JPH0246904B2 - - Google Patents
Info
- Publication number
- JPH0246904B2 JPH0246904B2 JP60287556A JP28755685A JPH0246904B2 JP H0246904 B2 JPH0246904 B2 JP H0246904B2 JP 60287556 A JP60287556 A JP 60287556A JP 28755685 A JP28755685 A JP 28755685A JP H0246904 B2 JPH0246904 B2 JP H0246904B2
- Authority
- JP
- Japan
- Prior art keywords
- chamber
- electrode
- inner tube
- solution
- measuring
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A90/00—Technologies having an indirect contribution to adaptation to climate change
- Y02A90/30—Assessment of water resources
Landscapes
- Indicating Or Recording The Presence, Absence, Or Direction Of Movement (AREA)
- Geophysics And Detection Of Objects (AREA)
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は地下水の微流速および流向測定装置に
関し、測定値の精度向上ならびに測定の簡易化を
はかることを目的とする。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a device for measuring minute flow velocity and flow direction of groundwater, and an object of the present invention is to improve the accuracy of measured values and simplify the measurement.
(従来の技術)
水資源の中でも最も重要な役割を果たす地下水
に関し、その汚染等に種々の問題が提起されてい
る。(Prior Art) Various problems have been raised regarding groundwater, which plays the most important role among water resources, such as its contamination.
そこで地下水の汚染の程度や範囲を知り、地下
水の動きを正確に把握することは重要であり、と
くに地下水の流速ならびに流向を知る方法に関し
ても、これまでに種々研究されてきた。 Therefore, it is important to know the extent and extent of groundwater contamination and to accurately understand the movement of groundwater, and in particular, various studies have been conducted on methods for determining the flow velocity and direction of groundwater.
その代表的なものとして、流水にてプロペラが
回転する流速計をボーリング孔内に降下させ、プ
ロペラの回転数の変化によつて流速および流向を
測定する方法があり、また特公昭45−25029号に
開示される如く、円板をボーリング孔内に降下さ
せ、円板に作用する孔内水の上昇流および下降流
による圧力から地下水の流動状況を推定する試
み、あるいはラジオアイソトープ(RI)を流水
に投入し、流水による放射線量の分布変化をトレ
ースして流速および流向を測定する試みがある。
しかしながら流水にて機械的測定手段を駆動する
方法にあつては、例えば毎秒2cm以下の流速を正
確に測定することは極めて困難であり、また放射
性物質を利用する方法は免許が必要であつて取り
扱いが難しいのみならず、装置が極めて高価なも
のとなつてしまう。 A typical method is to lower a current meter with a rotating propeller in flowing water into a borehole and measure the flow speed and direction based on changes in the propeller rotation speed. As disclosed in 2007, an attempt was made to lower a disk into a borehole and estimate the flow condition of groundwater from the pressure caused by the upward and downward flow of water in the hole acting on the disk, or to estimate the flow condition of groundwater from the pressure caused by the upward flow and downward flow of water in the borehole, or to inject radioisotopes (RI) into flowing water. There is an attempt to measure the flow velocity and flow direction by tracing changes in the radiation dose distribution due to flowing water.
However, with methods of driving mechanical measuring means using flowing water, it is extremely difficult to accurately measure flow velocities of less than 2 cm per second, and methods that use radioactive materials require a license and cannot be handled properly. Not only is this difficult, but the equipment becomes extremely expensive.
そこでさらに本発明者らはこれらを解決すべ
く、特定の電極に対して等間隔位置に複数の電極
を配設し、特定電極との間における各電極の電位
差(電気的抵抗値差)または変化により地下水の
動向を測定する方法を開発し、すでに実用化され
るに至つている。 Therefore, in order to further solve these problems, the present inventors arranged a plurality of electrodes at equal intervals with respect to a specific electrode, and the potential difference (electrical resistance value difference) of each electrode between the specific electrode and the change A method for measuring groundwater trends has been developed and has already been put into practical use.
(発明の解決すべき問題点)
しかしながら上記の方法による場合には電極間
に最初に注入すべきトレーサー材(追跡剤)とし
てNacl溶液あるいはRI等の放射性物質含有溶液
などを用いるために環境汚染の問題があるばかり
でなく、とくにトレーサー材の設置が1回的で繰
り返し設定できないところから試験値の精度を正
確に確認できないという問題があり、また上記ト
レーサー材を井戸内に設置された各電極間に注入
する装置が複雑で必然的に大型化するために測定
器具類が大掛りとなり非経済的であるのみなら
ず、トレーサー材を各電極間に正確に定量供給す
ることが実際上著しく難しいために測定値の正確
性には限度があり、ある程度の測定誤差は止むを
得ないものとされていた。(Problems to be Solved by the Invention) However, in the above method, NaCl solution or a solution containing a radioactive substance such as RI is used as the tracer material (tracking agent) to be first injected between the electrodes, which may cause environmental pollution. Not only is there a problem, but there is also the problem that the accuracy of test values cannot be accurately confirmed because the tracer material is installed only once and cannot be set repeatedly. Not only is it uneconomical because the equipment for injecting the tracer material is complicated and inevitably large, the measuring instruments are large-scale, but it is also extremely difficult in practice to supply a precise amount of tracer material between each electrode. There are limits to the accuracy of measured values, and a certain amount of measurement error is considered unavoidable.
(問題点を解決するための手段)
本発明は上記した従来技術の問題点を解決すべ
く、とくに測定精度を著しく向上させたものであ
つて、具体的には、内部中空の円筒状をして外郭
体と、外郭体の下端部に吊設された電極室とから
なり、電極室は特定の電極に対してそれぞれ等間
隔毎に複数の電極が対設されているとともに、外
郭体には溶液タンク室から溶液を前記電極室内に
一定量宛供給する注出部とを有し、該注出部はシ
リンダー機構により前記電極室内に向けて出没自
在のインナーチユーブと、該インナーチユーブ内
に一定量の溶液を供給する溶液供給手段とから構
成されていることを特徴とするものである。(Means for Solving the Problems) In order to solve the problems of the prior art described above, the present invention significantly improves the measurement accuracy. It consists of an outer shell and an electrode chamber suspended from the lower end of the outer shell. a spouting section that supplies a fixed amount of solution from the solution tank chamber into the electrode chamber; and a solution supply means for supplying an amount of solution.
(実施例)
以下において本発明の1実施例を図示の実施例
をもとに説明すると、1は内部中空の円筒状をし
た外郭体、8は外郭体の内部下方に設置された注
出部、20は外郭体の下端部に吊設された電極室
をあらわす。(Example) An embodiment of the present invention will be described below based on the illustrated embodiment. Reference numeral 1 denotes a hollow cylindrical outer body, and 8 a spouting part installed in the lower part of the inner part of the outer shell. , 20 represents an electrode chamber suspended from the lower end of the outer shell.
外郭体1は上方に溶液タンク室3および該溶液
タンク室の外周側開口部に張設されたゴム製の可
撓性薄膜4、およびさらに該薄膜4と外郭体1と
の間に圧力バランスルーム5が設けられ、しかも
該圧力バランスルーム5に対応する外郭体1の周
面には内外に通ずる複数の通孔6が設けられ、し
かも該通孔にはバランスフイルターが介装されて
いる。尚、溶液タンク室3内には蒸溜水が満たさ
れる。 The outer shell 1 has a solution tank chamber 3 above, a flexible thin film 4 made of rubber stretched over the outer opening of the solution tank chamber, and a pressure balance room between the thin film 4 and the outer shell 1. Furthermore, a plurality of through holes 6 communicating inside and outside are provided on the peripheral surface of the outer shell 1 corresponding to the pressure balance room 5, and balance filters are interposed in the through holes. Note that the solution tank chamber 3 is filled with distilled water.
電極室20は、上記外郭体1の下端部底板1a
の下側に該下端部底板1aに対して長ボルト等に
より下方に一定区間距離だけ移動自在に吊設され
ており、上記底板1aの中央に穿孔された注出孔
1bの直下に上端を固定され、下端を電極保持板
24の中央に固定させたところの円筒状であつて
周面に多数の通孔を穿設させたストレーナーを兼
ねる特定電極21、および該特定電極を中心と
し、これと等間隔毎に対設させて上記底板1aと
電極保持板24との間に設けられた複数の電極2
2、およびそれらの周縁であつて各電極との間に
若干の距離を隔てて底板1aと電極保持板24と
の間に介在されたところの全周にわたり多数の透
孔を有する固定した円筒状のガードメツシユ23
とから構成されており、さらに上記特定電極21
の外側とガードメツシユ23の内面側との間には
多数の粒状物25が充填されているとともに、さ
らに上記ガードメツシユ23の外周部にはこれを
包被すべく可撓性のネツト27が張設され、しか
も該ネツト27とガードメツシユ23との間には
多数のパツクビーズ28が充填されている。 The electrode chamber 20 includes a bottom plate 1a at the lower end of the outer shell 1.
It is suspended from the lower end of the bottom plate 1a by a long bolt or the like so as to be able to move downward by a certain distance, and the upper end is fixed directly below the spout hole 1b drilled in the center of the bottom plate 1a. A specific electrode 21 having a cylindrical shape with its lower end fixed to the center of the electrode holding plate 24 and serving as a strainer with a number of through holes perforated on its circumferential surface, and A plurality of electrodes 2 are provided between the bottom plate 1a and the electrode holding plate 24 at equal intervals.
2, and a fixed cylindrical shape having a large number of through holes around the entire circumference of the bottom plate 1a and the electrode holding plate 24 at a certain distance from each electrode. guard mesh 23
The above-mentioned specific electrode 21
A large number of granules 25 are filled between the outside of the guard mesh 23 and the inside of the guard mesh 23, and a flexible net 27 is stretched around the outer periphery of the guard mesh 23 to cover it. Moreover, a large number of pack beads 28 are filled between the net 27 and the guard mesh 23.
一方注出部8は外郭体1の下方内部であつて底
板1aの上面中央部に固定されたシリンダー9お
よび該シリンダー内に上下方向移動自在に嵌装さ
れ、しかも下降時に前記注出孔1bから特定電極
21内に進入し、また上昇時に特定電極21内か
ら上方へ移動自在のインナーチユーブ15を一体
に有するピストン10、そしてシリンダー10の
上部中央に上端を固定させるとともに先端をピス
トン10の上面を貫通してピストン10の中空室
10a内に臨ませた固定チユーブ16、さらに該
固定チユーブ16と前記溶液タンク3との間を連
絡するホース17、シリンダー9の上室内に連絡
する送排液用パイプ13、シリンダー9の下室内
に連絡する送排液用パイプ14とより構成され
る。 On the other hand, the spouting part 8 is fitted into a cylinder 9 which is located inside the lower part of the outer body 1 and fixed to the center of the upper surface of the bottom plate 1a, and is fitted into the cylinder so as to be movable in the vertical direction. A piston 10 has an integral inner tube 15 that enters into the specific electrode 21 and is movable upwards from within the specific electrode 21 when rising. A fixed tube 16 that penetrates and faces into the hollow chamber 10a of the piston 10, a hose 17 that communicates between the fixed tube 16 and the solution tank 3, and a liquid supply and drainage pipe that communicates with the upper chamber of the cylinder 9. 13, and a liquid supply/drainage pipe 14 communicating with the lower chamber of the cylinder 9.
尚、固定チユーブ16、およびインナーチユー
ブ15の各先端部には開閉バルブ18,19がそ
れぞれ取りつけられている。さらに外郭体1の上
方には航空機や船舶の姿勢制御用として一抜に用
いられているジヤイロを超小型化させたジヤイロ
装置26が装備されている。 Note that opening/closing valves 18 and 19 are attached to the distal ends of the fixed tube 16 and the inner tube 15, respectively. Further, above the outer shell 1, a gyroscope device 26 is installed, which is an ultra-miniaturized gyroscope that is commonly used for controlling the attitude of aircraft and ships.
(作用)
上記した実施例の構成において、ボーリング孔
内に第1図に示した装置を測定深度まで降下させ
る。その際電極室およびその周面に有するパツク
ビーズ28はその電極保持板24の下側に吊設さ
れた下部パツカーおよびシリンダー(非に図示省
略)等の重量により下方に伸ばされた状態となつ
ており、所定の深さに達して下部パツカーを膨張
させることによりストレーナー29の内壁面に固
定させたとき、はじめて測定器本体の重量により
上記シリンダー内をピストン(図示省略)が下方
に移動し、これに伴つて電極室20の周囲に装備
したパツクビーズ28が上下方向から圧縮され
る。パツクビーズ28は上下方向より圧縮された
分だけ次第に肉厚となり、放射方向に膨張してス
トレーナー29の内壁面に圧着される。さらにあ
らかじめシリンダー9の上室内に圧力液体を圧送
してピストン10を下降させてインナーチユーブ
15を特定電極21内に挿入させた状態において
バルブ18を開き、しかもバルブ19を閉じたま
まの状態において溶液タンク3内からピストンの
中空室10aを通じてインナーチユーブ15内に
一定量の蒸溜水を注出する。(Function) In the configuration of the embodiment described above, the apparatus shown in FIG. 1 is lowered into the borehole to the measurement depth. At this time, the pack beads 28 in the electrode chamber and its surrounding surface are stretched downward due to the weight of the lower packer and cylinder (not shown) suspended below the electrode holding plate 24. When a predetermined depth is reached and the lower strainer is inflated and fixed to the inner wall surface of the strainer 29, a piston (not shown) moves downward in the cylinder due to the weight of the measuring instrument body. At the same time, the pack beads 28 provided around the electrode chamber 20 are compressed from above and below. The pack beads 28 gradually become thicker as they are compressed in the vertical direction, expand in the radial direction, and are pressed against the inner wall surface of the strainer 29. Further, in advance, pressurized liquid is fed into the upper chamber of the cylinder 9, the piston 10 is lowered, the inner tube 15 is inserted into the specific electrode 21, the valve 18 is opened, and the valve 19 is kept closed. A certain amount of distilled water is poured out from the tank 3 into the inner tube 15 through the hollow chamber 10a of the piston.
その後、バルブ18を閉じるとともにバルブ1
9を開いたままの状態にてシリンダーの下室12
内に圧力液体を圧送し、上室11内の圧力液体を
排液すると、シリンダー10の上昇に伴つて特定
電極21内よりインナーチユーブ15が引き上げ
られて、蒸溜水(試験溶液)のみが体積変化をお
こすことなく特定電極21内に残留される。 After that, valve 18 is closed and valve 1 is closed.
Lower chamber 12 of the cylinder with 9 open.
When the pressure liquid in the upper chamber 11 is drained, the inner tube 15 is pulled up from the specific electrode 21 as the cylinder 10 rises, and only the distilled water (test solution) changes in volume. It remains in the specific electrode 21 without causing any damage.
この状態において特定電極15とこれを中心と
して放射状に配設された各電極との間に一定の微
弱電流を印加させて各電極間における抵抗値の変
化を地上に設置した電圧指示計(図示省略)によ
り測定することにより地下水の流速および流向を
知る。 In this state, a constant weak current is applied between the specific electrode 15 and each electrode arranged radially around the specific electrode 15, and the change in resistance between each electrode is measured by a voltage indicator (not shown) installed on the ground. ) to know the flow velocity and flow direction of groundwater.
具体的には地下水がガードメツシユ23を通じ
て電極室20内に流入したとき、中央の特定電極
21内にあつた蒸溜水が流入した地下水と置換希
釈されて次第に蒸溜水が電極室20の中央部にあ
る特定電極21内から多数の透孔を通じて電極室
20の外方へ向けて押し出され、放射状に配設さ
れたいずれかの電極に達したとき、当該電極の抵
抗値に変化を生ずるのでその変化の態様および時
間に応じて地下水の微流速および流向を測定でき
る。 Specifically, when groundwater flows into the electrode chamber 20 through the guard mesh 23, the distilled water in the central specific electrode 21 is diluted by replacement with the inflowing groundwater, and the distilled water gradually flows into the center of the electrode chamber 20. When the specific electrode 21 is pushed outward from the electrode chamber 20 through a large number of through holes and reaches one of the radially arranged electrodes, the resistance value of the electrode changes. The minute flow velocity and flow direction of groundwater can be measured depending on the mode and time.
尚上記の場合において、圧力バランスルーム5
内にはバランスフイルター6を介して常時地下水
が出入りし、その水圧を薄膜4を介してそのまま
溶液タンク3内の蒸溜水に伝えることができるた
めに地下水と接している電極室20内の水圧と溶
液タンク3内の水圧とが常に平衡状態を保つよう
になつている。 In the above case, the pressure balance room 5
Groundwater constantly enters and exits the chamber through the balance filter 6, and the water pressure can be directly transmitted to the distilled water in the solution tank 3 through the thin film 4, so that the water pressure in the electrode chamber 20, which is in contact with the groundwater, is The water pressure in the solution tank 3 is always kept in equilibrium.
さらに流速流向測定作業が終了し、再度測定を
おこなう場合においてはシリンダーの上室11内
に圧力液体を圧送し、シリンダー10を下降させ
てインナーチユーブ15を特定電極21内に挿入
させるとともにバルブ18を開き、バルブ19を
閉じて前記したのと同一の操作によりインナーチ
ユーブ15内に蒸溜水を充填させ、さらにこれを
特定電極21内に残留させることにより、そのま
ま繰り返し測定作業を継続することが可能であ
る。 Furthermore, when the flow velocity and direction measurement work is completed and measurement is to be performed again, pressure liquid is pumped into the upper chamber 11 of the cylinder, the cylinder 10 is lowered, the inner tube 15 is inserted into the specific electrode 21, and the valve 18 is closed. By opening the inner tube 15, closing the valve 19, and filling the inner tube 15 with distilled water by the same operation as described above, and further allowing this to remain in the specific electrode 21, it is possible to continue repeated measurement operations. be.
またジヤイロ装置26を活用すれば測定装置の
特定部分の方位を直ちに知ることが可能である。 Further, by utilizing the gyro device 26, it is possible to immediately know the orientation of a specific part of the measuring device.
(発明の効果)
本発明は上記した通り、外郭体内に溶液タンク
室および該溶液タンク室から溶液を電極室内に一
定量宛供給する注出部を有し、しかも該注出部は
シリンダー機構により電極室内中央部に向けて出
没自在のインナーチユーブおよび該インナーチユ
ーブ内に一定量の溶液を供給する溶液供給手段と
から構成されているために、電極室内中央部に対
する溶液の供給に際し、供給された溶液は体積変
化をおこすことなしに常に正確な位置に定量供給
される結果、測定値の精度が著しく向上するばか
りでなく、装置全体としても小型化をはかること
ができ、取り扱いを一層便利なものとすることが
できる。(Effects of the Invention) As described above, the present invention has a solution tank chamber in the outer shell and a pouring section for supplying a fixed amount of solution from the solution tank chamber into the electrode chamber, and the pouring section is provided with a cylinder mechanism. Since it is composed of an inner tube that can freely retract toward the center of the electrode chamber and a solution supply means that supplies a certain amount of solution into the inner tube, when supplying the solution to the center of the electrode chamber, the As a result of the solution being constantly supplied in a fixed amount to the correct position without causing any volume change, not only the accuracy of the measured values is significantly improved, but the entire device can also be made smaller, making it even more convenient to handle. It can be done.
また電極室はその周囲を網状のガードメツシユ
で包装するとともに、その内方に多数の粒状物が
充填されており、しかも上記網状ガードメツシユ
の外周側にも多数のパンクビーズを配設包装させ
て構成しているために地下水流の流線に歪みを生
ずることがなく、電極室内における地下水流の自
然流を維持することができる。 In addition, the electrode chamber is surrounded by a net-like guard mesh, and the inside of the electrode chamber is filled with a large number of granules, and a large number of puncture beads are also arranged and wrapped around the outer periphery of the above-mentioned mesh guard mesh. Therefore, the flow lines of the groundwater flow are not distorted, and the natural flow of the groundwater flow within the electrode chamber can be maintained.
また溶液タンク室の少なくとも一部には可撓性
水密シートを貼着するとともに、該水密シートの
露呈位置に対応させて外郭体の周面に1又は2以
上のバランスフイルター孔を開設したために、バ
ランスフイルターを通して地下水圧が溶液タンク
室内の溶液に伝わり、該溶液と電極室内の水圧と
を常に平衡に保持させることができ、測定精度を
より一層向上させることに寄与する。 In addition, a flexible watertight sheet is attached to at least a portion of the solution tank chamber, and one or more balance filter holes are formed on the circumferential surface of the outer body in correspondence with the exposed position of the watertight sheet. Groundwater pressure is transmitted to the solution in the solution tank chamber through the balance filter, and the solution and the water pressure in the electrode chamber can always be maintained in equilibrium, contributing to further improvement of measurement accuracy.
さらに外郭体内に小型化されたジヤイロ装置を
組み込んであるために測定装置の特定部分の方位
を従来よりもさらに深い位置においても直ちに知
ることができるために、従来のような測定装置の
位置合わせの不便や、不正確性を解決することが
できる。 Furthermore, since a miniaturized gyro device is built into the outer shell, the orientation of a specific part of the measuring device can be immediately known even at a deeper position than before, making it possible to easily align the measuring device as in the past. Inconveniences and inaccuracies can be resolved.
第1図は本発明の一実施例であるところの地下
水の微流速および流向測定装置の要部縦断面図で
ある。
1……外郭体、3……溶液タンク室、4……可
撓性薄膜、5……圧力バランスルーム、6……通
孔、8……注出部、9……シリンダー、10……
ピストン、15……インナーチユーブ、16……
固定チユーブ、18,19……開閉バルブ、20
……電極室、21……特定電極、22……電極、
23……ガードメツシユ、25……粒状物、26
……ジヤイロ装置、27……可撓性ネツト、28
……パツクビーズ。
FIG. 1 is a vertical cross-sectional view of a main part of an apparatus for measuring the minute current velocity and flow direction of underground water, which is an embodiment of the present invention. DESCRIPTION OF SYMBOLS 1...Outer body, 3...Solution tank chamber, 4...Flexible thin film, 5...Pressure balance room, 6...Through hole, 8...Spout part, 9...Cylinder, 10...
Piston, 15... Inner tube, 16...
Fixed tube, 18, 19...Opening/closing valve, 20
... Electrode chamber, 21 ... Specific electrode, 22 ... Electrode,
23... Guard mesh, 25... Granular matter, 26
... Gyroscope device, 27 ... Flexible net, 28
...Patsuku beads.
Claims (1)
下端部に吊設された電極室とからなり、電極室は
特定の電極に対してそれぞれ等間隔毎に複数の電
極が対設されているとともに、外郭体には溶液タ
ンク室と該溶液タンク室から溶液を前記電極室内
に一定量宛供給する注出部とを有し、該注出部は
シリンダー機構により前記電極室内に向けて出没
自在のインナーチユーブと、該インナーチユーブ
内に一定量の溶液を供給する溶液供給手段とから
構成されていることを特徴とする地下水の微流速
および流向測定装置。 2 特許請求の範囲第1項に記載のものにおい
て、電極室はその周囲を網状のネツトで包被する
とともに、その内方には多数の粒状物を充填した
ものであるところの地下水の微流速および流向測
定装置。 3 特許請求の範囲第1項に記載のものにおい
て、電極室内の特定の電極は、該室内の中央であ
つて該室内に出没するインナーチユーブの出没位
置に設けられたところの該インナーチユーブより
幾分大径の電極ストレーナーであるところの地下
水の微流速および流向測定装置。 4 特許請求の範囲第1項に記載のものにおい
て、電極室内に出没するインナーチユーブ内に一
定量の溶液を供給する溶液供給手段は、上記イン
ナーチユーブを進退させるシリンダー内に該シリ
ンダーの進退方向から気密に差し込まれた固定チ
ユーブであるところの地下水の微流速および流向
測定装置。 5 特許請求の範囲第1項に記載のものにおい
て、溶液タンク室の少なくとも一部には可撓性水
密シートを貼着するとともに、該水密シートの露
呈位置に対応させて外郭体の周面に1又は2以上
のバランスフイルター孔を開設してなるところの
地下水の微流速および流向測定装置。 6 特許請求の範囲第1項に記載のものにおい
て、外郭体内にはジヤイロを組み込んでなるとこ
ろの地下水の微流速および流向測定装置。[Scope of Claims] 1. Consists of a hollow cylindrical outer body and an electrode chamber suspended from the lower end of the outer body, and the electrode chamber has a plurality of electrodes arranged at equal intervals for each specific electrode. The electrodes are arranged opposite each other, and the outer body has a solution tank chamber and a spouting section for supplying a fixed amount of solution from the solution tank chamber into the electrode chamber, and the spouting section is connected to the 1. A device for measuring minute flow velocity and flow direction of underground water, comprising an inner tube that is freely retractable into an electrode chamber, and a solution supply means that supplies a certain amount of solution into the inner tube. 2. In the device set forth in claim 1, the electrode chamber is surrounded by a mesh net, and the inside of the electrode chamber is filled with a large number of granular materials. and flow direction measuring device. 3. In the item set forth in claim 1, the specific electrode within the electrode chamber is located at a distance from the inner tube that is provided at the center of the chamber and at the protruding and retracting position of the inner tube that protrudes and retracts into the chamber. A device for measuring the minute flow velocity and direction of underground water using a large-diameter electrode strainer. 4. In the device described in claim 1, the solution supply means for supplying a certain amount of solution into the inner tube recessed and recessed into the electrode chamber is provided in a cylinder for advancing and retracting the inner tube from the direction of movement of the cylinder. Groundwater microflow velocity and flow direction measuring device which is a fixed tube inserted airtight. 5. In the product described in claim 1, a flexible watertight sheet is attached to at least a part of the solution tank chamber, and a flexible watertight sheet is attached to the circumferential surface of the outer body in correspondence with the exposed position of the watertight sheet. A device for measuring the microflow velocity and flow direction of groundwater, which is formed by opening one or more balance filter holes. 6. A device for measuring the minute flow velocity and flow direction of groundwater as set forth in claim 1, which comprises a gyroscope built into the outer body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60287556A JPS62147362A (en) | 1985-12-20 | 1985-12-20 | Measuring device of slow-speed and flow direction of ground water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60287556A JPS62147362A (en) | 1985-12-20 | 1985-12-20 | Measuring device of slow-speed and flow direction of ground water |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62147362A JPS62147362A (en) | 1987-07-01 |
| JPH0246904B2 true JPH0246904B2 (en) | 1990-10-17 |
Family
ID=17718872
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP60287556A Granted JPS62147362A (en) | 1985-12-20 | 1985-12-20 | Measuring device of slow-speed and flow direction of ground water |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62147362A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007256026A (en) * | 2006-03-22 | 2007-10-04 | Kajima Corp | Low-flow velocity groundwater flow direction velocity measurement method and apparatus |
| JP2010101813A (en) * | 2008-10-25 | 2010-05-06 | Kajima Corp | Method and device for measuring vertical flow velocity of ground water |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2802035B2 (en) * | 1994-04-07 | 1998-09-21 | アプライド マテリアルズ インコーポレイテッド | Vacuum exhaust device |
-
1985
- 1985-12-20 JP JP60287556A patent/JPS62147362A/en active Granted
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007256026A (en) * | 2006-03-22 | 2007-10-04 | Kajima Corp | Low-flow velocity groundwater flow direction velocity measurement method and apparatus |
| JP2010101813A (en) * | 2008-10-25 | 2010-05-06 | Kajima Corp | Method and device for measuring vertical flow velocity of ground water |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62147362A (en) | 1987-07-01 |
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