Bに示すような比抵抗の特性曲線Kを得て
解析することにより、地中の不透水性地盤b及び複数の
帯水層a1〜a3の深さや層厚などを容易に精度良く検
出する。必要に応じショート電極とロング電極で比抵抗
を計測して検出精度を高めることもできる。
More specifically, in FIG. 1A, in the drilling step shown in FIG. 1A, for example, an investigation hole 2 is excavated deep underground by a boring rod 1 with an excavation bit 1a, and the excavation soil of the investigation hole 2 is used. Or using the survey hole 2 to measure the specific resistance under the ground (reciprocal of the electric conductivity of the ground itself) by appropriate means, and obtain and analyze a characteristic curve K of the specific resistance as shown in FIG. 1B. Thereby, the depth, layer thickness, etc. of the impermeable ground b underground and the plurality of aquifers a1 to a3 are easily and accurately detected. If necessary, the specific resistance can be measured with the short electrode and the long electrode to increase the detection accuracy.

【0011】次に、図1Cに示す集水管3の配置工程に
おいて、集水管3(例えば75mmφ程度)には、各帯
水層a1〜a3の層厚と同様な長さに形成した複数のス
トレーナー部5a〜5cを形成して、各ストレーナー部
の上、下部の外側に止水パツカー4を付設する。各スト
レーナー部5a〜5cは、図示のように各帯水層a1〜
a3の深さ及び各層厚と同様な長さに多数の孔を穿つて
形成する。各止水パツカー4は、集水管3の外周に配設
し適宜の配管(図示省略)を介してエアー圧、水圧又は
油圧で膨脹して調査孔2との間を止水する構造になつて
いる。前記のように地盤の状態つまりその各帯水層に対
応させて各層厚と同様な長さに形成した複数の止水パツ
カー4付きストレーナー部5a〜5cを有する集水管3
として調査孔2内に配置し、各ストレーナー部5a〜5
cを各帯水層a1〜a3に対応させた配置とし、各止水
パツカー4を膨脹させて調査孔2との間を止水して、各
ストレーナー部を帯水層a1〜a3に対応させた配置に
して個別に連通せしめ、各帯水層の地下水が各ストレー
ナー部5a〜5cから個別に流入する配置とする。
Next, in the step of arranging the water collecting pipes 3 shown in FIG. 1C, the water collecting pipes 3 (for example, about 75 mmφ) are provided with a plurality of strainers formed to have the same thickness as the aquifer layers a1 to a3. The parts 5a to 5c are formed, and the water stopping pack 4 is attached to the outside of the upper and lower parts of each strainer part. Each strainer part 5a-5c is aquifer a1-a1 as shown in the figure.
A large number of holes are formed at a depth of a3 and a length similar to each layer thickness. Each of the water stopping packs 4 is arranged on the outer periphery of the water collecting pipe 3, and is inflated by an air pressure, a water pressure or a hydraulic pressure through an appropriate pipe (not shown) to stop water between the water collecting pipe 3 and the inspection hole 2. I have. As described above, the water collecting pipe 3 having the strainers 5a to 5c with the plurality of water stopping packs 4 formed to have the same length as each layer thickness corresponding to the state of the ground, that is, each aquifer.
And placed in the investigation hole 2 and each strainer part 5a-5
c is arranged so as to correspond to each of the aquifers a1 to a3, and each of the water stopping packers 4 is inflated to stop the water between the inspection holes 2 so that the respective strainer portions correspond to the aquifers a1 to a3. In this arrangement, the groundwater in each aquifer flows individually from the strainer sections 5a to 5c.

【0012】なお、必要に応じ図1Dに示す清掃工程の
ように、集水管3内に清掃管6を配置し、この清掃管内
にエアー管7を配置して下部内に矢示のように圧気を送
り込みエアリフトにして、適宜の揚水手段(図示省略)
により集水管3内の地下水を強制的に揚水し、各帯水層
の地下水を矢示のように集水管3内に流入せしめ内部の
スライム等を排出して清掃し、各帯水層a1〜a3の地
下水がストレーナー部5a〜5cから集水管3内に流入
するのを円滑にした後、清掃管6及びエアー管7を抜き
取り撤去する。
If necessary, as shown in the cleaning step shown in FIG. 1D, a cleaning pipe 6 is disposed in the water collecting pipe 3, an air pipe 7 is disposed in the cleaning pipe, and a compressed air is formed in the lower part as shown by an arrow. As an air lift and appropriate pumping means (not shown)
, The groundwater in the water collecting pipe 3 is forcibly pumped, and the groundwater in each aquifer is allowed to flow into the water collecting pipe 3 as shown by arrows, and the slime and the like inside are discharged and cleaned. After smoothing the a3 groundwater from flowing into the water collecting pipe 3 from the strainer sections 5a to 5c, the cleaning pipe 6 and the air pipe 7 are withdrawn and removed.

【0013】さらに、図1Eに示す特定層の採水管の配
置工程は、図示例では上層の帯水層a1を特定層a1と
して採水する場合である。この採水管8は、集水管3よ
りも程良く小径(例えば50mmφ程度)とし、図示の
ように下部に多数の孔を帯水層a1の層厚程度の範囲に
設けて透水部10aを形成し、透水部の上、下部に止水
リング9(図2C,D,F参照)を固設して、下端部に
止水底11(図2D,E参照)を設けた構造とし、この
採水管8を図示のように集水管3内に配置して、透水部
10aを帯水層a1に対応した配置とし、透水部10a
の上、下部は止水リング9で集水管3との間を止水し、
下端は止水底11で止水して、帯水層a1の地下水のみ
を集水管のストレーナー部5a及び透水部10aを介し
帯水層a1の層厚全体から採水管8内に取り入れる。
Further, the step of arranging the water sampling pipe of the specific layer shown in FIG. 1E is a case where water is collected from the upper aquifer a1 as the specific layer a1 in the illustrated example. The water sampling pipe 8 has a smaller diameter (e.g., about 50 mmφ) than the water collecting pipe 3, and a large number of holes are provided at a lower portion in a range of about the thickness of the aquifer a <b> 1 to form a water permeable portion 10 a as shown in the figure. A water-stop ring 9 (see FIGS. 2C, 2D, and 2F) is fixedly provided above and below the water-permeable portion, and a water-stop bottom 11 (see FIGS. 2D and 2E) is provided at the lower end. Is disposed in the water collecting pipe 3 as shown in the drawing, and the water permeable portion 10a is arranged to correspond to the aquifer a1, and the water permeable portion 10a
Above and below, the water stop ring 9 stops the water between the water collection pipe 3 and
The lower end stops at the water stop bottom 11, and only the groundwater in the aquifer a1 is taken into the water sampling pipe 8 from the entire thickness of the aquifer a1 via the strainer portion 5a and the permeable portion 10a of the collecting pipe.

【0014】また、図1Fに示す特定層の採水工程は、
採水管8内に揚水管13付きの揚水手段(水中ポンプ)
12を配置し揚水して採水する。この運転制御つまり採
水速度や採水管8内の水位の変化等により、帯水層a1
内の地下水量を推定する。この採水は所定の期間にわた
り繰り返して、採水の汚染状態や硬水や軟水等の水質検
査を随時に行なう。
[0014] In addition, the water sampling process of the specific layer shown in FIG.
Pumping means (submersible pump) with pumping pipe 13 in water sampling pipe 8
12 is placed and pumped to collect water. This operation control, that is, a change in the water sampling speed and the water level in the water sampling pipe 8, etc., causes the aquifer a1 to change.
Estimate the amount of groundwater in the area. This water sampling is repeated over a predetermined period, and the contamination state of the water sampling and water quality tests such as hard water and soft water are performed as needed.

【0015】図1Gに示す他層の採水工程において、図
示例では他の帯水層a2とa3を同時に採水する場合で
ある。この場合は、図示のように帯水層a2とa3に対
応した透水部10bと10cを有する採水管18を適用
して、この採水管18を集水管3内に配置して、帯水層
a2とa3内の地下水を集水管3のストレーナー部5
b,5c及び透水部10bと10cを介し帯水層a2と
a3の層厚全体から採水管18内に取り入れ、図1Fに
示すような揚水手段12を配置して揚水し地下水量を推
定しながら採水する(図1Fではその揚水手段12の図
示を省略)。この採水も所定の期間にわたり繰り返され
て、この採水の汚染状態や硬水や軟水等の水質検査を随
時に行なう。
In the other layer water sampling process shown in FIG. 1G, in the illustrated example, other aquifers a2 and a3 are simultaneously sampled. In this case, a water sampling pipe 18 having water permeable portions 10b and 10c corresponding to the aquifers a2 and a3 is applied as shown in the drawing, and the water sampling pipe 18 is arranged in the water collecting pipe 3 to form the aquifer a2. And the groundwater in a3 into the strainer 5
b, 5c and the entire thickness of the aquifers a2 and a3 via the water permeable sections 10b and 10c, into the water sampling pipe 18, dispose the pumping means 12 as shown in FIG. Water is sampled (the pumping means 12 is not shown in FIG. 1F). This water sampling is also repeated over a predetermined period, and the contamination state of the water sampling and water quality tests such as hard water and soft water are performed as needed.

【0016】図1に示す実施例は、最上層の帯水層a1
の地下水を採水して調査した後、下層の帯水層a2とa
3の地下水を同時に採水して調査する工程になつている
が、必要に応じ帯水層ごとに、あるいは採水の順序を変
えるなど多様な態様で採水する調査が可能である。前記
の採水調査は、1本の調査孔2によりその地盤を検出し
て、この調査孔2内に集水管3を精度良くセツトした状
態で、集水管内に各帯水層a1〜a3に対応した異なる
採水管8,18を容易に組み換えセツトして採水調査が
行われる。採水管8,18は、集水管3内に配置される
ため膨縮操作を要しないOリング等の止水リング9の使
用が可能になり格別の損傷もなく、容易に取り換えセツ
トされて経済性とともに優れた交換性能を有し、多数の
採水、調査の工程が大幅に低減され、しかも容易に能率
良く精度良く遂行される。
In the embodiment shown in FIG. 1, the uppermost aquifer a1
After sampling and investigating the groundwater in the lower aquifers a2 and a
In this process, the groundwater is sampled at the same time and the survey is conducted. However, it is possible to conduct a survey in which the water is sampled in various modes, such as changing the order of sampling for each aquifer or changing the order of sampling as necessary. In the above-mentioned water sampling survey, the ground is detected by one survey hole 2, and in a state where the water collecting pipe 3 is accurately set in the survey hole 2, each of the aquifers a1 to a3 is placed in the water collecting pipe. The corresponding sampling pipes 8 and 18 are easily recombined and set to conduct sampling surveys. Since the water sampling pipes 8 and 18 are arranged in the water collecting pipe 3, a water stop ring 9 such as an O-ring, which does not require expansion and contraction operations, can be used, and there is no particular damage. In addition, it has excellent exchange performance, greatly reducing the number of water sampling and surveying steps, and is easily and efficiently performed with high accuracy.

【0017】図2に採水管8,18の一実施例を示す。
図中8aは下端部にメネジ31aを設けた採水主管、1
0a,10b,10cは多数の孔10dを配設して上、
下部にオネジ31b、メネジ31aを設けた透水部、8
cは上側の止水リング9を有し上、下端部にオネジ31
b、メネジ31aを設けた継ぎ管、8dは下側の止水リ
ング9を有し上端部にオネジ31bを設け下端部に止水
底11を付設した底部管であり、前記の止水リング9
は、継ぎ管8c及び底部管8dの外周に固設した取付リ
ング9aに複数のゴム製Oリング9bを配設して構成さ
れ、集水管3内で優れた止水性能を発揮する。また、止
水底11は、底部管8dの下部内に配置した重錘11a
と、底部管8dの下端に螺合したキャツプ11b及びO
リング11cからなり、重錘11aは適宜の重量に交換
可能であつて、前記の各部材を塩ビ等の軽量な合成樹脂
で製造しても透水部10a,10b,10cを所定の位
置に安定せしめ、優れた止水性能を発揮する構造になつ
ている。前記の採水管8,18の各部材は、必要に応じ
鉄製パイプとすることも可能である。前記の各部材にお
いてオネジ31bはメネジに、メネジ31aはオネジに
それぞれ設計変更することも可能である。
FIG. 2 shows an embodiment of the water sampling pipes 8, 18. As shown in FIG.
In the figure, reference numeral 8a denotes a water sampling main pipe provided with a female thread 31a at the lower end,
0a, 10b and 10c are provided with a large number of holes 10d.
A water-permeable portion provided with a male screw 31b and a female screw 31a at a lower portion, 8
c has an upper water-stop ring 9 and a male screw 31 at the lower end.
b, a connecting pipe provided with a female thread 31a, 8d is a bottom pipe having a lower water-stop ring 9, having a male thread 31b at an upper end, and having a water-stop bottom 11 at a lower end;
Is constructed by arranging a plurality of rubber O-rings 9b on a mounting ring 9a fixedly provided on the outer periphery of the connecting pipe 8c and the bottom pipe 8d, and exhibits excellent water stopping performance in the water collecting pipe 3. Further, the water stop bottom 11 is a weight 11a disposed in the lower part of the bottom pipe 8d.
And caps 11b and O screwed to the lower end of the bottom tube 8d.
The weight 11a can be replaced with an appropriate weight, and the water permeable portions 10a, 10b, 10c can be stabilized at predetermined positions even when the above members are made of a lightweight synthetic resin such as PVC. It has a structure that exhibits excellent water-stop performance. Each member of the water sampling pipes 8 and 18 may be an iron pipe if necessary. In each of the above members, the male screw 31b can be changed to a female screw and the female screw 31a can be changed to a male screw.

【0018】採水管8,18は、長さの異なる複数本の
採水主管8a及び透水部10a,10b,10cと、複
数の継ぎ管8cと底部管8d及び止水底11等のセツト
として使用され、適宜の長さの採水主管8aに継ぎ管8
cを螺合し、継ぎ管8cに適宜の長さの透水部10a
(10b,10c)を螺合し、必要に応じさらに継ぎ管
8c、透水部10a,10b,10c等を螺合して、最
下部に底部管8dを螺合し連結して止水底11を付設す
ることにより、多様な帯水層に対応した採水管8や18
として使用され、前記のような交換性と相まつて汎用性
を有し、大幅なコスト節減が可能となる。なお、必要に
応じ集水管3についても同様な継ぎ管機構に構成され
る。
The water sampling pipes 8, 18 are used as a set of a plurality of water sampling main pipes 8a and water permeable portions 10a, 10b, 10c having different lengths, a plurality of connecting pipes 8c, a bottom pipe 8d, a water shutoff bottom 11, and the like. The connecting pipe 8 is connected to the water sampling main pipe 8a having an appropriate length.
c, and a water-permeable portion 10a of an appropriate length is
(10b, 10c), and if necessary, the connecting pipe 8c, the water permeable parts 10a, 10b, 10c, etc., are screwed together, and the bottom pipe 8d is screwed and connected to the lowermost part, and the water stop bottom 11 is attached. By doing so, sampling pipes 8 and 18 corresponding to various aquifers
And has versatility in tandem with the exchangeability as described above, thereby enabling significant cost savings. In addition, the water collecting pipe 3 is configured in a similar joint pipe mechanism as necessary.

【0019】例えば、図1に示すような採水調査の結
果、帯水層a1の地下水が汚染し又は水質が悪く、帯水
層a2及び帯水層a3の地下水が良質で所要の水量が確
保されると判断された場合は、図1(H)に示すような
井戸孔2aを掘削して、ケーシングパイプ14の帯水層
a2及びa3に対応する部分に、スクリーンパイプ部1
4a及び14bを設けて、このケーシングパイプ14を
井戸孔2a内に図示のように配設してセツトして、ケー
シングパイプに水中ポンプ15を配設し、揚水管16、
吐出管16aを介して流量せき17等に連結して井戸と
して容易に構築され、良質の地下水を多量に円滑に汲み
上げることができる。
For example, as a result of a water sampling survey as shown in FIG. 1, the groundwater in the aquifer a1 is contaminated or has poor water quality, and the groundwater in the aquifer a2 and the aquifer a3 is of good quality and a required amount of water is secured. If it is determined that the screen pipe portion 1 is excavated, a well hole 2a as shown in FIG. 1H is formed in a portion of the casing pipe 14 corresponding to the aquifers a2 and a3.
4a and 14b are provided, and the casing pipe 14 is disposed and set in the well hole 2a as shown in the figure, and a submersible pump 15 is disposed in the casing pipe, and a pumping pipe 16,
The well is easily constructed as a well by being connected to the flow dam 17 or the like via the discharge pipe 16a, and a large amount of high-quality groundwater can be pumped smoothly.

【0020】[0020]

【発明の効果】本発明は、前述のように構成され、調査
孔を掘削して地中の複数の帯水層を検出しこの検出の結
果に基づき、この調査孔内に各帯水層の層厚と同様な長
さに形成した複数の止水パツカー付きストレーナー部を
有する集水管を配置して、各ストレーナー部を各帯水層
に個別に対応させて連通せしめ、この集水管内に特定の
帯水層の層厚と同様な長さに形成した止水リング付き透
水部を有する止水底付き採水管と、他の帯水層の層厚と
同様な長さに形成した異なる止水リング付き透水部を有
する止水底付き採水管とを組み換え配置して、特定の帯
水層及び他の帯水層の各地下水を揚水手段で個別に採水
して調査することにより、各帯水層の採水工程を簡素化
するとともに各採水管の組み換え配置セツトを容易とし
配置精度を高めるなど、各帯水層の地下水の採水及び各
地下水量の調査を個別に容易とし、採水の能率及び精
度、信頼性を高められ、各帯水層の地下水の優れた採水
性能、信頼性とともに地下水量の調査性を有する。ま
た、前記のような1本の調査孔、集水管及び採水管によ
り工費、採水コストを効果的に節減している。
According to the present invention, a plurality of aquifers in the ground are detected by excavating a survey hole as described above, and based on a result of the detection, each aquifer is placed in the survey hole. A water collection pipe having a plurality of strainer sections with water stoppages formed to the same length as the layer thickness is arranged, and each strainer section is individually connected to each aquifer and communicated with each other. A water collection pipe with a water-stop bottom having a water-permeable section with a water-stop ring formed to the same thickness as the aquifer layer, and a different water-stop ring formed to a length similar to the layer thickness of the other aquifers By rearranging a water collection pipe with a cut-off bottom having a permeated part with water, each groundwater in a specific aquifer and another aquifer is separately collected by pumping means and investigated, and each aquifer is investigated. Simplifies the water sampling process and facilitates the setting of rearrangement of each water sampling pipe, improving the placement accuracy In this way, it is easy to separately collect groundwater in each aquifer and to investigate the amount of groundwater, improving the efficiency, accuracy, and reliability of water collection. It also has the ability to investigate the amount of groundwater as well as the water quality. In addition, the construction cost and the water sampling cost are effectively reduced by the single inspection hole, the water collecting pipe and the water sampling pipe as described above.

【0021】また、採水工程の簡素化、部材点数の低減
等により施工、採水コストが効果的に節減されるなどの
利点を有する。
Further, there is an advantage that construction and water sampling costs can be effectively reduced by simplifying the water sampling process and reducing the number of members.

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

【図1】本発明の一実施例を示す各工程及び装置の各縦
断面図(A)〜(H)
FIG. 1 is a longitudinal sectional view (A) to (H) of each step and apparatus showing one embodiment of the present invention.

【図2】採水管の一実施例を示す各部分の分解側視図
(A)〜(D)及び要部拡大断面図(E)(F)
FIG. 2 is an exploded side view (A) to (D) of each part showing an embodiment of a water sampling pipe and enlarged sectional views (E) and (F) of main parts.

【図3】従来例を示す地層図(A)及び各検査孔の断面
図(B)〜(d)
FIG. 3 is a geological map showing a conventional example (A) and cross-sectional views of respective inspection holes (B) to (d).

【図4】他の従来例を示す地層図(A)及び各検査孔の
断面図(B)〜(d)である。
FIG. 4 is a formation diagram (A) showing another conventional example and sectional views (B) to (d) of each inspection hole.

【符号の説明】[Explanation of symbols]

a1〜a3 帯水層 2 調査孔 3 集水管 4 止水パツカー 5a〜5c ストレーナー部 8,18 採水管 9 止水リング 10a〜10c 透水部 11 止水底 12 揚水手段 a1 to a3 Aquifer 2 Inspection hole 3 Water collecting pipe 4 Water stopping packer 5a to 5c Strainer section 8, 18 Water collecting pipe 9 Water stopping ring 10a to 10c Water permeating section 11 Water stopping bottom 12 Pumping means

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 調査孔を掘削して地中の複数の帯水層を
検出し、各帯水層の層厚と同様な長さに形成した複数の
止水パツカー付きストレーナー部を有する集水管を調査
孔内に配置して、各ストレーナー部を各帯水層に対応さ
せて個別に連通せしめ、特定の帯水層の層厚と同様な長
さに形成した止水リング付き透水部を有する止水底付き
採水管を集水管内に配置して、透水部を特定の帯水層に
対応させて連通せしめ、ストレーナー部と透水部を介し
採水管内に特定層の地下水を流入して揚水手段で採水し
た後、他の帯水層の層厚と同様な長さに形成した異なる
止水リング付き透水部付き採水管を他層に対応させて連
通せしめ、当該ストレーナー部と透水部を介し採水管内
に他層の地下水を流入して揚水手段で採水し、各帯水層
の地下水を調査する多層地下帯水層の採水調査法。
1. A drainage pipe having a plurality of strainers with water-stopping packs formed by drilling a survey hole to detect a plurality of aquifers underground and having a length similar to the thickness of each aquifer. Is placed in the investigation hole, each strainer part is individually communicated corresponding to each aquifer, and has a water-permeable part with a water stop ring formed to the same length as the specific aquifer layer thickness A water collection pipe with a water-stop bottom is placed in the water collection pipe, and the permeate section is connected to a specific aquifer to communicate with it.The groundwater of a specific layer flows into the water intake pipe through the strainer section and the water permeation section to pump water. After collecting the water in the aquifer, the water sampling pipes with the water-permeable parts with different water stop rings formed to the same length as the thickness of the other aquifers are communicated in correspondence with the other layers, and through the strainer part and the water-permeable parts. Investigate the groundwater of each aquifer by injecting another layer of groundwater into the sampling pipe and collecting water by pumping means. Water sampling survey method for multi-layer underground aquifers.
【請求項2】 地中に掘削して複数の帯水層を検出する
調査孔と、複数の帯水層の各層厚と同様な長さに形成し
た複数の止水パツカー付きストレーナー部を有し調査孔
内に配置し各帯水層に対応させて個別に連通する集水管
と、特定の帯水層の層厚と同様な長さに形成した止水リ
ング付き透水部を有しストレーナー部に対応させて連通
し特定層の地下水を流入して採水する止水底付き採水管
と、他の帯水層の層厚と同様な長さに形成した異なる止
水リング付き透水部を有しストレーナー部に対応させて
連通し他層の地下水を流入して採水する止水底付き採水
管と、各採水管内に配置する地下水の揚水手段とを具備
した多層地下帯水層の採水調査装置。
2. A survey hole for excavating underground to detect a plurality of aquifers, and a plurality of strainer sections with water-stoppers formed to have the same length as the thickness of each of the plurality of aquifers. The strainer has a water collection pipe that is placed in the survey hole and communicates individually with each aquifer, and a water-permeable part with a water-stop ring formed to the same length as the specific aquifer layer thickness. A strainer that has a water-stopping pipe with a water-stop bottom that communicates with and inflows groundwater of a specific layer and a water-stop ring with a length similar to the thickness of the other aquifer. A multi-layer underground aquifer water sampling investigation device comprising a water sampling pipe with a water stop bottom that communicates with the section and inflows groundwater of another layer to sample water, and groundwater pumping means arranged in each water sampling pipe. .
JP2915994A 1994-02-02 1994-02-02 Investigation method of water sampling of multi-layered aquifer and its water sampling investigation Expired - Fee Related JP2916521B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2915994A JP2916521B2 (en) 1994-02-02 1994-02-02 Investigation method of water sampling of multi-layered aquifer and its water sampling investigation

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Application Number Priority Date Filing Date Title
JP2915994A JP2916521B2 (en) 1994-02-02 1994-02-02 Investigation method of water sampling of multi-layered aquifer and its water sampling investigation

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JPH07217362A JPH07217362A (en) 1995-08-15
JP2916521B2 true JP2916521B2 (en) 1999-07-05

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JP4906065B2 (en) * 2006-03-27 2012-03-28 株式会社ワイドハーバー A water sampling method for a multi-layer intake layer in an existing well and its strainer packer device.
CN102518141B (en) * 2011-12-19 2013-12-25 同济大学 Deep foundation pit dewatering and decompressing combination well controlled in subsection manner
JP5950672B2 (en) * 2012-04-18 2016-07-13 東急建設株式会社 Spring water stop method
JP6432863B2 (en) * 2014-11-21 2018-12-05 五洋建設株式会社 Groundwater observation method and observation tube used therefor
CN107448198B (en) * 2017-09-26 2023-03-14 中国科学院武汉岩土力学研究所 Double-layer pumping device and double-layer pumping system
CN110670635A (en) * 2019-10-16 2020-01-10 山东省物化探勘查院 One-hole multi-well construction method in fine particle aquifer
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