JP3451258B2 - Groundwater observation method and groundwater observation device - Google Patents

Groundwater observation method and groundwater observation device

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Publication number
JP3451258B2
JP3451258B2 JP36182799A JP36182799A JP3451258B2 JP 3451258 B2 JP3451258 B2 JP 3451258B2 JP 36182799 A JP36182799 A JP 36182799A JP 36182799 A JP36182799 A JP 36182799A JP 3451258 B2 JP3451258 B2 JP 3451258B2
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Japan
Prior art keywords
groundwater
pipe
aquifer
measuring
water
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Japanese (ja)
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JP2001173361A (en
Inventor
秀文 坂本
六郎 広瀬
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大洋開発建設株式会社
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Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、ボーリング孔内に
ユニツトとしてセットし、地中の帯水層における地下水
を測定、観測するのに好適な地下水の観測方法及び地下
水の観測装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a groundwater observing method and a groundwater observing device which are set as a unit in a borehole and are suitable for measuring and observing groundwater in an underground aquifer. .

【0002】[0002]

【従来の技術】近年、地下水の汚染対策や飲用水、工業
用水等の確保さらには各種の構築物(建築物等)の施工
等に際し、ボーリング孔を穿設して帯水層ごとに地下水
を採水し、帯水層ごとに地下水の水質(汚染)、水量等
を調査する採水・観測調査が行われている。従来の採水
・観測調査は、ボーリング孔を穿設して地中の比抵抗を
測定するなどして各帯水層の深さや層厚等を検出した
後、ボーリング孔内にストレーナーパイプをセットし
て、ストレーナーパイプに取り入れた帯水層の地下水を
採水プローブやポンプにより採水し、水量等も測定して
行われている。帯水層ごとに地下水の水質(汚染等)や
水量等を測定して観測する地下水の採水・観測方法や観
測装置が開発されている(例えば実公平4−7278号
公報、特開平4−85484号公報、特許第29165
21号公報等)
2. Description of the Related Art In recent years, when taking measures against pollution of groundwater, securing drinking water, industrial water, etc., and constructing various structures (buildings, etc.), drilling boring holes to collect groundwater for each aquifer. Water sampling and observation surveys are being conducted to investigate the quality of water (pollution) and the amount of groundwater for each aquifer. In the conventional water sampling / observation survey, after setting the strainer pipe in the borehole after detecting the depth and layer thickness of each aquifer by drilling the borehole and measuring the resistivity in the ground. Then, groundwater in the aquifer introduced into the strainer pipe is sampled by a sampling probe or pump, and the amount of water is also measured. A groundwater sampling / observation method and an observation apparatus for measuring and observing the water quality (contamination, etc.) and the amount of groundwater for each aquifer have been developed (for example, Japanese Utility Model Publication No. 4-7278, JP-A-4-7278). 85484, Japanese Patent No. 29165
No. 21, etc.)

【0003】[0003]

【発明が解決しようとする課題】従来の地下水の採水・
観測方法やその採水・観測装置は、前記のようにボーリ
ング孔内にセットしたストレーナーパイプ中に各帯水層
の地下水を流入せしめて、そのパイプ中に流入した地下
水を帯水層ごとに採水し、水量等も測定、観測するよう
になっており、採水による水質汚染の調査には効果的で
あるが、パイプ中に流入した帯水層の地下水は基本的に
帯水層中における流速等の変化を受け易くバラツキがあ
るため、前記のような地下水の測定、観測では、帯水層
における地下水の状態(流量や水量等)を正確に検出で
きない。通常の地下水調査のみならず地すべりや地盤改
良さらには土砂の液状化等に対応するための調査として
は必ずしも効果的でなく、地下水の測定、観測性能、信
頼性をさらに高める必要があるなどの課題になってい
る。
[Problems to be Solved by the Invention] Conventional groundwater sampling
The observation method and its water sampling / observation equipment are such that the groundwater of each aquifer is made to flow into the strainer pipe set in the borehole as described above, and the groundwater flowing into the pipe is sampled for each aquifer. It is also effective for investigation of water pollution due to water sampling, since it is also used to measure and observe the amount of water, etc., but groundwater in the aquifer that flows into the pipe is basically in the aquifer. Because of variations in the flow velocity and the like, which are subject to variations, it is not possible to accurately detect the state of groundwater in the aquifer (flow rate, water volume, etc.) by measuring and observing groundwater as described above. Not only an ordinary groundwater survey, but also a survey that is not necessarily effective as a survey to respond to landslides, ground improvement, and liquefaction of soil, etc., and issues such as the need to further improve groundwater measurement, observation performance, and reliability It has become.

【0004】本発明は、前記のような課題を解決するた
めに開発したものであり、その目的とする処は、ストレ
ーナー二重管に付設した地下水取入部と測定用管に帯水
層の地下水を個別に取り入れて導入し、帯水層の地下水
ごとの水位や水圧等を測定して観測することにより、帯
水層における地下水の状態を容易に精度良く検出可能と
して、地下水の測定、観測性能、信頼性を向上した地下
水の観測方法及び地下水の観測装置を提供するにある。
The present invention was developed in order to solve the above-mentioned problems, and the purpose thereof is to provide a groundwater intake section attached to a strainer double pipe and a groundwater of an aquifer in a measuring pipe. By individually introducing and introducing, and measuring and observing the water level and water pressure of each groundwater in the aquifer, the state of groundwater in the aquifer can be easily and accurately detected. , To provide a groundwater observation method and a groundwater observation device with improved reliability.

【0005】[0005]

【課題を解決するための手段】本発明は、内外二重管の
外管と内管との間にボーリング検出に基づく帯水層に対
応させて上下対の内外仕切手段で区画した地下水取入部
を形成し、かつ地下水取入部に連通して内管の内側スペ
ースで上方へ延長した測定用管を付設したストレーナー
二重管とし、ストレーナー二重管をボーリング孔内にセ
ットして、地下水取入部に帯水層の地下水を取り入れ、
地下水取入部内の地下水を測定用管内に導入せしめて、
測定用管内における地下水の水柱の水位を測定する地下
水の観測方法に特徴を有し、内外二重管とし上下対の内
外仕切手段を介装して補強したストレーナー二重管と
し、地下水取入部は、ボーリング検出に基づく帯水層に
対応せしめ上下対の内外仕切手段を介装して形成してい
るため、地下水ごとに取り入れスペースが確保され、ボ
ーリング孔内で所要の帯水層に精度良く整合されて、長
期にわたり所要の帯水層の地下水のみを効果的に取り入
れる。測定用管は、内管の内側スペース内で上方へ延長
し保護されて安定され、地下水取入部中の地下水を導入
して、帯水層中の地下水の流動や水圧の変化等には格別
に影響されない安定した水柱を形成し、地表近くでその
水柱の水面を測定することにより、帯水層の地下水の水
位が容易に精度良く検出される。必要に応じ長期にわた
り前記の測定を繰り返して観測する。前記の水位測定、
観測は、ボーリング検出に基づく帯水層のデータ(層の
深さや厚さ等)とともに帯水層の地下水の水量や水圧、
流速さらにはその変化等の基本的な検出データとして効
果的に得られる。また、測定用管中の地下水を地表近く
で容易に採水し分析して、地下水の水質汚染等も検出さ
れるなど、地下水の観測性能、信頼性を効果的に高めて
いる。
DISCLOSURE OF THE INVENTION The present invention is directed to a groundwater intake section divided by a pair of upper and lower partition means corresponding to an aquifer based on boring detection between an outer tube and an inner tube of an inner-outer double tube. And a strainer double pipe that is connected to the groundwater intake part and has a measurement pipe that extends upward in the inner space of the inner pipe.Set the strainer double pipe in the boring hole and set the groundwater intake part. Taking in groundwater from the aquifer,
Introduce the groundwater in the groundwater intake into the measuring pipe,
Characterized by the method of observing groundwater that measures the water level of the groundwater column in the pipe for measurement, it is a strainer double pipe reinforced by interposing an inner / outer double pipe and a pair of inner and outer partition means, and the groundwater intake part is Since it is formed by interposing a pair of inner and outer partitioning means that correspond to the aquifer based on the boring detection, a space for taking in each groundwater is secured, and the required aquifer is accurately matched in the borehole. Therefore, only the groundwater in the required aquifer is effectively taken in for a long period of time. The measuring pipe extends upward in the inner space of the inner pipe and is protected and stabilized.Introducing groundwater in the groundwater intake part makes it especially effective for changes in groundwater flow and water pressure in the aquifer. By forming a stable water column that is not affected and measuring the water surface of the water column near the surface of the earth, the groundwater level of the aquifer can be easily and accurately detected. If necessary, repeat the above measurements for a long period of time and observe. Water level measurement,
The observation is based on boring detection, and the aquifer data (depth and thickness of the aquifer) as well as the groundwater volume and pressure of the aquifer,
It can be effectively obtained as basic detection data such as the flow velocity and its change. In addition, groundwater in the measuring pipe is easily sampled near the surface of the ground and analyzed to detect water pollution, etc., which effectively enhances the observation performance and reliability of groundwater.

【0006】前記の地下水の観測方法において、複数の
地下水取入部を各帯水層ごとに区画して形成し、各地下
水取入部に各帯水層の地下水を個別に取り入れ、各地下
水取入部ごとに複数の測定用管内を連通し内管の内側ス
ペースで上方へ延長して付設し、各地下水取入部内の地
下水を各測定用管内に個別に導入せしめて、各測定用管
内における地下水の水柱の各水位を個別に測定すること
に特徴を有し、前記の地下水の測定、観測さらには採水
を各帯水層ごとに同様な高精度で能率良く容易に行うこ
とができる。ストレーナー二重管の地下水取入部に付設
した水圧センサーによつて、地下水取入部に取り入れら
れた地下水の水圧を測定することに特徴を有し、その水
圧センサーによつて地下水取入部に取り入れられた地下
水の水圧を測定して、帯水層の地下水の水圧測定、観測
性能を高める。複数のボーリング孔を相互間隔をおき穿
設して、各ボーリング孔内にそれぞれ対応した測定用管
あるいはまた水圧センサー付きのストレーナー二重管を
セットして、各ボーリング孔における各地下水の水位あ
るいはまた水圧を測定し、あるいはまた長期にわたり繰
り返し測定して観測することに特徴を有し、各帯水層の
地下水の測定、観測を広範囲にわたり実施して、その三
次元的な広域にわたる高精度の測定、観測により、帯水
層の分布や地下水の分布、水質汚染等の検出をも可能と
し、通常の地下水調査や水質汚染調査のみならず、地す
べりや地盤改良さらには土砂の液状化等に対応する地中
調査としてさらに効果的であるなど、総合的に優れた地
下水の測定、観測性能、信頼性を発揮する。
In the above-mentioned groundwater observation method, a plurality of groundwater intakes are formed by partitioning each aquifer, and groundwater of each aquifer is individually taken into each groundwater intake, and each groundwater intake is A plurality of measurement pipes are connected to each other and extended upward in the inner space of the inner pipe, and the groundwater in each groundwater intake part is individually introduced into each measurement pipe, and the groundwater column in each measurement pipe is installed. It is characterized in that each water level is measured individually, and the above-mentioned groundwater measurement, observation, and water sampling can be performed easily and efficiently with the same high accuracy for each aquifer. Characterized by measuring the water pressure of the groundwater taken into the groundwater intake by a water pressure sensor attached to the groundwater intake of the strainer double pipe, and taken into the groundwater intake by the water pressure sensor Measure groundwater pressure to improve groundwater pressure measurement and observation performance. Plural boring holes are bored at an interval from each other, and a corresponding measuring pipe or a strainer double pipe with a water pressure sensor is set in each boring hole, and the water level of each groundwater in each boring hole or Characterized by observing water pressure or repeatedly measuring over a long period of time, the groundwater of each aquifer is measured and observed over a wide range, and its three-dimensional, high-precision measurement is performed over a wide area. By observation, it is possible to detect aquifer distribution, groundwater distribution, water pollution, etc., and respond not only to ordinary groundwater surveys and water pollution surveys but also to landslides, ground improvement, and liquefaction of sediment. Demonstrate comprehensively excellent groundwater measurement, observation performance, and reliability, such as being more effective as an underground survey.

【0007】また、内外二重管の間にボーリング検出に
基づく帯水層に対応させて上下対の内外仕切手段で区画
して帯水層の地下水を取り入れる地下水取入部を形成
し、かつ地下水取入部に連結して内管の内側スペースで
上方へ延長し地下水取入部中の地下水を導入する測定用
管を付設してボーリング孔内にセットするストレーナー
二重管と、測定用管内に導入された地下水の水柱の水位
を測定する水位センサーとを具備した地下水の観測装置
に特徴を有し、このストレーナー二重管は、内外二重管
とし上下対の内外仕切手段を介装して補強され、かつボ
ーリング検出に基づく上下対の内外仕切手段の介装によ
り帯水層に対応せしめた地下水取入部及び測定用管を付
設して、優れた耐強度を有するコンパクトなユニット構
造として容易に形成される。地下水取入部は、所要の帯
水層に精度良く整合され、その地下水のみの取り入れス
ペースが確保されるなど優れた地下水取入性能を発揮す
る。測定用管は、内管の内側スペースで上方へ延長され
て内外二重管部により保護され安定されて、地下水取入
性能から導入した地下水の水柱を形成し、この水柱は効
果的に安定されて、地表近くで地下水の水位の測定、観
測を高精度で容易とし、その採水も容易にしている。さ
らに、このストレーナー二重管は、ボーリング孔内に容
易に挿入して、所要の帯水層のみに地下水取入部を容易
に精度良く整合させてセットでき、かつ長期にわたり地
下水の取り入れ導入性能が持続されて、前記のような優
れた地下水の測定、観測さらに採水性能、信頼性が得ら
れる。
Further, a groundwater intake part for taking in groundwater of the aquifer is formed between the inner and outer double pipes by dividing the aquifer based on the boring detection into a pair of upper and lower inner and outer partitioning means, and the groundwater intake is formed. A strainer double pipe that is connected to the inlet part and extends upward in the inner space of the inner pipe to install the groundwater in the groundwater intake part and set it in the boring hole. It is characterized by a groundwater observation device equipped with a water level sensor for measuring the water level of the groundwater column, and this strainer double pipe is reinforced by interposing an inner / outer double pipe as an inner / outer partitioning means. In addition, by installing a groundwater intake part and a measuring pipe that correspond to the aquifer by interposing a pair of upper and lower partitioning means based on boring detection, it is easy to form a compact unit structure with excellent strength. It is. The groundwater intake part is highly aligned with the required aquifer, and has an excellent groundwater intake performance, such as ensuring a space for intake of the groundwater only. The measuring pipe extends upward in the inner space of the inner pipe and is protected and stabilized by the inner and outer double pipes to form the water column of groundwater introduced from the groundwater intake performance, which is effectively stabilized. In addition, it makes it easy to measure and observe the groundwater level near the surface of the earth with high accuracy, and to collect the water easily. In addition, this strainer double pipe can be easily inserted into the boring hole, and the groundwater intake can be easily and accurately set in only the required aquifer, and the intake performance of groundwater can be maintained for a long time. As a result, the above-mentioned excellent groundwater measurement and observation, as well as water sampling performance and reliability can be obtained.

【0008】また、前記の地下水の観測装置において、
ストレーナー二重管に各帯水層ごとに個別に区画した複
数の地下水取入部を形成し、かつ各地下水取入部ごとに
個別に連結して内管の内側スペースで上方へ延長した複
数の測定用管を付設したことにより、各帯水層ごとに地
下水を個別に精度良く測定、観測可能とし地下水の観測
性能、信頼性をさらに高めている。ストレーナー二重管
に形成した地下水取入部の内側に付設して地下水取入部
に取り入れられた帯水層の地下水の水圧を測定する水圧
センサーを付設したことにより、ストレーナー二重管に
形成した地下水取入部の地下水の水圧を容易に精度良く
測定、観測可能にしている。ストレーナー二重管の外管
及び内管は、上下対の内外仕切手段を介し継管して構成
したことにより、上下対の内外仕切手段を介装とともに
地下水取入部の形成を容易とし形成精度を高めるなど、
総合的に地下水の観測性能、信頼性を高めている。
Further, in the above groundwater observation device,
For multiple measurements, each of which has a grounded water intake part that is individually partitioned for each aquifer in the strainer double pipe and is connected individually to each groundwater intake part and extended upward in the inner space of the inner pipe By installing a pipe, it is possible to measure and observe groundwater individually and accurately for each aquifer, further enhancing the observation performance and reliability of groundwater. By installing a water pressure sensor inside the groundwater intake formed in the strainer double pipe and measuring the water pressure of the groundwater in the aquifer taken into the groundwater intake, the groundwater intake formed in the strainer double pipe is installed. It enables easy and accurate measurement and observation of the water pressure of the groundwater at the entrance. The outer and inner pipes of the strainer double pipe are constructed by connecting the upper and lower pairs of inner and outer partitioning means, which facilitates formation of the groundwater intake part together with the upper and lower pair of inner and outer partitioning means. To increase,
The observation performance and reliability of groundwater are enhanced comprehensively.

【0009】[0009]

【発明の実施の形態】図1Aに本発明における地下水の
観測方法及び地下水の観測装置を示す第1実施例、図1
Bにその変形例、図2に第2実施例、図3に図1Aの地
下水観測装置の一部を拡大して示している。図中1はボ
ウリング孔、2,3は外管2と内管3等からなる内外二
重管、又は上下対の内外仕切手段を付設して地下水取入
部を形成したストレーナー二重管、2a,2b,2c
・、3a,3b,3c・は外管と内管を構成する継管、
4a〜4cはストレーナー二重管を上下対の内外仕切手
段で部分的に区画して外管と内管との間に形成した帯水
層ごとの地下水取入部、5a〜5cは地下水取入部ごと
に連通して内管の内側スペースSで上方へ延長した帯水
層の地下水を個別に導入する測定用管、9はストレーナ
ー二重管及び測定用管等の上部を固定する架台、11,
12は外管と内管に介装した上下対の内外仕切手段、2
0は水位センサーや水圧センサーのケーブルの繰出具、
21aはケーブル21b付きの水位センサー、21cは
ケーブル21bに連結した水位検出器、21dはケーブ
ル21bに連結した水位検出記録器、22aはケーブル
22b付きの水圧センサー、22cはケーブル22bに
連結した水圧検出記録器、25は地下水をポンプアップ
して採水する採水パイプ、26は水位検出記録器や水圧
検出記録器に連結したパソコン等のコンピューター、a
1〜a3は地中の帯水層、bは地中の不透水層、Sは内
管の内側スペースである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1A shows a groundwater observing method and groundwater observing apparatus according to a first embodiment of the present invention.
FIG. 2B is a modification thereof, FIG. 2 is a second embodiment, and FIG. 3 is an enlarged view of a part of the groundwater observation device of FIG. 1A. In the figure, 1 is a bowling hole, 2 and 3 are inner-outer double pipes composed of an outer pipe 2 and an inner pipe 3, etc., or a strainer double pipe in which a pair of upper and lower partitioning means is attached to form a groundwater intake portion, 2a, 2b, 2c
.. 3a, 3b, 3c .. are joint pipes that form the outer pipe and the inner pipe,
4a to 4c are groundwater intake parts for each aquifer formed between the outer pipe and the inner pipe by partially partitioning the strainer double pipe by a pair of upper and lower inner and outer partitioning means, and 5a to 5c are each groundwater intake part. , A measurement pipe for individually introducing groundwater of an aquifer extending upward in the inner space S of the inner pipe, 9 is a pedestal for fixing the upper portions of the strainer double pipe and the measurement pipe, 11,
Reference numeral 12 denotes a pair of upper and lower partitioning means interposed between the outer pipe and the inner pipe, and 2
0 is a water level sensor and water pressure sensor cable feeding tool,
21a is a water level sensor with a cable 21b, 21c is a water level detector connected to the cable 21b, 21d is a water level detection recorder connected to the cable 21b, 22a is a water pressure sensor with a cable 22b, and 22c is a water pressure detection connected to the cable 22b. A recorder, 25 is a pipe for collecting groundwater by pumping up groundwater, 26 is a computer such as a personal computer connected to a water level detection recorder and a water pressure detection recorder, a
1 to a3 are underground aquifers, b is an impermeable layer in the ground, and S is an inner space of the inner pipe.

【0010】図示の本発明は、内外二重管2,3の外管
2と内管3との間にボーリング検出に基づく帯水層a1
やa2,a3に対応させて上下対の内外仕切手段11,
12で区画した地下水取入部4aや4b,4cを形成
し、かつ地下水取入部に連通して内管3の内側スペース
Sで上方へ延長した測定用管5aや5b,5cを付設し
たストレーナー二重管2,3とし、ストレーナー二重管
をボーリング孔1内にセットして、地下水取入部4aや
4b,4cに帯水層ごとの地下水を取り入れ、地下水取
入部内の地下水をさらに測定用管5aや5b,5c内に
導入せしめて、測定用管内に形成された地下水の水柱の
水位を測定することを特徴とする地下水の観測方法にな
っている。
The present invention shown in the figure shows an aquifer a1 based on boring detection between the outer pipe 2 and the inner pipe 3 of the inner and outer double pipes 2,3.
And a2, a3 corresponding to a pair of upper and lower partition means 11,
Strainer double which forms groundwater intake 4a, 4b, 4c divided by 12 and is provided with measurement pipes 5a, 5b, 5c which communicate with the groundwater intake and extend upward in the inner space S of the inner pipe 3. Pipes 2 and 3 are set, a strainer double pipe is set in the boring hole 1, groundwater is taken into each groundwater intake part 4a, 4b, 4c, and groundwater in the groundwater intake part is further measured by a pipe 5a. It is a method of observing groundwater which is characterized by measuring the water level of the water column of groundwater formed in the measuring pipe by introducing it into the pipes 5b and 5c.

【0012】また、前記の地下水の観測方法において、
複数の地下水取入部4a,4b,4cを各帯水層a1,
a2,a3ごとに区画して形成し、各地下水取入部に各
帯水層の地下水を個別に取り入れ、複数の測定用管内5
a,5b,5cを各地下水取入部4a,4b,4cごと
に連通し内管3の内側スペースSで上方へ延長して付設
し、各測定用管内に各地下水取入部内の地下水を個別に
導入せしめて、各測定用管5a,5b,5c内における
地下水の各水柱の水位を個別に測定することを特徴とす
る地下水の観測方法になつている。
Further, in the above groundwater observation method,
A plurality of groundwater intakes 4a, 4b, 4c are connected to each aquifer a1,
It is formed by dividing into a2 and a3, and the groundwater of each aquifer is individually taken into each groundwater intake part, and a plurality of measuring pipes 5
a, 5b, 5c are connected to each groundwater intake part 4a, 4b, 4c and extended upward in the inner space S of the inner pipe 3 to attach the groundwater in each groundwater intake part individually to each measurement pipe. At the very least, it is a groundwater observation method characterized by individually measuring the water level of each water column of groundwater in each measurement pipe 5a, 5b, 5c.

【0013】前記の地下水の観測方法において、測定用
管5a,5b,5c内に導入された地下水の水位を長期
にわたり繰り返し測定して観測することを特徴とする地
下水の観測方法になつている。
In the above groundwater observation method, the groundwater observation method is characterized by repeatedly measuring and observing the water level of the groundwater introduced into the measuring pipes 5a, 5b, 5c for a long period of time.

【0014】前記の地下水の観測方法において、ストレ
ーナー二重管2,3に形成した地下水取入部4a,4
b,4cごとに水圧センサー22aを付設し、水圧セン
サーによつて各地下水取入部4a,4b,4cに取り入
れられた各地下水の水圧を測定しあるいはまた長期にわ
たり繰り返し測定して観測することを特徴とする地下水
の観測方法になつている。
In the above groundwater observation method, the groundwater intakes 4a, 4 formed in the strainer double pipes 2, 3
The water pressure sensor 22a is attached to each of b and 4c, and the water pressure of each groundwater taken into each groundwater intake part 4a, 4b, 4c is measured by the water pressure sensor or is repeatedly measured for a long time and observed. It is a method of observing groundwater.

【0015】前記の地下水の観測方法において、複数の
ボーリング孔1を相互間隔をおき穿設して、各ボーリン
グ孔1内にそれぞれ対応した測定用管5aや5b,5c
あるいはまた水圧センサー22a付きのストレーナー二
重管2,3をセットして、各ボーリング孔1における各
地下水の水位あるいはまた水圧を測定しあるいはまた長
期にわたり繰り返し測定して観測することを特徴とする
地下水の観測方法になつている。
In the above groundwater observing method, a plurality of boring holes 1 are bored at intervals, and the measuring tubes 5a, 5b, 5c respectively corresponding to the boring holes 1 are bored.
Alternatively, the strainer double pipes 2 and 3 with the water pressure sensor 22a are set to measure the water level or water pressure of each groundwater in each boring hole 1 or the groundwater characterized by being repeatedly measured over a long period of time. Has become the observation method.

【0016】また、内外二重管2,3の外管2と内管3
との間にボーリング検出に基づく帯水層a1やa2,a
3に対応させて上下対の内外仕切手段11,12で区画
して帯水層の地下水を取り入れる地下水取入部4aや4
b,4cを形成し、かつ地下水取入部に連結して内管3
の内側スペースSで上方へ延長し地下水取入部の地下水
を導入する測定用管5aや5b,5cを付設してボーリ
ング孔1内にセットするストレーナー二重管2,3と、
測定用管内に導入された地下水の水柱の水位を測定する
水位センサー21aとを具備したことを特徴とする地下
水の観測装置になつている。
Further, the outer pipe 2 and the inner pipe 3 of the inner and outer double pipes 2, 3
Between aquifers a1 and a2, a based on boring detection
The groundwater intake parts 4a and 4 which are divided into upper and lower pairs of internal and external partitioning means 11 and 12 to take in the groundwater of the aquifer corresponding to 3
Inner pipe 3 which forms b and 4c and is connected to the groundwater intake part
Strainer double pipes 2 and 3 which are installed in the boring hole 1 by attaching measurement pipes 5a, 5b and 5c which extend upward in the inner space S of the above and which introduces groundwater of the groundwater intake part,
The groundwater observing apparatus is provided with a water level sensor 21a for measuring the water level of a water column of groundwater introduced into the measuring pipe.

【0017】前記の地下水の観測装置において、ストレ
ーナー二重管2,3に各帯水層a1,a2,a3ごとに
区画した複数の地下水取入部4a,4b,4cを形成
し、かつ各地下水取入部ごとに個別に連結して内管3の
内側スペースSで上方へ延長した複数の測定用管5a,
5b,5cを付設したことを特徴とする地下水の観測装
置になつている。
In the above-mentioned groundwater observing device, a plurality of groundwater intakes 4a, 4b, 4c divided into aquifers a1, a2, a3 are formed in the strainer double pipes 2, 3 and each groundwater intake is formed. A plurality of measuring tubes 5a that are individually connected to each of the inlets and extend upward in the inner space S of the inner tube 3,
It is a groundwater observation device characterized by having 5b and 5c attached.

【0018】前記の地下水の観測装置において、ストレ
ーナー二重管2,3に形成した地下水取入部4a,4
b,4cに付設して地下水取入部における帯水層a1,
a2,a3の地下水の水圧を測定する水圧センサー22
aを付設したことを特徴とする地下水観測装置になつて
いる。
In the above groundwater observing device, the groundwater intakes 4a, 4 formed in the strainer double pipes 2, 3
b, 4c attached to the groundwater intake aquifer a1,
Water pressure sensor 22 for measuring the water pressure of a2 and a3 groundwater
It is a groundwater observation device characterized by the addition of a.

【0019】前記の地下水の観測装置において、ストレ
ーナー二重管2,3の外管2及び内管3は、上下対の内
外仕切手段11,12を介し継管2a,2b,2c・、
3a,3b,3c・して構成したことを特徴とする地下
水の観測装置になつている。
In the above-mentioned groundwater observing device, the outer pipe 2 and the inner pipe 3 of the strainer double pipes 2 and 3 are connected to the connecting pipes 2a, 2b, 2c.
It is a groundwater observation device characterized by being configured as 3a, 3b, 3c.

【0020】さらに詳述すると、ボーリング孔1は、図
示のように地下水の測定、観測とともに採水等をするの
に好適な所要の場所に、適宜の手段で少なくとも複数の
帯水層a1〜a3まで堀削するとともに、従来の適宜手
段によりその堀削に際し得られる土壌や比抵抗等の検出
等によつて、地中における各帯水層a1〜a3の深さや
層厚等を不透水層bとともにほぼ正確に検出する。
More specifically, the boring hole 1 is provided with at least a plurality of aquifers a1 to a3 by an appropriate means at a required place suitable for measuring and observing groundwater and collecting water as shown in the drawing. The depth and layer thickness of each of the aquifers a1 to a3 in the ground are determined by detecting the soil and the specific resistance obtained during the excavation by the conventional appropriate means. And almost accurately detect.

【0021】また、ストレーナー二重管2,3は、外管
2と内管3と付設した複数の上下対をなす内外仕切手段
11,12及び測定用管5a〜5c等からなり、外管2
は、好ましくは比較的に硬質で適度の可撓性を有する各
種の合成樹脂により、内外仕切手段11,12を介装し
て好ましくは継管2a,2b,2c・を連結(図3参
照)して、ボーリング孔1に対し適宜の小径に形成し、
検出された各帯水層a1〜a3の深さや層厚等に基づき
対応させて地下水の取入孔2d群を帯水層ごとに形成し
ている。内管3は、好ましくは比較的に硬質で適度の可
撓性を有する各種の合成樹脂により、内外仕切手段1
1,12を介装して好ましくは継管3a,3b,3c・
を連結(図3参照)し、外管2に対し適宜の小径に形成
して、外管2との間に帯水層の地下水を取り入れる地下
水取入部4a〜4cを適宜の幅及び長さに形成を形成す
る。さらに、例えば地下水取入部4a〜4cごとにその
内管3に連結管5dやナツト等で測定用管5a〜5cを
連結して付設し、内管3の内側スペースSで上方へ延長
せしめている。このストレーナー二重管2,3は、基本
的に内外二重管2,3とし上下各対の内外仕切手段1
1,12を介装して補強するとともに、ボーリング検出
に基づく各帯水層a1〜a3の深さや層厚等に対応させ
て取入孔2d群付きの各地下水取入部4a〜4cを形成
し、かつ測定用管5a〜5cを付設して、図示のように
比較的に簡単でコンパクトなユニット構造にしている
(特に図1,図3参照)。図中3eはストレーナー二重
管2,3の下部に止栓等で形成してストレーナー二重管
2,3内への土砂や地下水の流入を防止した底面部であ
る。
The strainer double tubes 2 and 3 are composed of a plurality of upper and lower paired inner and outer partition means 11 and 12 attached to the outer tube 2 and the inner tube 3 and measuring tubes 5a to 5c.
Are preferably relatively hard and various kinds of synthetic resins having appropriate flexibility, and are preferably connected to the connecting pipes 2a, 2b, 2c through the inner and outer partitioning means 11 and 12 (see FIG. 3). Then, the boring hole 1 is formed into an appropriate small diameter,
A group 2d of groundwater intake holes is formed for each aquifer in association with the detected depth and layer thickness of each aquifer a1 to a3. The inner pipe 3 is preferably made of various kinds of synthetic resin which are relatively hard and have appropriate flexibility, and the inner and outer partitioning means 1
1, 12 are interposed, preferably the connecting pipes 3a, 3b, 3c.
(Refer to FIG. 3) to form an appropriate small diameter with respect to the outer pipe 2, and the groundwater intake portions 4a to 4c for taking in the groundwater of the aquifer between the outer pipe 2 and the outer pipe 2 have appropriate widths and lengths. Forming formation. Further, for example, the measuring pipes 5a to 5c are attached to the inner pipes 3 of the groundwater intake units 4a to 4c by connecting pipes 5d and nuts and the like, and are extended upward in the inner space S of the inner pipes 3. . The strainer double pipes 2 and 3 are basically the inner and outer double pipes 2 and 3, and upper and lower pairs of inner and outer partitioning means 1
1, 12 are interposed to reinforce, and the groundwater intake portions 4a to 4c with the intake hole 2d group are formed corresponding to the depths and layer thicknesses of the aquifers a1 to a3 based on boring detection. In addition, the measuring tubes 5a to 5c are additionally provided to form a relatively simple and compact unit structure as shown in the drawings (see particularly FIGS. 1 and 3). In the figure, 3e is a bottom portion formed by a stopper or the like below the strainer double pipes 2 and 3 to prevent the inflow of earth and sand and groundwater into the strainer double pipes 2 and 3.

【0022】内外仕切手段11,12は、適度の弾性を
有する各種のゴム又は合成樹脂等によつて形成した内側
仕切手段11と外側仕切手段12とからなり、内側仕切
手段11は、特に図3に示すようにストレーナー二重管
2,3の外管2の径に対応せしめ、上下面側に外管2と
内管3とを連結するための適宜の継管手段(ねじ込みや
糊着等)を設けて、各継管2a,2b,2c・及び3
a,3b,3c・を強力に連結して継管する役割を兼
ね、ボーリング検出に基づく帯水層a1,a2,a3に
対応させてそれらの上側と下側の不透水層b部分で上下
対にして介装し、少なくとも外管2と内管3との間を水
密にパッキングし、必要に応じ内管3の内側スペースS
も適度に水密にパッキングして、帯水層a1,a2,a
3ごとに地下水取入部4a〜4cを区画して形成してい
る。図示のように内管3の内側スペースS内にも形成す
る場合は、測定用管5a〜5cやケーブル等を上方へ延
長するための挿通孔を設けて、測定用管を支持して安定
せしめる。また、外側仕切手段12は、内側仕切手段1
1の外周に複数のOリングを介装するなどして一体的に
付設し、外管2とボーリング孔1との間を水密にパッキ
ングする。外側仕切手段12は、必要に応じ内側仕切手
段11の周囲に一体に形成することも可能でる。
The inner and outer partitioning means 11 and 12 are composed of an inner partitioning means 11 and an outer partitioning means 12 formed of various kinds of rubber or synthetic resin having appropriate elasticity, and the inner partitioning means 11 is particularly shown in FIG. As shown in Fig. 3, appropriate strainer pipe means (screw, glue, etc.) for connecting the outer pipe 2 and the inner pipe 3 to the upper and lower surfaces by making them correspond to the diameter of the outer pipe 2 of the strainer double pipes 2, 3 Is provided for each of the connecting pipes 2a, 2b, 2c, and 3
a, 3b, 3c · also has a role of strongly connecting and connecting pipes, and corresponding to aquifers a1, a2, a3 based on boring detection, upper and lower impermeable layers b of them are paired vertically. The inner space S of the inner tube 3 is packed as required by water-tightly packing at least the space between the outer tube 2 and the inner tube 3.
Are also properly watertightly packed to form aquifers a1, a2, a
Groundwater intake sections 4a to 4c are formed by partitioning every three. When it is formed in the inner space S of the inner tube 3 as shown in the drawing, through holes for extending the measuring tubes 5a to 5c and cables upward are provided to support and stabilize the measuring tube. . Further, the outer partition means 12 is the inner partition means 1
The outer tube 1 and the boring hole 1 are watertightly packed by being integrally attached to the outer circumference of the 1 by interposing a plurality of O-rings. The outer partition means 12 can be integrally formed around the inner partition means 11 if necessary.

【0023】測定用管5a〜5cは、好ましくは比較的
に硬質で適度の可撓性を有する各種の合成樹脂により、
図示のようにストレーナー二重管2,3に形成した地下
水取入部4a〜4c(必要に応じ特定の地下水取入部に
連結、図示例は全ての地下水取入部に連結)における内
管3側に、例えば連結管5dやナツト等によつて連結
し、内管3の内側スペースSで上方へ延長して、地下水
取入部4a〜4c内に取り入れられた帯水層a1〜a3
の地下水を個別に導入して、地下水の水柱を安定させて
形成し、地表近くでその水面つまり水位を帯水層ごとに
測定、観測可能とし、地表近くで容易に採水も可能にし
ている。
The measuring tubes 5a-5c are preferably made of various synthetic resins which are relatively hard and have appropriate flexibility.
On the inner pipe 3 side in the groundwater intake parts 4a to 4c (connected to specific groundwater intake parts as necessary, the illustrated example is connected to all groundwater intake parts) formed in the strainer double pipes 2 and 3 as shown in the drawing, For example, the aquifers a1 to a3 which are connected by a connecting pipe 5d or a nut, extend upward in the inner space S of the inner pipe 3 and are taken into the groundwater intake portions 4a to 4c.
The individual groundwaters are introduced to stabilize and form the water column of the groundwater, and the water surface, that is, the water level can be measured and observed for each aquifer near the surface of the earth, and it is also possible to easily collect water near the surface of the earth. .

【0024】水位センサー21aは、地下水取入部4a
〜4cに個別に連結した測定用管5a〜5c内に上方か
ら挿入して自由に上下操作できる程度の小径のセンサー
(周知のセンサー)を適用する。例えば、図1Aに示す
ように繰出器20によりケーブル21aを繰り出し、先
端部の水位センサー21a(周知手段−深井戸の小型の
水位検出用)を測定用管5a〜5cのいずれかに挿入し
て地下水の水面に達すると、水位センサーによつて水面
に達した水位検出信号(例えば通電による)が出力さ
れ、水位検出器21cは、ケーブル21bによる水位検
出信号、及び繰出具20によるケーブル21aの繰り出
し長さ信号の入力等に基づき、測定用管5a〜5cに導
入されて水柱になつている帯水層a1〜a3の地下水の
水面を検出するとともに、ボーリング検査に基づく帯水
層の深さデータ等も勘案して、水位として検出するよう
になっている。必要に応じ長期にわたり随時に測定を繰
り返してそれらの水位及び変化をも観測する。前記の水
位検出器21cに代えて、図2に示すようにケーブル2
1aに水位検出記録器21dを連結して前記の測定、観
測を記録する。さらにまた、測定用管5a〜5c中の地
下水を採水パイプ25によるポンプアップ等により地面
近くで採水して分析し、地下水の汚染状態を検出する。
The water level sensor 21a is the groundwater intake section 4a.
A small-diameter sensor (known sensor) that can be freely moved up and down by inserting it from above into the measuring tubes 5a to 5c individually connected to 4c to 4c is applied. For example, as shown in FIG. 1A, a cable 21a is fed by a feeding device 20, and a water level sensor 21a at the tip (known means-for detecting a small water level in a deep well) is inserted into any of the measuring tubes 5a to 5c. When reaching the water surface of the groundwater, the water level sensor outputs a water level detection signal reaching the water surface (for example, by energization), and the water level detector 21c outputs the water level detection signal by the cable 21b and the cable 21a by the feeding tool 20. Based on the input of the length signal, the water level of the aquifers a1 to a3, which are introduced into the measuring pipes 5a to 5c and form a water column, is detected, and the depth data of the aquifer based on the boring test is detected. The water level is detected in consideration of the above. If necessary, repeat measurements at any time over a long period of time to observe their water level and changes. Instead of the water level detector 21c, as shown in FIG.
The water level detection recorder 21d is connected to 1a to record the above measurement and observation. Furthermore, the groundwater in the measurement pipes 5a to 5c is sampled and analyzed near the ground by pumping up the water sampling pipe 25 or the like, and the contamination state of the groundwater is detected.

【0025】水圧センサー22aは、適宜の周知センサ
ーを適用し、図2、図3に示すようにストレーナー二重
管2,3に形成した各地下水取入部4a〜4cごとにそ
の内管3に付設して、各地下水取入部4a〜4cに取り
入れられた各地下水の水圧を個別に測定し、ケーブル2
2bを介して連設した水圧検出記録器22cに入力し、
水圧検出記録器によつて各地下水取入部4a〜4cに取
り入れられた各地下水の水圧を個別に測定して記録す
る。また、必要に応じ長期間にわたり各帯水層の水個別
の水圧及び変化を個別に観測する。
As the water pressure sensor 22a, an appropriate well-known sensor is applied, and as shown in FIGS. 2 and 3, the ground water intake portions 4a to 4c formed in the strainer double pipes 2 and 3 are attached to the inner pipe 3 thereof. Then, the water pressure of each groundwater taken into each groundwater intake part 4a-4c is measured individually, and the cable 2
Input to the water pressure detection recorder 22c connected via 2b,
The water pressure of each groundwater taken into each of the groundwater intake units 4a to 4c is individually measured and recorded by the water pressure detection recorder. In addition, the water pressure and changes of individual water in each aquifer will be individually monitored over a long period of time if necessary.

【0026】図1及び図2に示す地下水の観測方法につ
いて説明すると、図示のように地下水の測定、観測に好
適な場所に、ボーリング孔1を少なくとも複数の帯水層
a1〜a3まで堀削し、堀削に際し得られる土壌や比抵
抗等の検出等による従来の手段によつて、地中における
各帯水層a1〜a3の深さや層厚等を不透水層bととも
にほぼ正確に検出する。さらに、前記の各帯水層の検出
に基づき外管2及び内管3を上下対の内外仕切手段1
1,12を介し継管2a〜2c、3a〜3cして(図3
参照)、各帯水層a1〜a3の深さや層厚等に対応させ
て外管2と内管3の所望の位置に複数の地下水取入部4
a〜4cを形成し、各地下水取入部4a〜4cにそれぞ
れ測定用管5a〜5cを連結して帯水層a1〜a3に対
応した所要のストレーナー二重管2,3に製造する。
Explaining the method of observing groundwater shown in FIGS. 1 and 2, the boring hole 1 is dug into at least a plurality of aquifers a1 to a3 at a location suitable for measuring and observing groundwater as shown. The depth and layer thickness of each of the aquifers a1 to a3 in the ground are almost accurately detected together with the impermeable layer b by the conventional means such as detection of soil and resistivity obtained during excavation. Further, based on the detection of each of the aquifers, the outer pipe 2 and the inner pipe 3 are paired with the upper and lower inner and outer partition means 1.
The connecting pipes 2a to 2c and 3a to 3c through
), A plurality of groundwater intake parts 4 at desired positions of the outer pipe 2 and the inner pipe 3 in correspondence with the depth and layer thickness of each aquifer a1 to a3.
a to 4c are formed, and measuring pipes 5a to 5c are connected to the groundwater intake portions 4a to 4c, respectively, to manufacture the required strainer double pipes 2 and 3 corresponding to the aquifers a1 to a3.

【0027】次に、前記の測定用管付きストレーナー二
重管2,3は、図示のようにボーリング孔1内に挿入
し、各地下水取入部4a〜4cを各帯水層a1〜a3ご
とに個別に整合せしめて、ストレーナー二重管及び各測
定用管5a〜5cの上部を地上で架台等9で固定し、各
地下水取入部4a〜4cを各帯水層a1〜a3ごとに精
度良くセットして、このストレーナー二重管2,3の各
地下水取入部4a〜4c内にそれぞれ各帯水層a1〜a
3の地下水が個別に取り込まれる。さらに各帯水層a1
〜a3内の地下水はそれぞれの地下水取入部を介し各測
定用管5a〜5c内に個別に導入されて、各測定用管内
に個別に導入した帯水層a1〜a3の各地下水は、各帯
水層の地下水の水圧や水量に対応した水柱として個別に
形成される。
Next, the strainer double pipes 2 and 3 with measuring pipes are inserted into the boring hole 1 as shown in the drawing, and the groundwater intake portions 4a to 4c are respectively provided to the aquifers a1 to a3. Individually aligned, the upper parts of the strainer double pipe and each of the measurement pipes 5a to 5c are fixed on the ground with a mount 9 or the like, and the groundwater intake portions 4a to 4c are accurately set for each aquifer a1 to a3. Then, in each of the groundwater intake portions 4a to 4c of the strainer double pipes 2 and 3, the respective aquifers a1 to a are formed.
Groundwater of 3 is taken in individually. Furthermore, each aquifer a1
The groundwater in a3 to a3 is individually introduced into each measuring pipe 5a to 5c via each groundwater intake part, and each groundwater of the aquifers a1 to a3 individually introduced in each measuring pipe is It is formed individually as a water column corresponding to the water pressure and quantity of groundwater in the water layer.

【0028】前記のように測定用管付きストレーナー二
重管2,3をボーリング孔1内にセットすると、各測定
用管5a〜5c内に各帯水層a1〜a3の地下水が個別
に導入され水柱を形成する。例えば、図1Aのように繰
出具20によりケーブル21aを繰り出して水位センサ
ー21を所要の測定用管5a〜5c内に挿入し、水位セ
ンサー21aが地下水の水柱の水面に達するとその検出
信号を出力して、その検出信号に基づき水位検出器21
c又は水位検出記録器21dにより各帯水層の地下水の
水位が個別に測定されて記録される。必要に応じ水位検
出器21cによる前記の検出信号の入力時に、繰出具2
0に設けたケーブル21aの繰出量の読み取ることにに
よっても前記の水位検出が可能である。また、前記の水
位測定を長期にわたり随時に繰り返して観測する。さら
に、必要に応じ帯水層a1,a2,a3の地下水を採水
し分析して、地下水の汚染状態を検出する。特定の帯水
層a1やa2,a3のみ又は全ての帯水層の地下水につ
いて行われる。前記の水位検出にボーリング検出に基づ
く帯水層のデータ(層の深さや厚さ等)を勘案すること
により、帯水層a1,a2,a3の地下水における水圧
や水量さらに汚染状態等が精度良く効果的に把握され
る。
When the strainer double pipes 2 and 3 with measuring pipes are set in the boring hole 1 as described above, the groundwater of the aquifers a1 to a3 are individually introduced into the measuring pipes 5a to 5c. Form a water column. For example, as shown in FIG. 1A, the cable 21a is fed out by the feeding tool 20, the water level sensor 21 is inserted into the required measurement pipes 5a to 5c, and the detection signal is output when the water level sensor 21a reaches the water surface of the groundwater column. Then, based on the detection signal, the water level detector 21
The groundwater level of each aquifer is individually measured and recorded by the c or water level detection recorder 21d. If necessary, when the water level detector 21c inputs the detection signal, the feeding tool 2
The water level can also be detected by reading the amount of extension of the cable 21a provided at 0. In addition, the above-mentioned water level measurement is repeatedly observed as needed over a long period of time. Further, if necessary, groundwater in the aquifers a1, a2, a3 is sampled and analyzed to detect the contamination state of groundwater. It is performed only for specific aquifers a1, a2, a3 or for groundwater of all aquifers. By taking into account the aquifer data (layer depth, thickness, etc.) based on the boring detection in the water level detection, the water pressure and water amount in the groundwater of the aquifers a1, a2, a3, and the pollution state can be accurately measured. Effectively grasped.

【0029】また、図2に示す第2実施例の地下水の観
測方法及びその観測装置は、ストレーナー二重管2,3
に形成した地下水取入部4a,4b,4cにおいて、そ
の内管3に水圧センサー22aを個別に付設して、地下
水取入部に取り入れられた各帯水層a1,a2,a3の
地下水の水圧を個別に測定することに構造に特徴を有
し、その他の構成は基本的に第1実施例と同様になつて
いる。この第2実施例による地下水の水圧の検査、観測
は、ストレーナー二重管2,3をボーリング孔1内にセ
ットして、各帯水層a1〜a3に各地下水取入部4a〜
4cを整合せしめ、各地下水取入部4a〜4cに各帯水
層a1〜a3の地下水を個別に取り入れて、各水圧セン
サー22aのケーブル22bを内管3の内側スペースS
内で上方へ延長せしめて水圧検出記録器22cに連結す
ることにより、各地下水取入部4aや4b,4cに取り
入れられた所要又は全ての帯水層の地下水の水圧を個別
に測定して記録したり、必要に応じ長期にわたり測定を
繰り返して測定し観測して記録する。また、前記の水位
検出と、ボーリング検出に基づく帯水層のデータ(層の
深さや厚さ等)を勘案することによって、帯水層a1,
a2,a3の地下水における水圧や水量等が第1実施例
とほぼ同様に精度良く効果的に把握される。必要に応じ
図示の第2実施例においても、第1実施例のような測定
用管5a〜5cを付設して、測定用管5a〜5cによる
水柱による前記の地下水の水位測定、観測も考慮するこ
とによつて、地下水の測定、観測性能、信頼性をさらに
高めることができる。
Further, the groundwater observation method and its observation apparatus of the second embodiment shown in FIG.
In the groundwater intake portions 4a, 4b, 4c formed in the above, water pressure sensors 22a are individually attached to the inner pipes 3 of the groundwater intake portions 4a, 4b, 4c, and the groundwater pressures of the aquifers a1, a2, a3 taken into the groundwater intake portion are individually The structure is characterized in that the measurement is performed, and other configurations are basically the same as those in the first embodiment. In the inspection and observation of the groundwater pressure according to the second embodiment, the strainer double pipes 2 and 3 are set in the borehole 1 and the aquifers a1 to a3 are connected to the groundwater intake portions 4a to 4a, respectively.
4c are aligned, the groundwater of each aquifer a1 to a3 is individually taken into each groundwater intake part 4a to 4c, and the cable 22b of each water pressure sensor 22a is connected to the inner space S of the inner pipe 3.
By extending it upwards and connecting it to the water pressure detection recorder 22c, the water pressure of the required or all aquifers introduced into each groundwater intake part 4a, 4b, 4c is individually measured and recorded. Or, if necessary, repeat the measurement over a long period of time, measure, observe and record. In addition, by taking into account the above-mentioned water level detection and aquifer data (layer depth, thickness, etc.) based on boring detection, the aquifer a1,
The water pressure, the amount of water, and the like in the groundwater of a2 and a3 can be accurately and effectively grasped almost in the same manner as in the first embodiment. Also in the illustrated second embodiment, if necessary, the measurement pipes 5a to 5c as in the first embodiment are additionally provided, and the above-mentioned groundwater level measurement and observation by the water column by the measurement pipes 5a to 5c are also considered. As a result, groundwater measurement, observation performance, and reliability can be further improved.

【0030】前記の地下水の観測方法及び地下水の観測
装置は、地下水の測定、観測に好適な所要の場所に、ボ
ーリング孔1を複数の帯水層a1〜a3まで堀削して、
その堀削に際し土壌や比抵抗等の検出等により、地中の
各帯水層a1〜a3及び不透水層bの深さや層厚等を検
出して、その各帯水層a1〜a3の検出データに基づ
き、帯水層ごとに上下対の内外仕切手段11,12を介
装して各地下水取入部4a〜4cを形成し、かつ各測定
用管5a〜5cを連結して、ボーリング孔1に対応した
所要のストレーナー二重管2,3として容易に精度良く
製造される。このストレーナー二重管2,3は、内外二
重管(外管2と内管3)からなり、かつ帯水層ごとに上
下対の内外仕切手段11,12を介装しているため、基
本的に補強されてコンパクトに形成したユニット構造と
なる。各地下水取入部4a〜4cは、上下対の内外仕切
手段11,12の介装により各帯水層a1〜a3に対応
されて形成され、ボウリング孔1内で帯水層a1〜a3
ごとに精度良く整合されて、各帯水層a1〜a3の各地
下水が個別に取り入れられる。また、各測定用管5a〜
5cは、内管3の内側スペースS内で上方へ延長し保護
されて安定するため、各地下水取入部4a〜4cから各
測定用管5a〜5cに導入される各地下水は、各帯水層
における地下水の変動等に格別な影響を受けない安定し
た水柱となり、地表近くでその各水柱の水面を水位セン
サー21a等によつて容易に精度良く測定し観測するこ
とができる。また、各測定用管5a〜5c内の地下水を
容易に採水し分析して、帯水層の各地下水の汚染性状態
を容易に検出できる。さらに、ストレーナー二重管2,
3は前記のように補強されたユニット構造であり、各地
下水取入部4a〜4cは、各帯水層a1〜a3ごとに上
下対の内外仕切手段11,12の介装によつて局部的に
補強され、外管2と内管3との間に地下水を取り入れる
所要の取入空間が確保されて、ボーリング孔1内で帯水
層a1〜a3に精度良く容易に整合され長期にわたり地
下水の所要の取入性能が持続される。さらに、各地下水
取入部4a〜4c内の各地下水は、連通して上方へ延長
した各測定用管5a〜5c内にそれぞれ個別に導入され
て、ストレーナー二重管2,3内で安定した水柱とな
り、その各水柱の水位及び観測は容易に精度良く行われ
る。
The above-mentioned groundwater observation method and groundwater observation apparatus are constructed by excavating the boring hole 1 into a plurality of aquifers a1 to a3 at desired locations suitable for groundwater measurement and observation.
During the excavation, the depth and layer thickness of the aquifers a1 to a3 and the impermeable layer b in the ground are detected by detecting the soil and the specific resistance, and the aquifers a1 to a3 are detected. Based on the data, the groundwater intake portions 4a to 4c are formed by interposing a pair of upper and lower partitioning means 11 and 12 for each aquifer, and the measurement pipes 5a to 5c are connected to each other to form the boring hole 1 Can be easily and accurately manufactured as the required strainer double tubes 2 and 3. The strainer double pipes 2 and 3 are composed of inner and outer double pipes (outer pipe 2 and inner pipe 3) and have a pair of upper and lower partitioning means 11 and 12 for each aquifer. The unit structure is reinforced to be compact. The groundwater intake portions 4a to 4c are formed corresponding to the aquifers a1 to a3 by interposing a pair of upper and lower partitioning means 11 and 12, and the aquifers a1 to a3 in the bowling hole 1.
Each of the groundwaters of the aquifers a1 to a3 is individually taken in with high accuracy. Moreover, each measuring tube 5a-
Since 5c extends and is protected upward in the inner space S of the inner pipe 3 and is stabilized, each groundwater introduced from each groundwater intake 4a-4c into each measurement pipe 5a-5c is stored in each aquifer. The water column becomes a stable water column that is not particularly affected by fluctuations in groundwater in the water, and the water surface of each water column can be easily measured and observed with high accuracy by the water level sensor 21a and the like near the surface of the earth. Further, the groundwater in each of the measurement pipes 5a to 5c can be easily sampled and analyzed to easily detect the pollutant state of each groundwater in the aquifer. In addition, the strainer double tube 2,
3 is a unit structure reinforced as described above, and the groundwater intake portions 4a to 4c are locally provided by interposing upper and lower pairs of inner and outer partition means 11 and 12 for each aquifer a1 to a3. It is reinforced and a required intake space for taking in groundwater is secured between the outer pipe 2 and the inner pipe 3, and it is easily and accurately aligned with the aquifers a1 to a3 in the boring hole 1 so that the required amount of groundwater is long-term. Intake performance is maintained. Further, the groundwater in the groundwater intake portions 4a to 4c are individually introduced into the measurement pipes 5a to 5c, which communicate with each other and extend upward, and the stable water column in the strainer double pipes 2 and 3 is introduced. Therefore, the water level and observation of each water column can be easily and accurately performed.

【0031】前記のようにボーリング孔1内にストレー
ナー二重管2,3をセットして、各測定用管5a〜5c
に各帯水層a1〜a3の地下水が導入されると、図示の
ように地表近くで各測定用管5a〜5c内の各地下水の
水位をケーブル付きの水位センサー21aによつて、所
望の又は全ての帯水層a1〜a3の地下水の水位を容易
に精度良く測定できる。また、ボーリング孔1内におい
て前記のような地下水の取り入れ導入性能が長期にわた
り維持されて、必要に応じ随時に地下水の水位を測定し
て観測しその変化等も検出できる。
As described above, the strainer double tubes 2 and 3 are set in the boring hole 1 and the respective measuring tubes 5a to 5c are set.
When the groundwater of each of the aquifers a1 to a3 is introduced, the water level of each groundwater in each of the measuring pipes 5a to 5c near the surface of the earth as shown in the drawing is determined by a water level sensor 21a with a cable to obtain a desired or The water levels of all the aquifers a1 to a3 can be easily and accurately measured. Further, the above-described groundwater intake and introduction performance is maintained in the boring hole 1 for a long period of time, and the groundwater level can be measured and observed at any time as necessary to detect changes in the level.

【0032】また、図2に示すようにストレーナー二重
管2,3に設けた各地下水取入部4a〜4cごとに水圧
センサー22aを付設して、例えば各水圧センサー22
aのケーブル22bを上方へ延長し地上の水圧記録器2
2cに連結して、帯水層a1〜a3の地下水の各水圧も
容易に精度良く測定することができる。必要に応じ随時
に地下水の水圧の測定を繰り返してその変化等も観測で
きる。前記の地下水の観測装置は、比較的に簡単でコン
パクトなユニット構造になって低コストで提供される。
Further, as shown in FIG. 2, a water pressure sensor 22a is attached to each of the groundwater intake portions 4a to 4c provided in the strainer double pipes 2 and 3, for example, each water pressure sensor 22.
The cable 22b of a is extended upward, and the water pressure recorder 2 on the ground is used.
By connecting to 2c, each water pressure of the groundwater in the aquifers a1 to a3 can be easily and accurately measured. If necessary, it is possible to observe changes in the groundwater pressure by repeating the measurement of the groundwater pressure at any time. The above-mentioned groundwater observation device is provided at a low cost in a relatively simple and compact unit structure.

【0033】さらに、必要に応じ複数のボーリング孔1
を適度の間隔を置き穿設して、各ボーリング孔1内にそ
れぞれ前記のストレーナー二重管2,3をセツトして、
各ボーリング孔内で前記のような各帯水層の各地下水の
水位や水圧の測定、観測さらに採水を実施する(必要に
応じ長期にわたつて実施)。この実施例の場合は、各帯
水層の各地下水の状態(水量や水圧、流動、汚染等)が
三次元的な広範囲にわたり精度良く把握され、帯水層、
地下水の分布や採水による汚染状態を広域にわたり容易
に検出可能となり、通常の地下水調査や汚染調査のみな
らず、地すべり調査さらには地盤改良における地盤調査
等として極めて有効となる。例えば、図示のようにコン
ピューター(パソコン等)26を各水位検出記録器21
dや各水圧検出記録器22cに連結して、コンピュータ
ー(パソコン等)26に各水位及び各水圧の検出信号を
入力せしめ、各帯水層の検出データとともに処理して、
前記の地下水の分布や採水による汚染状態等を広範囲に
わたり能率良く効果的に検出することができる。
Further, if necessary, a plurality of boring holes 1
Are bored at appropriate intervals, and the strainer double pipes 2 and 3 are set in the boring holes 1, respectively,
In each boring hole, the groundwater level and water pressure of each aquifer as described above will be measured, observed, and sampled (if necessary, carried out over a long period of time). In the case of this embodiment, the state of each groundwater in each aquifer (water volume, water pressure, flow, pollution, etc.) is accurately grasped over a three-dimensional wide range, and the aquifer,
The distribution of groundwater and the polluted state due to water sampling can be easily detected over a wide area, which is extremely effective not only for ordinary groundwater surveys and pollution surveys but also for landslide surveys and ground surveys for ground improvement. For example, as shown in the figure, a computer (personal computer etc.) 26 is connected to each water level detection recorder 21.
It connects with d and each water pressure detection recorder 22c, and inputs the detection signal of each water level and each water pressure to the computer (personal computer etc.) 26, processes with the detection data of each aquifer,
It is possible to detect the above-mentioned distribution of groundwater, the state of pollution due to water sampling, etc. over a wide range efficiently and effectively.

【0034】前記の各実施例は、帯水層a1〜a3ごと
に地下水取入部4a〜4c及び測定用管5a〜5cをを
付設しているが、必要に応じ所要の帯水層のみに付設し
て、所要の地下水のみの水位や水圧等を測定、観測す
る。また、地下水の水位や水圧の測定、観測手段は、図
示例に限らず多様な公知、周知手段が適用される。
In each of the above-mentioned embodiments, the groundwater intake parts 4a-4c and the measuring pipes 5a-5c are provided for each of the aquifers a1-a3, but only the required aquifers are provided if necessary. Then, the water level and water pressure of only the required groundwater are measured and observed. Further, various known and well-known means are applied to the means for measuring and observing the water level and water pressure of the groundwater, not limited to the illustrated example.

【0035】[0035]

【発明の効果】本発明は、前述のような構成からなり内
外二重管とし上下対の内外仕切手段を介装して補強した
コンパクトなユニット構造のストレーナー二重管とし、
ボーリング検出に基づき各帯水層に対応せしめ、かつ帯
水層ごとに地下水の取り入れスペースを区画して確保し
た地下水取入部を形成しているので、ストレーナー二重
管の地下水取入部がボーリング孔内で所要の帯水層に精
度良く容易に整合され、地下水取入部に所要の地下水の
みが効果的に取り入れられる。地下水取入部の地下水は
連通した測定用管は、内外二重管の内側スペース内で上
方へ延長した配置となり保護されて安定され、測定用管
内の地下水は、帯水層中の地下水の流動や水圧等の変化
に格別に影響されない安定した水柱となり、地表近くで
その水柱の水位(水面)を容易に測定、観測して、帯水
層の地下水の状態を容易に精度良く把握できる。ストレ
ーナー二重管はボーリング孔内で長期にわたり安定され
て、必要に応じ前記の測定を繰り返して長期の観測が可
能となる。前記の水位、観測は、帯水層の地下水ごとの
水量や水圧、流速さらにはその変化等の基本的なデータ
として効果的に得られる。さらに、測定用管に導入され
た地下水を地表近くで容易に採水して分析し、地下水の
汚染等を容易に検出できるなど、地下水の観測性能、信
頼性を著しく高めている。
The present invention provides a strainer double tube having a compact unit structure having the above-mentioned structure and being reinforced by interposing upper and lower pair of inner and outer partition means,
Based on the boring detection, it corresponds to each aquifer, and the groundwater intake part that secures by dividing the groundwater intake space is formed for each aquifer, so the groundwater intake part of the strainer double pipe is inside the boring hole. It can be easily and accurately matched to the required aquifer, and only the required groundwater can be effectively taken into the groundwater intake part. The measurement pipe, which is connected to the groundwater in the groundwater intake part, has an arrangement that extends upward in the inner space of the inner and outer double pipes and is protected and stabilized, and the groundwater in the measurement pipe is the groundwater in the aquifer. It becomes a stable water column that is not significantly affected by changes in water pressure, etc., and the water level (water surface) of the water column can be easily measured and observed near the surface of the earth, and the state of groundwater in the aquifer can be easily and accurately grasped. The strainer double tube is stabilized in the boring hole for a long period of time, and the above-mentioned measurement is repeated as necessary to enable long-term observation. The above-mentioned water level and observation can be effectively obtained as basic data such as the amount of water, the water pressure, the flow velocity, and the change of each groundwater in the aquifer. Furthermore, the groundwater introduced into the measurement pipe is easily sampled near the surface of the ground for analysis, and contamination of groundwater can be easily detected, thus significantly improving groundwater observation performance and reliability.

【0036】前記の地下水の観測方法において、各帯水
層ごとに複数の地下水取入部を各帯水層ごとに形成し
て、各帯水層の地下水を個別に取り入れ、複数の測定用
管内を各地下水取入部ごとに連通せしめ内管の内側スペ
ースで上方へ延長して、各測定用管内に各帯水層の地下
水を個別に導入せしめることにより、各帯水層の地下水
ごとに各水位を精度良く個別に測定、観測可能とし、帯
水層ごとの測定、観測を高精度で能率良く容易にしてい
る。また、ストレーナー二重管の地下水取入部に付設し
た水圧センサーによつて、地下水取入部に取り入れられ
た地下水の水圧を測定することにより、同様な地下水の
測定、観測性能が得られる。さらに、相互間隔をおき穿
設した複数のボーリング孔に、前記の測定用管あるいは
また水圧センサー付きのストレーナー二重管を挿入して
セットし、各ボーリング孔における各地下水の水位ある
いはまた水圧を測定し、あるいはまた長期にわたり繰り
返し測定して観測することにより、各帯水層の地下水を
三次元的な広域にわたり高精度で検出して、帯水層の分
布や地下水の分布、水質汚染等の検出をも可能とし、通
常の地下水調査や水質汚染調査のみならず、地すべりや
地盤改良さらには土砂の液状化等に対応する地中調査等
として効果的に汎用されるなど、総合的に地下水の測
定、観測性能、信頼性を著しく向上している。
In the above-mentioned groundwater observation method, a plurality of groundwater intakes are formed for each aquifer, and the groundwater of each aquifer is individually taken into a plurality of measurement pipes. Each groundwater intake section communicates with each other and extends upwards in the inner space of the inner pipe to introduce the groundwater of each aquifer into each measuring pipe individually, thereby making it possible to adjust each water level of each aquifer. It enables accurate and individual measurement and observation, and facilitates measurement and observation for each aquifer with high accuracy and efficiency. In addition, by measuring the water pressure of the groundwater taken into the groundwater intake part with a water pressure sensor attached to the groundwater intake part of the strainer double pipe, similar measurement and observation performance of groundwater can be obtained. Furthermore, insert the measuring pipe or strainer double pipe with water pressure sensor into a plurality of boreholes drilled at mutual intervals, and set it to measure the groundwater level or water pressure in each borehole. Or, by repeatedly measuring and observing over a long period of time, groundwater in each aquifer can be detected with high accuracy over a three-dimensional wide area to detect aquifer distribution, groundwater distribution, water pollution, etc. In addition to the usual groundwater survey and water pollution survey, it can be effectively used as a ground survey for landslides, ground improvement, and liquefaction of soil. , Observation performance and reliability have been improved significantly.

【0037】さらに、内外二重管の間にボーリング孔で
検出した帯水層(特定)に基づき上下の内外仕切手段で
区画して帯水層の地下水を取り入れる地下水取入部を形
成し、かつ地下水取入部に連結して内管の内側スペース
で上方へ延長し取り入れた帯水層の地下水を導入する測
定用管を付設してボーリング孔内にセットするストレー
ナー二重管と、測定用管内に導入された地下水の水柱の
水位を測定する水位センサーとを具備した地下水の観測
装置に特徴を有し、このストレーナー二重管は、内外二
重管としかつ上下側の内外仕切手段を介装して補強した
コンパクトなユニット構造となり、ボーリング検出に基
づき帯水層に対応せしめかつ地下水の取り入れスペース
を確保した地下水取入部を形成しているので、ボーリン
グ孔内に容易に挿入して、所要の帯水層のみに地下水取
入部を容易に精度良く整合させてセットでき、かつボー
リング孔内で長期にわたり地下水の取り入れ測定用管へ
の導入性能が持続されて、前記のような地下水の測定、
観測さらに採水性能が得られるなど、地下水の観測性
能、信頼性を効果的に高めている。
Further, a groundwater intake part for taking in groundwater of the aquifer is formed by dividing the aquifer between the inner and outer double pipes by the inner and outer partition means based on the aquifer (specific) detected by the boring hole, and A strainer double pipe that is connected to the intake part and extends upward in the inner space of the inner pipe to install the groundwater of the aquifer that is taken in and set it in the boring hole. Is characterized by a groundwater observation device equipped with a water level sensor that measures the water level of the groundwater column that has been installed, and this strainer double pipe is an inner / outer double pipe and has inner and outer partition means on the upper and lower sides. It has a reinforced compact unit structure and has a groundwater intake part that corresponds to the aquifer based on the boring detection and secures a groundwater intake space, so it can be easily inserted into the borehole. As a result, the groundwater intake can be easily and accurately aligned and set only in the required aquifer, and the performance of introducing the groundwater into the pipe for measuring the intake of groundwater is maintained for a long time in the boring hole. Measurement of groundwater,
Observation and water sampling performance are obtained, and groundwater observation performance and reliability are effectively improved.

【0038】また、前記の地下水の観測装置において、
ストレーナー二重管に各帯水層ごとに個別に区画した複
数の地下水取入部を形成し、かつ各地下水取入部ごとに
個別に連結して内管の内側スペースで上方へ延長した複
数の測定用管を付設したことにより、各帯水層ごとに地
下水を個別に測定、観測可能として地下水の観測性能、
信頼性をさらにに高めている。ストレーナー二重管に形
成した地下水取入部の内側に付設して地下水取入部に取
り入れられた帯水層の地下水の水圧を測定する水圧セン
サーを付設したことにより、ストレーナー二重管に設け
た地下水取入部の地下水の水圧を測定、観測可能にして
いる。ストレーナー二重管の外管及び内管は、上下の内
外仕切手段を介し継管して構成したことにより、外管及
び内管を上下の内外仕切手段を介し容易に継管して精度
良く形成でき、帯水層に対応させて地下水取入部を容易
に精度良く整合可能とし、測定、観測の信頼性をさらに
高めるなど、総合的に地下水の観測性能、信頼性を高め
ている。
Further, in the above groundwater observation device,
For multiple measurements, each of which has a grounded water intake part that is individually partitioned for each aquifer in the strainer double pipe and is connected individually to each groundwater intake part and extended upward in the inner space of the inner pipe By installing a pipe, groundwater can be individually measured and observed for each aquifer, and the observation performance of groundwater
It further enhances reliability. By installing a water pressure sensor inside the groundwater intake formed on the strainer double pipe to measure the groundwater pressure of the aquifer taken into the groundwater intake, the groundwater intake installed on the strainer double pipe was installed. It is possible to measure and observe the water pressure of the groundwater at the entrance. The outer and inner pipes of the strainer double pipe are constructed by connecting the upper and lower inner and outer partitioning means to each other, so that the outer and inner pipes can be easily joined to each other through the upper and lower inner and outer partitioning means and accurately formed. In addition, the groundwater intake can be matched easily and accurately according to the aquifer, and the reliability of measurement and observation is further enhanced.

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

【図1】本発明の第1実施例を示す地中縦断図(A)及
び変形例を示す地中縦断図(B)
FIG. 1 is a vertical sectional view (A) showing a first embodiment of the present invention and a vertical sectional view (B) showing a modified example.

【図2】本発明の第2実施例を示す地中縦断図FIG. 2 is a vertical sectional view showing the second embodiment of the present invention in the ground.

【図3】図1(A)の部分拡大縦断図である。FIG. 3 is a partially enlarged vertical sectional view of FIG.

【符号の説明】[Explanation of symbols]

1 ボーリング孔 2 外管 3 内管 2,3 ストレーナー二重管 4a,4b,4c 地下水取入部 5a,5b,5c 測定用管 11,12 内外仕切手段 21a 水位センサー 22a 水圧センサー a1〜a3 帯水層 S 内側スペース 1 boring hole 2 outer tube 3 inner tube 2,3 strainer double tube 4a, 4b, 4c Groundwater intake 5a, 5b, 5c measuring tubes 11,12 Internal and external partitioning means 21a Water level sensor 22a Water pressure sensor a1-a3 aquifer S inside space

フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E21B 47/04 E21B 49/08 Front page continuation (58) Fields surveyed (Int.Cl. 7 , DB name) E21B 47/04 E21B 49/08

Claims (10)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 内外二重管の外管と内管との間にボーリ
ング検出に基づく帯水層に対応させて上下対の内外仕切
手段で区画した地下水取入部を形成し、かつ地下水取入
部に連通して内管の内側スペースで上方へ延長した測定
用管を付設したストレーナー二重管とし、ストレーナー
二重管をボーリング孔内にセットして、地下水取入部に
帯水層の地下水を取り入れ、地下水取入部内の地下水を
さらに測定用管内に導入せしめて、測定用管内における
地下水の水柱の水位を測定することを特徴とする地下水
の観測方法。
1. A groundwater intake part, which is partitioned by a pair of upper and lower partition means corresponding to an aquifer based on boring detection, is formed between the outer pipe and the inner pipe of the inner-outer double pipe, and the groundwater intake part. It is a strainer double pipe with a measuring pipe that extends upward in the inner space of the inner pipe and is connected to the inside of the inner pipe.The strainer double pipe is set in the boring hole, and groundwater from the aquifer is taken into the groundwater intake part. A method for observing groundwater, characterized in that the groundwater in the groundwater intake part is further introduced into the measurement pipe, and the water level of the groundwater column in the measurement pipe is measured.
【請求項2】 請求項1記載の地下水の観測方法におい
て、複数の地下水取入部を各帯水層ごとに区画して形成
し、各地下水取入部に各帯水層の地下水を個別に取り入
れ、複数の測定用管内を各地下水取入部ごとに連通し内
管の内側スペースで上方へ延長して付設し、各測定用管
内に各地下水取入部内の地下水を個別に導入せしめて、
各測定用管内における地下水の水柱の各水位を個別に測
定することを特徴とする地下水の観測方法。
2. The method of observing groundwater according to claim 1, wherein a plurality of groundwater intakes are formed by partitioning each aquifer, and groundwater of each aquifer is individually taken into each groundwater intake. A plurality of measurement pipes are connected to each groundwater intake part and extended upward in the inner space of the inner pipe, and the groundwater in each groundwater intake part is individually introduced into each measurement pipe,
A method for observing groundwater, characterized in that each water level of a water column in each measuring pipe is individually measured.
【請求項3】 請求項1又は請求項2記載の地下水の観
測方法において、測定用管内に導入された地下水の水位
を長期にわたり繰り返し測定して観測することを特徴と
する地下水の観測方法。
3. The method for observing groundwater according to claim 1 or 2, wherein the water level of groundwater introduced into the measuring pipe is repeatedly measured and observed for a long period of time.
【請求項4】 請求項1、請求項2又は請求項3記載の
地下水の観測方法において、ストレーナー二重管に形成
した地下水取入部ごとに水圧センサーを付設し、水圧セ
ンサーによつて地下水取入部における地下水の水圧を測
定しあるいはまた長期にわたり繰り返し測定して観測す
るすることを特徴とする地下水の観測方法。
4. The method for observing groundwater according to claim 1, 2, or 3, wherein a water pressure sensor is attached to each groundwater intake formed on the strainer double pipe, and the groundwater intake is provided by the water pressure sensor. A method for observing groundwater, characterized by measuring the water pressure of groundwater in, or repeatedly measuring over a long period of time.
【請求項5】 請求項1、請求項2、請求項3又は請求
項4記載の地下水の観測方法において、ストレーナー二
重管の地下水取入部に付設した水圧センサーによつて、
各地下水取入部に取り入れられた各地下水の水圧を測定
しあるいはまた長期にわたり繰り返して測定し観測する
ことを特徴とする地下水の観測方法。
5. The groundwater observation method according to claim 1, claim 2, claim 3 or claim 4, wherein a water pressure sensor attached to the groundwater intake part of the strainer double pipe is used.
A method for observing groundwater, characterized in that the water pressure of each groundwater taken into each groundwater intake part is measured or repeatedly measured over a long period of time.
【請求項6】 請求項1、請求項2、請求項3、請求項
4又は請求項5記載の地下水の観測方法において、複数
のボーリング孔を相互間隔をおき穿設して、各ボーリン
グ孔内にそれぞれ対応した測定用管あるいはまた水圧セ
ンサー付きのストレーナー二重管をセットして、各ボー
リング孔における各地下水の水位あるいはまた水圧を測
定しあるいはまた長期にわたり繰り返し測定して観測す
ることを特徴とする地下水の観測方法。
6. The method for observing groundwater according to claim 1, claim 2, claim 3, claim 4 or claim 5, wherein a plurality of boring holes are provided at intervals to each other, and It is characterized by setting a corresponding measuring pipe or a strainer double pipe with a water pressure sensor, and measuring the water level or water pressure of each groundwater in each borehole or by repeatedly measuring over a long period of time. How to observe groundwater.
【請求項7】 内外二重管の外管と内管との間にボーリ
ング検出に基づく帯水層に対応させて上下対の内外仕切
手段で区画して帯水層の地下水を取り入れる地下水取入
部を形成し、かつ地下水取入部に連結して内管の内側ス
ペースで上方へ延長し地下水取入部内の地下水を導入す
る測定用管を付設してボーリング孔内にセットするスト
レーナー二重管と、測定用管内における地下水の水柱の
水位を測定する水位センサーとを具備したことを特徴と
する地下水の観測装置。
7. A groundwater intake part for taking in groundwater of an aquifer by partitioning the aquifer based on boring detection between the outer pipe and the inner pipe of the inner-outer double pipe, and partitioning the groundwater of the aquifer by dividing it by a pair of upper and lower partition means. And a strainer double pipe that is connected to the groundwater intake part and extends upward in the inner space of the inner pipe to install a measurement pipe for introducing groundwater in the groundwater intake part and set it in the boring hole, An apparatus for observing groundwater, comprising a water level sensor for measuring the water level of a water column in the measuring pipe.
【請求項8】 請求項7記載の地下水の観測装置におい
て、ストレーナー二重管に各帯水層ごとに区画した複数
の地下水取入部を形成し、かつ各地下水取入部ごとに連
結して内管の内側スペースで上方へ延長した複数の測定
用管を付設したことを特徴とする地下水の観測装置。
8. The groundwater observing device according to claim 7, wherein a plurality of groundwater intakes divided into each aquifer are formed in the strainer double pipe, and each groundwater intake is connected to the inner pipe. An observation device for groundwater, characterized by being equipped with a plurality of measuring pipes extending upward in the inner space of.
【請求項9】 請求項7又は請求項8記載の地下水の観
測装置において、ストレーナー二重管に形成した地下水
取入部の内側に付設して地下水取入部における地下水の
水圧を測定する水圧センサーを付設したことを特徴とす
る地下水観測装置。
9. The groundwater observation device according to claim 7 or 8, further comprising a water pressure sensor attached inside the groundwater intake formed in the strainer double pipe to measure the groundwater pressure in the groundwater intake. A groundwater observation device characterized in that
【請求項10】 請求項7、請求項8又は請求項9記載
の地下水の観測装置において、ストレーナー二重管の外
管及び内管は、上下対の内外仕切手段を介し継管して構
成したことを特徴とする地下水の観測装置。
10. The apparatus for observing groundwater according to claim 7, 8, or 9, wherein the outer pipe and the inner pipe of the strainer double pipe are formed by connecting the upper and lower pairs of inner and outer partitioning means. A groundwater observation device characterized by the above.
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KR100746750B1 (en) * 2006-05-30 2007-08-06 (주)인텔리지오 A device for acquiring underground water and method thereof
JP5069611B2 (en) * 2008-05-30 2012-11-07 日東精工株式会社 Groundwater level measuring device and inspection cable insertion method
CN102518141B (en) * 2011-12-19 2013-12-25 同济大学 Deep foundation pit dewatering and decompressing combination well controlled in subsection manner
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JP7084162B2 (en) * 2018-03-05 2022-06-14 株式会社不動テトラ Groundwater sampling method
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