JPS6283667A - Method for measuring flow speed of ground water - Google Patents
Method for measuring flow speed of ground waterInfo
- Publication number
- JPS6283667A JPS6283667A JP60225633A JP22563385A JPS6283667A JP S6283667 A JPS6283667 A JP S6283667A JP 60225633 A JP60225633 A JP 60225633A JP 22563385 A JP22563385 A JP 22563385A JP S6283667 A JPS6283667 A JP S6283667A
- Authority
- JP
- Japan
- Prior art keywords
- water stream
- output
- ground water
- vibration
- flow velocity
- 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
Links
- 239000003673 groundwater Substances 0.000 title claims abstract description 20
- 238000000034 method Methods 0.000 title claims description 11
- 238000005259 measurement Methods 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 35
- 238000012360 testing method Methods 0.000 abstract description 2
- 238000001514 detection method Methods 0.000 abstract 2
- 150000003839 salts Chemical class 0.000 description 8
- 238000006243 chemical reaction Methods 0.000 description 4
- 210000003462 vein Anatomy 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000007796 conventional method Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000002238 attenuated effect Effects 0.000 description 1
- 235000009508 confectionery Nutrition 0.000 description 1
- 238000007865 diluting Methods 0.000 description 1
- 239000004973 liquid crystal related substance Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
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
- Geophysics And Detection Of Objects (AREA)
Abstract
Description
【発明の詳細な説明】
産業上の利用分野
本発明は地下水流によって生ずる振動を検知することに
より、地下水流速を測定する方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to a method for measuring groundwater flow velocity by detecting vibrations caused by groundwater flow.
従来の技術
従来地下水流速を測定する方法には、ボーリング孔中に
プロペラ式流速計を入れ直接水流速を測定する方法と、
ボーリング孔内に食塩などの導電物質を投入操体した後
、流水により食塩水が希釈され、それに伴う電導度の変
化から換算して地下水流速をa+rr定する方法があっ
た。Conventional technology Conventional methods for measuring groundwater flow velocity include placing a propeller-type current meter in a borehole and measuring the water flow velocity directly;
There is a method of injecting a conductive substance such as salt into a borehole, diluting the salt water with flowing water, and calculating the groundwater flow rate a+rr from the resulting change in conductivity.
発明が解決しようとする問題点
上記の従来技術のプロペラ式流速計により水流速を測定
する方法はボーリング孔に保孔管がない場合は水流速が
直接プロペラを回転させ有効であるが、保孔管がボーリ
ング孔に挿入されている場合、保孔管に多数の孔があけ
てあっても管内の水流速は管外の水流速に比べて著しく
減衰されさらにその水流は流入後管内)で拡散されるた
め管内外と同一の水流速とはなり得ない。Problems to be Solved by the Invention The above-mentioned conventional method of measuring water flow velocity using a propeller-type current meter is effective when there is no hole maintenance pipe in the borehole because the water flow velocity directly rotates the propeller. When a pipe is inserted into a borehole, even if the storage pipe has many holes, the water flow velocity inside the pipe is significantly attenuated compared to the water flow velocity outside the pipe, and furthermore, the water flow diffuses inside the pipe after entering the pipe. Therefore, the water flow velocity inside and outside the pipe cannot be the same.
又、電導度の変化により測定する方法は、水流水脈があ
れば食塩濃度の低下が生ずるので、水流の推定が可能で
あるが、地下水流速への換算結果と真の水流速との相関
関係が不明薙の場合が多く水流速値の信頼性が得られな
い。更にボーリング構内へ食塩水を投入し、食塩濃度が
ボーリング孔内で均一になるように操体すると・とが困
難でかなりの労力を要し、且つ食塩濃度の変化をかなり
の長期間σ1り定せねばならないなどの欠点があった0
本発明は上記の問題点を解決するだめになされたもので
ある0
問題を解決するだめの手段
本発明はボーリング孔内(7)に振動検出器(2)を設
置し、地下水流による振動及び音響エネルギーを電気的
出力として取出し、該出力を演算手段(4)に入力し、
地下水流速に演算し、当該地下における水流速として記
録装置(6)に経時記録として記録せしめ、同時にディ
ジタル表示装置(5)にも表示し直読可能ならしめて地
下水流速を測定する方法である。In addition, with the method of measuring changes in conductivity, if there is a water vein, the salt concentration will decrease, so it is possible to estimate the water flow, but the correlation between the conversion result to groundwater flow velocity and the true water flow velocity is poor. In many cases, the water velocity is unknown, making it impossible to obtain reliable water flow velocity values. Furthermore, it is difficult and labor-intensive to inject salt water into the borehole and manipulate it to make the salt concentration uniform within the borehole, and it is difficult to determine the change in salt concentration σ1 for a considerable period of time. There were disadvantages such as having to do
The present invention has been made to solve the above problems. Means for Solving the Problems The present invention installs a vibration detector (2) in the borehole (7) to detect vibrations caused by underground water flow. extracting the acoustic energy as an electrical output and inputting the output to the calculation means (4);
This is a method of measuring groundwater flow velocity by calculating the groundwater flow velocity, recording it in a recording device (6) as a time-lapse record as the water flow velocity in the underground, and simultaneously displaying it on a digital display device (5) so that it can be read directly.
作用
本発明はボーリング孔外及びその付近を流れる水流によ
って生ずる振動をボーリング孔に挿入せる振動検出器(
2)で検出し、そのエネルギーを電気出力に変換して取
出し、その電気出力を変換函数をプログラムした演算手
段(4)により演算し、水流速に変換し出力させ、出力
記録装置(6)により経時データとして記録し、継続測
定するものである0実施例
第1図は本発明の実施例の概略溝成図である。Function The present invention provides a vibration detector (
2), convert the energy into electrical output and take it out, calculate the electrical output using the calculation means (4) programmed with a conversion function, convert it to water flow velocity and output it, and output it using the output recording device (6). Embodiment 0 Recording as time-lapse data and continuously measuring FIG. 1 is a schematic groove diagram of an embodiment of the present invention.
図中(2)は振動検出器である。本振動検出器(2)は
地下水流(8)によって生ずる超低周波から超可聴域ま
での振動及び音響振動エネルギーを感知し、そのエネル
ギーを機械振動としてとらえ、更に電気的出力を得るも
のである。本変換素子は圧電素子を用いているが、電磁
変換素子でも同等の効果を得ることができる。本振動検
出器(2)の出力は外部の電気的誰音妨害を受けると測
定値に誤差を生ずるので電磁シールドを有する絶縁信号
電線(1)によりボーリング孔より地上に設置しである
演算手段(4)まで導かれる。絶縁信号電線(1)は地
表から垂下せるボーリング孔内の振動検出器(2)まで
の距離を知る必要があるので測長用巻尺を付備させであ
る。(2) in the figure is a vibration detector. This vibration detector (2) senses vibrations and acoustic vibration energy from the ultra-low frequency range to the ultra-audible range generated by the underground water flow (8), captures the energy as mechanical vibration, and further obtains an electrical output. . Although this conversion element uses a piezoelectric element, the same effect can be obtained using an electromagnetic conversion element. If the output of this vibration detector (2) is subjected to external electrical noise interference, it will cause an error in the measured value, so the calculation means ( 4). The insulated signal wire (1) is equipped with a length measuring tape because it is necessary to know the distance to the vibration detector (2) in the borehole that can be suspended from the ground surface.
この距離は地下水脈の地表からの位置を求め、流速の深
度分15観測データの作成に欠くべかざるものである。This distance is indispensable for determining the position of groundwater veins from the ground surface and for creating 15 depth observation data of flow velocity.
よって絶縁信号電線(1)には測昆用巻尺を添わせてボ
ーリング孔に垂下させるわけであるが、該信号電線の外
被に測長用の目印しを、例えば1米ごとに付けてもよい
し、第2図の如く4被:て直接目盛0:うを印刷すば更
に良いことは云うまでもない。前述の如く地下の水流(
8)によって生ずる地中の振動はボーリング孔内水を介
して振動検出器(2)に伝達され、その水流速に関係を
持った電気出力を得られるのである。その関係は実地試
験により求め、出力電圧水流速の函数関係を特定する0
振動検出器(2)はその種類又は個々の特性によゆ出力
特注が異なるので基飴五圧発生器(3)より出力される
基準出力と比較され補正される。それは振動検出器(2
)に既知の振動を与えその出力と基準出力との比較にお
いてなされる0
振動検出器(2)よりの電気出力は演算手段(4)に入
力されるが、該演算手段(4)は上記実、験の関係を満
足する如くプログラミングされたコンビコーーーターに
より構成されている。演算手段(4)により得られた演
算出力は電気信号として出力され記録装置(6)に自記
々録され、経時的に地下水流速を測定することができる
。同時に演算結果のアナログ出力はディジタル変換され
、液晶又は発光ダイオードによる数字表示装置(5)に
入力し、その数値表示により水流速が直読できるもので
ある。Therefore, a length measurement tape measure is attached to the insulated signal wire (1) and it is hung down into the borehole, but it is also possible to attach length measurement marks to the outer sheath of the signal wire, for example every meter. Of course, it would be even better if the scale 0:0 could be printed directly on the 4th scale as shown in FIG. As mentioned above, underground water flow (
The underground vibrations generated by 8) are transmitted to the vibration detector (2) via the water in the borehole, and an electrical output that is related to the water flow velocity can be obtained. The relationship is determined through field tests, and the functional relationship between output voltage and water flow rate is specified.
Since the output of the vibration detector (2) varies depending on its type or individual characteristics, it is compared with the reference output output from the basic candy five-pressure generator (3) and corrected. It is a vibration detector (2
) is applied with a known vibration and the electrical output from the vibration detector (2) is compared with the reference output. It consists of a combi coater programmed to satisfy the relationship between The calculation output obtained by the calculation means (4) is outputted as an electric signal and is automatically recorded in the recording device (6), so that the groundwater flow velocity can be measured over time. At the same time, the analog output of the calculation result is converted into digital data and inputted to a numerical display device (5) using liquid crystal or light emitting diode, and the water flow velocity can be directly read from the numerical display.
発明の効果
本発明による地下水流測定方法は以上のような構成より
なるものであり、本発明によれば、保孔管(Jυの入っ
た既設のボーリング孔(7)を利用し、ボー−IJング
孔外及びその周辺を流れる地下水流(8)によって生ず
る振動をボーリング孔に垂下させる振動検出器(2)で
検出し、その出力を演算し水流速に変換せしめるもので
あるから、ボーリング孔内の水の動きに関係なく測定で
きるのでプロペラ法の持つ問題は解決され、且つ孔内に
食塩を投入し、水流による電導度の変化から水流速を求
める方法の如く操体]〜濃度を均一にする必要もなく、
食塩濃度の変化に長時間を要するなどの欠点も除かれ、
簡単な操作で瞬時に各深度における水流分布を測定でき
る利点がある。又本発明によれば上述の如く地下水脈の
探査に極めて有効であり、効果的な地下水排除やそれに
よる地すべり防止の対策が迅速に実施でき、逆に水資源
利用のための水脈探査にも有効である。Effects of the Invention The method for measuring groundwater flow according to the present invention has the above-described configuration.According to the present invention, an existing borehole (7) containing a hole storage pipe (J The vibration generated by the groundwater flow (8) flowing outside and around the borehole is detected by a vibration detector (2) suspended in the borehole, and the output is calculated and converted into water flow velocity. Since the measurement can be performed regardless of the movement of the water, the problem of the propeller method is solved, and the concentration can be made uniform using a method similar to the method of injecting salt into a hole and determining the water flow velocity from the change in conductivity caused by the water flow. There is no need to
Disadvantages such as the long time it takes to change the salt concentration are also eliminated.
It has the advantage of being able to instantly measure water flow distribution at each depth with simple operations. Further, according to the present invention, as mentioned above, it is extremely effective in the exploration of underground water veins, and measures to effectively remove groundwater and thereby prevent landslides can be implemented quickly, and conversely, it is also effective in the exploration of water veins for the utilization of water resources. It is.
第1図は本発明の構成を示す機能図、第2図は測長目盛
付絶縁信号電線を示す説明図である。
図中 (1)・・・絶縁信号電線
(2)・・・振動検出器
(3)・・・基準電圧発生器
(4)・・・演算手段・コンピューター(5)・・・デ
ィジタル表示装置
(6)・・・記 録 装 置
(7)・・・ボーリング孔
(8)・・・地 下 水 流
(9)・・・地表面
ilG・・・地 下
0])・・・保孔管
αa・・・絶縁信号電線外被表面
(1]・・・測 長 目 盛FIG. 1 is a functional diagram showing the configuration of the present invention, and FIG. 2 is an explanatory diagram showing an insulated signal wire with a length measurement scale. In the figure (1)...Insulated signal wire (2)...Vibration detector (3)...Reference voltage generator (4)...Calculating means/computer (5)...Digital display device ( 6)...Recording device (7)...Borehole (8)...Groundwater flow (9)...Ground surface ilG...Underground 0])...Borehole storage pipe αa...Insulated signal wire outer cover surface (1)...Length measurement scale
Claims (1)
演算手段(4)を具備し、該振動検出器(2)をボーリ
ング孔内(7)に設置し、振動検出器出力を演算手段(
4)に入力せしめたことを特徴とする地下水流速測定方
法。 2、絶縁信号電線(1)の外被表面(12)が測長目盛
(13)を有する前記特許請求範囲第1項の地下水流速
測定方法。[Claims] 1. A vibration detector (2) to which an insulated signal wire (1) is connected and a calculation means (4) are provided, and the vibration detector (2) is installed in a borehole (7). , the vibration detector output is calculated by means (
4) A groundwater flow velocity measuring method characterized by inputting the following. 2. The groundwater flow rate measuring method according to claim 1, wherein the outer cover surface (12) of the insulated signal wire (1) has a length measurement scale (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60225633A JPS6283667A (en) | 1985-10-09 | 1985-10-09 | Method for measuring flow speed of ground water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60225633A JPS6283667A (en) | 1985-10-09 | 1985-10-09 | Method for measuring flow speed of ground water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS6283667A true JPS6283667A (en) | 1987-04-17 |
Family
ID=16832361
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP60225633A Pending JPS6283667A (en) | 1985-10-09 | 1985-10-09 | Method for measuring flow speed of ground water |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6283667A (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58120169A (en) * | 1982-01-13 | 1983-07-16 | Agency Of Ind Science & Technol | Gas flow velocity measuring apparatus |
-
1985
- 1985-10-09 JP JP60225633A patent/JPS6283667A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58120169A (en) * | 1982-01-13 | 1983-07-16 | Agency Of Ind Science & Technol | Gas flow velocity measuring apparatus |
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