JPH063210A - Multiple depth pore water pressure measuring device - Google Patents

Multiple depth pore water pressure measuring device

Info

Publication number
JPH063210A
JPH063210A JP4165985A JP16598592A JPH063210A JP H063210 A JPH063210 A JP H063210A JP 4165985 A JP4165985 A JP 4165985A JP 16598592 A JP16598592 A JP 16598592A JP H063210 A JPH063210 A JP H063210A
Authority
JP
Japan
Prior art keywords
electrode
water pressure
water
tubes
conductive layer
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP4165985A
Other languages
Japanese (ja)
Inventor
Isao Shiozaki
功 塩崎
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.)
Hazama Ando Corp
Original Assignee
Hazama Gumi Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hazama Gumi Ltd filed Critical Hazama Gumi Ltd
Priority to JP4165985A priority Critical patent/JPH063210A/en
Publication of JPH063210A publication Critical patent/JPH063210A/en
Pending legal-status Critical Current

Links

Landscapes

  • Measuring Fluid Pressure (AREA)

Abstract

PURPOSE:To provide a multi depth pore water pressure measuring device in which multi depth pore water pressure can be measured with one boring, equipment can be recovered after completion of measurement, water permeability test and water examination can be conducted after that and water pressure can be measured with the simple constitution. CONSTITUTION:A multi depth pore water pressure measuring device is provided with a plurality of tubes 6 made of insulating materials whose one ends are opened in a plurality of water pressure measuring compartments 4 in a boring 1 and a conductive layer 8 having electric resistance formed on the inner circumferential face of each of the tubes 6. It is also provided with a pair of electrodes 9, 10, 11 and 12 provided on the conductive layer 8 at two points under water with the water surface of underground water intruding into each of the tubes 6 between them and a processing unit for calculating water pressure for water level and each depth of the underground water from resistance value.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、地盤の多深度間隙の
水圧をボーリング孔を利用して測定する多深度間隙水圧
測定装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a multi-depth pore water pressure measuring device for measuring water pressure in a multi-depth pore of a ground by using a boring hole.

【0002】[0002]

【従来の技術】地盤内の間隙水圧を測定することは、地
下水の流動方向を知るために不可欠な項目であり、従来
は、測定対象とする深度に間隙水圧計を埋設して、間隙
水圧を測定するという方法が一般的であった。しかしな
がら、この方法では、深度方向の水圧分布を測定するの
に、測定深度ごとに別々のボーリング孔を掘って水圧計
を埋設する必要があり、ボーリング作業に時間が掛かり
過ぎるなどの理由から、図4に示すように、1本のボー
リング孔1を地盤2に掘削し、このボーリング孔1内を
シール材3で仕切るなどして、各水圧測定区間4ごとに
1個ずつの水圧計5を設置するという方法が採用されて
いた。
2. Description of the Related Art Measuring the pore water pressure in the ground is an indispensable item for knowing the flow direction of groundwater. Conventionally, a pore water pressure gauge is buried at the depth to be measured to measure the pore water pressure. The method of measuring was common. However, in this method, in order to measure the water pressure distribution in the depth direction, it is necessary to dig a separate boring hole for each measurement depth and bury the water pressure gauge, and it takes too much time for the boring work. As shown in FIG. 4, one boring hole 1 is excavated in the ground 2, and the inside of this boring hole 1 is partitioned by a sealing material 3 to install one water pressure gauge 5 for each water pressure measurement section 4. The method of doing was adopted.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、かかる
多深度間隙水圧測定装置では、上記のように、各水圧計
5を水圧測定空間4内に設置した後は、これらの回収は
不可能であるほか、同一のボーリング孔を用いて透水試
験や水質調査、その他地下水に係わる調査を実施できな
いという不便があるほか、水圧計5の直径が約3cmと
大きいので、その設置個数に制約があるなどの問題点が
あった。
However, in such a multi-depth pore water pressure measuring device, as described above, after the water pressure gauges 5 are installed in the water pressure measuring space 4, they cannot be recovered. , In addition to the inconvenience that it is not possible to conduct permeability tests, water quality surveys and other surveys related to groundwater using the same boring hole, and because the diameter of the water pressure gauge 5 is as large as about 3 cm, there are restrictions on the number of installations. There was a point.

【0004】この請求項1の発明は上記のような従来の
問題点に着目してなされたものであり、1本のボーリン
グ孔で多深度の間隙水圧を測定できるとともに、多深度
間隙水圧の測定終了後における測定器具の回収が容易
で、その後の透水試験や水質調査を実施することがで
き、しかも大型の水圧計を用いずに、極めて簡単な構成
で水圧測定を行える多深度間隙水圧測定装置を提供する
ことを目的とする。
The invention of claim 1 is made by paying attention to the conventional problems as described above, and it is possible to measure the pore water pressure at multiple depths with a single boring hole and to measure the pore water pressure at multiple depths. A multi-depth pore water pressure measuring device that allows easy collection of measuring instruments after the end, allows subsequent water permeability tests and water quality surveys, and can measure water pressure with an extremely simple configuration without using a large water pressure gauge. The purpose is to provide.

【0005】また、請求項2の発明は地下水の比抵抗お
よび電気伝導率から、さらに高精度に多深度間隙の水圧
測定を実施できる多深度間隙水圧測定装置を提供するこ
とを目的とする。
It is another object of the present invention to provide a multi-deep pore water pressure measuring device which can measure the water pressure in a multi-deep pore with higher accuracy based on the specific resistance and electrical conductivity of groundwater.

【0006】[0006]

【課題を解決するための手段】この請求項1の発明に係
る多深度間隙水圧測定装置は、ボーリング孔内の複数の
水圧測定区間内に、各一端が開口するように設けられた
絶縁材からなる複数本のチューブと、これらの各チュー
ブの内周面に形成された電気抵抗を持つ導電層と、上記
各チューブ内に浸入する地下水の水面を挾む上下2点の
上記導電層に設けられた一対の電極とを備えて、演算処
理装置により、上記各電極間の抵抗値から上記地下水の
水位および各深度ごとの水圧を演算するようにしたもの
である。
According to a first aspect of the present invention, there is provided a multi-depth pore water pressure measuring device comprising: an insulating material provided at one end thereof in a plurality of water pressure measuring sections in a boring hole. A plurality of tubes, a conductive layer having an electric resistance formed on the inner peripheral surface of each of the tubes, and two conductive layers provided above and below the surface of the groundwater invading the tubes. And a pair of electrodes, and the arithmetic processing unit calculates the water level and the water pressure for each depth from the resistance value between the electrodes.

【0007】また、請求項2の発明に係る多深度間隙水
圧測定装置は、ボーリング孔内の複数の水圧測定区間内
に、各一端が開口するように設けられた絶縁材からなる
複数本のチューブと、これらの各チューブの内周面に形
成された電気抵抗を持つ導電層と、上記各チューブの導
電層に設けられて、各チューブ内の水面の外側に、上下
方向に一定の間隔離して配置された第1電極および第2
電極と、上記各チューブの導電層に設けられて、各チュ
ーブ内の地下水の水面下に、上下方向に上記と等しい間
隔離して配置された第3電極および第4電極と、上記第
1電極および第2電極間に電流を流したときの上記第3
電極および第4電極間の電位差を測定し、該電位差から
上記第2電極および第3電極間の比抵抗を測定する比抵
抗測定器とを備えて、補正演算処理装置により、上記比
抵抗を、少なくとも上記第3電極および第4電極を用い
て測定した地下水の電気伝導度で補正して、上記地下水
の水位および各深度ごとの水圧を演算するようにしたも
のである。
The multi-depth pore water pressure measuring device according to the second aspect of the present invention comprises a plurality of tubes made of an insulating material, each of which is provided with one end open in a plurality of water pressure measuring sections in the boring hole. And a conductive layer having an electric resistance formed on the inner peripheral surface of each of these tubes, and provided on the conductive layer of each of the above tubes, outside the water surface in each tube, and isolated for a certain amount in the vertical direction. Arranged first electrode and second
An electrode, a third electrode and a fourth electrode which are provided on the conductive layer of each of the tubes and are vertically spaced below the water surface of the ground water in the same direction as the above, and the first electrode and The third when the current is applied between the second electrodes
A specific resistance measuring device that measures a potential difference between the electrode and the fourth electrode, and measures the specific resistance between the second electrode and the third electrode from the potential difference; At least the electric conductivity of groundwater measured using the third electrode and the fourth electrode is corrected to calculate the water level and the water pressure for each depth.

【0008】[0008]

【作用】この請求項1の発明における一対の電極は、チ
ューブ内の水面を挾む2点にあって、このチューブ内周
の導電層に接続されているため、これらの2点間に電流
を流すことにより、水面下の上記導電層が地下水でショ
ートされる回路を形成し、従って、上記水面に応じた抵
抗値を示す。つまり、この抵抗値の計測により水面の高
さ、すなわち、この深度での水圧を計測できるようにす
る。
Since the pair of electrodes in the invention of claim 1 are located at two points across the water surface in the tube and are connected to the conductive layer on the inner circumference of the tube, a current is applied between these two points. By flowing, the conductive layer below the water surface forms a circuit that is short-circuited with groundwater, and thus exhibits a resistance value corresponding to the water surface. That is, by measuring this resistance value, the height of the water surface, that is, the water pressure at this depth can be measured.

【0009】また、請求項2の発明における第1電極お
よび第2電極は、これらに電流が流されることにより、
水面下の第3電極および第4電極間には電位差が得られ
るようにし、この電位差および導電層の長さ,断面積な
どにもとづき比抵抗測定器により比抵抗を求め、この比
抵抗を補正演算処理装置により地下水の電気伝導度で補
正して、チューブ内における正確な水位、すなわち、こ
の深度での水圧を高精度に計測可能にする。
The first electrode and the second electrode according to the second aspect of the present invention are such that when a current is applied to them,
A potential difference is obtained between the third electrode and the fourth electrode below the surface of the water, and the specific resistance is measured by the specific resistance measuring device based on this potential difference and the length and cross-sectional area of the conductive layer, and this specific resistance is corrected and calculated. The processing device corrects the electrical conductivity of groundwater to enable accurate measurement of the accurate water level in the tube, that is, the water pressure at this depth.

【0010】[0010]

【実施例】以下、この発明の一実施例を図について説明
する。図1において、1は地盤2に穿設した1本の細い
ボーリング孔、3はボーリング孔1内の上下方向に略等
間隔に設けられた複数のエアーパッカーであり、これが
地上から供給される空気圧によって膨張するように、例
えばゴムによって形成されている。従って、空気圧の供
給により、ボーリング孔1内の所定位置にこれを固定で
き、一方、空気圧を抜くことによって、かかるエアーパ
ッカー3のボーリング孔1内からの回収が可能である。
また、3Aは間隙水のみを取り出すように各水圧測定区
間に設けられたストレーナである。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. In FIG. 1, reference numeral 1 is one thin boring hole formed in the ground 2, and 3 is a plurality of air packers provided in the boring hole 1 at substantially equal intervals in the vertical direction. It is made of, for example, rubber so as to expand. Therefore, by supplying the air pressure, it can be fixed at a predetermined position in the boring hole 1, while by removing the air pressure, the air packer 3 can be recovered from the boring hole 1.
3A is a strainer provided in each water pressure measurement section so as to take out only pore water.

【0011】4はこれらのエアーパッカー3によって隔
成された複数の上記の各水圧測定区間で、これらの各水
圧測定区間4に下端が臨むように、それぞれ各1本ずつ
の水圧測定用のチューブ6が、上記エアーパッカー3に
貫通するように支持されている。
Reference numeral 4 denotes a plurality of water pressure measuring sections defined by the air packers 3, and one water pressure measuring tube is provided so that the lower end faces each of the water pressure measuring sections 4. 6 is supported so as to penetrate the air packer 3.

【0012】また、上記各チューブ6は図2に示すよう
に少なくとも2層構造となっており、このうち7は絶縁
層で、これの内側には全体として均等な電気抵抗を持つ
導電層8が設けられている。
As shown in FIG. 2, each of the tubes 6 has at least a two-layer structure, of which 7 is an insulating layer, inside of which a conductive layer 8 having a uniform electric resistance as a whole is provided. It is provided.

【0013】また、この導電層8には、ボーリング孔1
内に挿入されることによりチューブ6内に浸入する地下
水の水面Wを挾むように、この水面の上部(外側)には
第1電極9および第2電極10が間隔aだけ離れて埋設
されて、その水面の下部(水中)には第3電極11,第
4電極12,第5電極13,第6電極14がそれぞれ間
隔aずつ離れて埋設されて、導電層8内に埋設されてい
る。
The conductive layer 8 has a boring hole 1
The first electrode 9 and the second electrode 10 are embedded in the upper part (outer side) of this water surface at a distance a so that the water surface W penetrates into the tube 6 by being inserted into the tube 6, and The third electrode 11, the fourth electrode 12, the fifth electrode 13, and the sixth electrode 14 are buried under the water surface (in water) at intervals of a, respectively, and are buried in the conductive layer 8.

【0014】なお、第2電極10および第3電極11間
はnaの長さだけ離れており、図1に示す各チューブ6
内の水位は、ボーリング孔1内の平均水位W1に対しW
2〜W4のように異なっている。
The second electrode 10 and the third electrode 11 are separated by a length of na, and each tube 6 shown in FIG.
The water level inside is W relative to the average water level W1 in the borehole 1.
2 to W4.

【0015】また、上記第1電極9〜第6電極14は、
図3に示すように上下方向一直線上に配置され、それぞ
れにはリード線lが接続されて、地上に設置された演算
処理装置15に接続されている。16はこの演算処理装
置15の一部を構成する比抵抗測定器、17は補正演算
処理装置である。
The first electrode 9 to the sixth electrode 14 are
As shown in FIG. 3, they are arranged in a straight line in the vertical direction, and lead wires 1 are connected to each of them, and are connected to an arithmetic processing unit 15 installed on the ground. Reference numeral 16 is a resistivity measuring device which constitutes a part of the arithmetic processing device 15, and 17 is a correction arithmetic processing device.

【0016】かかる構成になる多深度間隙水圧測定装置
では、チューブ6内において第2電極10および第3電
極11が例えば水位W1の水面を挾む位置の導電層8に
電気的に接続されているので、これらの第2電極10お
よび第3電極11間に電流を流すと、地下水に接触する
部位の導電層8がこの地下水によって電気的に短絡され
ることとなる。
In the multi-depth pore water pressure measuring device having such a structure, the second electrode 10 and the third electrode 11 in the tube 6 are electrically connected to, for example, the conductive layer 8 which is located at the position where the water surface of the water level W1 is sandwiched. Therefore, when an electric current is passed between the second electrode 10 and the third electrode 11, the conductive layer 8 at the portion in contact with groundwater is electrically short-circuited by the groundwater.

【0017】すなわち、上記各電極10,11間の抵抗
値が変化し、この抵抗値の変化を水位の変化として捉え
ることができる。この発明では、その抵抗値を、各リー
ド線lを介して取り込んだ電流値から演算処理装置15
で測定し、この抵抗値から上記水位およびこれに相当す
る水圧を演算によって求めることとなる。なお、地下水
の抵抗値は地点毎,深度毎に異なるので、地下水そのも
のの抵抗を同じに測定すれば、水位の割り出しをより高
精度化できる。
That is, the resistance value between the electrodes 10 and 11 changes, and this change in resistance value can be grasped as a change in water level. In the present invention, the resistance value is calculated from the current value taken in through each lead wire 1 and the arithmetic processing unit 15
The water level and the water pressure corresponding to the water level are calculated from this resistance value. Since the resistance value of groundwater differs for each point and each depth, if the resistance of the groundwater itself is measured in the same manner, the water level can be more accurately determined.

【0018】次に、このような水位を高精度に求める他
の実施例を図について説明する。すなわち、各チューブ
6内の例えばエルトラン電極配置の第1電極9および第
2電極10間に電流を流し、このときの第3電極11お
よび第4電極12間の電位差を測定することにより、第
2電極10および第3電極11間の比抵抗ρ(電流の流
れに抵抗する物質の特性)が測定できる。
Next, another embodiment for obtaining such a water level with high accuracy will be described with reference to the drawings. That is, a current is caused to flow between the first electrode 9 and the second electrode 10 in each tube 6 having, for example, an Eltran electrode arrangement, and the potential difference between the third electrode 11 and the fourth electrode 12 at this time is measured to obtain the second The specific resistance ρ between the electrode 10 and the third electrode 11 (the characteristic of the substance that resists the flow of current) can be measured.

【0019】この比抵抗ρは、Iを第1電極9および第
2電極10間に流した電流、vを第3電極11および第
4電極12間の電位差、nを上記間隔aの倍数とする
と、ρ=n(n+1)(n+2)π・V/Iとして測定
できる。そして、かかる比抵抗ρの演算は比抵抗測定器
16によってなされ、さらに水位,水圧のデータに変換
される。
This specific resistance ρ is given by I being a current flowing between the first electrode 9 and the second electrode 10, v being a potential difference between the third electrode 11 and the fourth electrode 12, and n being a multiple of the interval a. , Ρ = n (n + 1) (n + 2) π · V / I. Then, the calculation of the specific resistance ρ is performed by the specific resistance measuring device 16 and further converted into data of water level and water pressure.

【0020】また、このようにして得られる比抵抗ρの
値は、チューブ6内における地下水の電気伝導度(比抵
抗の逆数)により変化するので、さらに第3〜第4の各
電極11〜14を用いて地下水の電気伝導度を測定す
る。これにより、この測定値を上記比抵抗ρから水位お
よび水圧を求める際のデータの補正に利用することがで
きる。
Since the value of the specific resistance ρ thus obtained changes depending on the electric conductivity of groundwater in the tube 6 (the reciprocal of the specific resistance), the third to fourth electrodes 11 to 14 are further added. To measure the electrical conductivity of groundwater. As a result, this measured value can be used for correction of data when the water level and water pressure are obtained from the specific resistance ρ.

【0021】このように、この発明では各水圧測定区間
4につながる細いチューブ6内の水位を、チューブ6内
の導電層8を利用して測定することにより、上記水圧測
定区間4における水位および水圧を簡単な構成にて容易
かつ正確に測定できる。
As described above, according to the present invention, the water level in the thin tube 6 connected to each water pressure measuring section 4 is measured by using the conductive layer 8 in the tube 6, whereby the water level and the water pressure in the water pressure measuring section 4 are measured. Can be easily and accurately measured with a simple configuration.

【0022】また、この発明ではチューブ6を用いるこ
とにより、トンネルや地下空洞内におけるごとく湧水し
ている箇所では、ボーリング孔口において、水圧計を接
続するだけで、容易に湧水圧を測定することもできる。
そして、かかる測定作業終了後は、エアーパッカー3の
空気を抜いて、チューブ6を地上に持ち上げることによ
り、これらの機器,部品の回収並びに再利用が可能にな
り、そのボーリング孔1を透水試験や水質調査などの測
定に利用できる。
Further, in the present invention, by using the tube 6, the spring pressure can be easily measured by connecting a water pressure gauge at the borehole at the location where water is springing, such as in a tunnel or underground cavity. You can also
After the measurement work is completed, the air of the air packer 3 is evacuated and the tube 6 is lifted to the ground so that the equipment and parts can be collected and reused. It can be used for measurements such as water quality surveys.

【0023】[0023]

【発明の効果】以上のように、この請求項1の発明によ
れば、ボーリング孔内の複数の水圧測定区間内に、各一
端が開口するように設けられた絶縁材からなる複数本の
チューブと、これらの各チューブの内周面に形成された
電気抵抗を持つ導電層と、該上記各チューブ内に浸入す
る地下水の水面を挾む上下2点の上記導電層に設けられ
た一対の電極とを備えて、演算処理装置により、上記各
電極間の抵抗値から上記地下水の水位および各深度ごと
の水圧を演算するように構成したので、小口径の1本の
ボーリング孔で多深度の間隙水圧を測定でき、しかも水
圧計をいくつも用いる必要がなくなるため、構造の簡素
化とローコスト化が図れ、さらに、測定終了後は上記チ
ューブをボーリング孔より取り出して、これを透水試験
などの各種の用途に利用できるという実用上の効果が得
られる。
As described above, according to the first aspect of the present invention, a plurality of tubes made of an insulating material are provided so that one ends of the tubes are provided in a plurality of water pressure measurement sections in the boring hole. And a conductive layer having an electric resistance formed on the inner peripheral surface of each of these tubes, and a pair of electrodes provided on the above-mentioned two conductive layers at the upper and lower sides of the surface of the groundwater invading the respective tubes. Since the arithmetic processing unit is configured to calculate the water level of the groundwater and the water pressure for each depth from the resistance value between the electrodes, a single borehole having a small diameter can provide a gap of multiple depths. Since the water pressure can be measured and it is not necessary to use several water pressure gauges, the structure can be simplified and the cost can be reduced.Furthermore, after the measurement is completed, the above tube is taken out from the boring hole and used for various types of water permeability tests. Use Practical effect that use can be obtained.

【0024】また、請求項2の発明によれば、ボーリン
グ孔内の複数の水圧測定区間内に、各一端が開口するよ
うに設けられた絶縁材からなる複数本のチューブと、こ
れらの各チューブの内周面に形成された電気抵抗を持つ
導電層と、上記各チューブの導電層に設けられて、各チ
ューブ内の水面の外側に、上下方向に一定の間隔離して
配置された第1電極および第2電極と、上記各チューブ
の導電層に設けられて、各チューブ内の地下水の水面下
に、上下方向に上記と等しい所定間隔離して配置された
第3電極および第4電極と、上記第1電極および第2電
極間に電流を流したときの上記第3電極および第4電極
間の電位差を測定し、該電位差から上記第2電極および
第3電極間の比抵抗を測定する比抵抗測定器とを備え
て、補正演算処理装置により、上記比抵抗を、少なくと
も上記第3電極および第4電極を用いて測定した地下水
の電気伝導度で補正して、上記地下水の水位および各深
度ごとの水圧を演算するように構成したので、上記効果
に加えて、地下水の比抵抗測定による水位測定並びにそ
の測定結果の較正を行え、結果的に水圧の測定制度が一
段と向上するという効果が得られる。
According to the second aspect of the present invention, a plurality of tubes made of an insulating material are provided so as to open at one end in a plurality of water pressure measurement sections in the boring hole, and each of these tubes. A conductive layer having an electric resistance formed on the inner peripheral surface of the tube, and a first electrode provided on the conductive layer of each of the tubes and vertically spaced apart from the water surface in each tube in the vertical direction. And a second electrode, a third electrode and a fourth electrode which are provided on the conductive layer of each of the tubes and are vertically spaced below the water surface of the ground water by a predetermined distance equal to the above. A specific resistance for measuring a potential difference between the third electrode and the fourth electrode when a current is applied between the first electrode and the second electrode, and measuring a specific resistance between the second electrode and the third electrode from the potential difference. Compensation calculation processing equipment Therefore, the specific resistance is corrected by the electrical conductivity of groundwater measured using at least the third electrode and the fourth electrode, and the groundwater level and the water pressure for each depth are configured to be calculated. In addition to the above effects, the water level can be measured by measuring the resistivity of groundwater and the measurement results can be calibrated, and as a result, the water pressure measurement system can be further improved.

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

【図1】この発明の一実施例による多深度間隙水圧測定
装置を示す構成図である。
FIG. 1 is a configuration diagram showing a multi-depth pore water pressure measuring device according to an embodiment of the present invention.

【図2】図1におけるチューブの一部を拡大して示す断
面図である。
FIG. 2 is an enlarged sectional view showing a part of the tube in FIG.

【図3】図2におけるチューブの水平断面図である。FIG. 3 is a horizontal sectional view of the tube in FIG.

【図4】従来の多深度間隙水圧測定装置を示す構成図で
ある。
FIG. 4 is a configuration diagram showing a conventional multi-depth pore water pressure measuring device.

【符号の説明】[Explanation of symbols]

1 ボーリング孔 4 水圧測定区間 6 チューブ 8 導電層 9 第1電極 10 第2電極 11 第3電極 12 第4電極 15 演算処理装置 16 比抵抗測定器 17 補正演算処理装置 1 Boring Hole 4 Water Pressure Measurement Section 6 Tube 8 Conductive Layer 9 First Electrode 10 Second Electrode 11 Third Electrode 12 Fourth Electrode 15 Arithmetic Processing Device 16 Resistivity Measuring Instrument 17 Correction Arithmetic Processing Device

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 ボーリング孔内の複数の水圧測定区間内
に、各一端が開口するように設けられた絶縁材からなる
複数本のチューブと、これらの各チューブの内周面に形
成された電気抵抗を持つ導電層と、上記各チューブ内に
浸入する地下水の水面を挾む上下2点の上記導電層に設
けられた一対の電極と、上記各電極間の抵抗値を測定
し、該抵抗値から上記地下水の水位および各深度ごとの
水圧を演算する演算処理装置とを備えた多深度間隙水圧
測定装置。
1. A plurality of tubes made of an insulating material, each end of which is opened in a plurality of water pressure measuring sections in a boring hole, and an electric wire formed on the inner peripheral surface of each of the tubes. The resistance value between the conductive layer having resistance, the pair of electrodes provided on the conductive layer at two points above and below the surface of the groundwater entering the tubes, and the resistance value between the electrodes are measured. From the above, a multi-depth pore water pressure measuring device comprising the above-mentioned ground water level and an arithmetic processing unit for calculating the water pressure for each depth.
【請求項2】 ボーリング孔内の複数の水圧測定区間内
に、各一端が開口するように設けられた絶縁材からなる
複数本のチューブと、これらの各チューブの内周面に形
成された電気抵抗を持つ導電層と、上記各チューブの導
電層に設けられて、各チューブ内の水面の外側に、上下
方向に一定の間隔離して配置された第1電極および第2
電極と、上記各チューブの導電層に設けられて、各チュ
ーブ内の地下水の水面下に、上下方向に上記と等しい間
隔離して配置された第3電極および第4電極と、上記第
1電極および第2電極間に電流を流したときの上記第3
電極および第4電極間の電位差を測定し、該電位差から
上記第2電極および第3電極間の比抵抗を測定する比抵
抗測定器と、上記比抵抗を、少なくとも上記第3電極お
よび第4電極を用いて測定した地下水の電気伝導度で補
正して、上記地下水の水位および各深度ごとの水圧を演
算する補正演算処理装置とを備えた多深度間隙水圧測定
装置。
2. A plurality of tubes made of an insulating material, each of which is provided with one end open in a plurality of water pressure measuring sections in the boring hole, and an electric wire formed on an inner peripheral surface of each of the tubes. A conductive layer having resistance and a first electrode and a second electrode provided on the conductive layer of each of the tubes and vertically spaced apart from each other outside the water surface in each tube in the vertical direction.
An electrode, a third electrode and a fourth electrode which are provided on the conductive layer of each of the tubes and are vertically spaced below the water surface of the ground water in the same direction as the above, and the first electrode and The third when the current is applied between the second electrodes
A resistivity measuring device for measuring a potential difference between the electrode and the fourth electrode, and measuring a resistivity between the second electrode and the third electrode from the potential difference; and a resistivity for measuring at least the third electrode and the fourth electrode. A multi-depth pore water pressure measuring device comprising: a correction calculation processing device that corrects the electric conductivity of ground water measured using the above to calculate the water level and the water pressure at each depth.
JP4165985A 1992-06-24 1992-06-24 Multiple depth pore water pressure measuring device Pending JPH063210A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4165985A JPH063210A (en) 1992-06-24 1992-06-24 Multiple depth pore water pressure measuring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4165985A JPH063210A (en) 1992-06-24 1992-06-24 Multiple depth pore water pressure measuring device

Publications (1)

Publication Number Publication Date
JPH063210A true JPH063210A (en) 1994-01-11

Family

ID=15822740

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4165985A Pending JPH063210A (en) 1992-06-24 1992-06-24 Multiple depth pore water pressure measuring device

Country Status (1)

Country Link
JP (1) JPH063210A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009168467A (en) * 2008-01-10 2009-07-30 Kajima Corp Hydraulic pressure measuring method and hydraulic pressure measuring system in ground
CN105332696A (en) * 2015-11-02 2016-02-17 中国石油大学(北京) Measuring apparatus for finding water in horizontal well by multi-parameter combination

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009168467A (en) * 2008-01-10 2009-07-30 Kajima Corp Hydraulic pressure measuring method and hydraulic pressure measuring system in ground
CN105332696A (en) * 2015-11-02 2016-02-17 中国石油大学(北京) Measuring apparatus for finding water in horizontal well by multi-parameter combination

Similar Documents

Publication Publication Date Title
US4820989A (en) Methods and apparatus for measurement of the resistivity of geological formations from within cased boreholes
US2249769A (en) Electrical system for exploring drill holes
US6919724B2 (en) Method and apparatus for investigating the wall of a borehole
US2459196A (en) Electrical logging method and apparatus
CN102767367B (en) High-resolution lateral logger and resistivity-measuring method
CN201635064U (en) Resistivity static sounding probe
CN101258424A (en) High resolution resistivity earth imager
CN101799442A (en) Resistivity static sounding probe
JPH08511346A (en) Electrical logging system
US2378440A (en) Process and means for measuring soil resistivity and certain electrical characteristics associated with a buried pipe line
US20140375320A1 (en) Method of leakage current and borehole environment correction for oil based mud imager
US2669689A (en) Method and apparatus for determining earth for mation factors
CA2108067A1 (en) Method for monitoring an area
US6636046B2 (en) Electrical resistivity probes
US6497282B2 (en) Method of monitoring the diameter of columns made by injection
MX2008003388A (en) An apparatus and method for electrically investigating borehole.
US1819923A (en) Electrical process and apparatus for the determination of the nature of the geological formations traversed by drill holes
CA2258410A1 (en) Radial sounding electrical well logging instrument
US2211124A (en) Method for continuously exploring boreholes
JPH063210A (en) Multiple depth pore water pressure measuring device
US2786178A (en) Apparatus for electrical well logging
US2587518A (en) Electrical logging method and apparatus
US20040222805A1 (en) Device for the simultaneous application of electrical signals and measurement of the electrical potential in a sample
JPS59187248A (en) Method and device for detecting state of permeation of water permeating in unsaturated soil
US2747402A (en) Differential pressure well logging

Legal Events

Date Code Title Description
EXPY Cancellation because of completion of term