JP5650950B2 - Water leakage detection device from water storage facilities - Google Patents

Water leakage detection device from water storage facilities Download PDF

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JP5650950B2
JP5650950B2 JP2010182298A JP2010182298A JP5650950B2 JP 5650950 B2 JP5650950 B2 JP 5650950B2 JP 2010182298 A JP2010182298 A JP 2010182298A JP 2010182298 A JP2010182298 A JP 2010182298A JP 5650950 B2 JP5650950 B2 JP 5650950B2
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water
container
detection device
water leakage
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道人 下茂
道人 下茂
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Taisei Corp
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Description

本発明は貯水施設からの漏水検知装置に関するものであり、特に漏水の出口ではなく、入口を検知する装置に関する。   The present invention relates to a water leak detection device from a water storage facility, and more particularly to a device that detects an inlet, not a water leak outlet.

貯水施設とはダム、ため池、プールなどで、河川や降雨からの自然の供給量、あるいは人工的な供給量を上回る過大な漏水が発生したら、発電、農業用水、飲料水の供給などの、貯水施設本来の機能が損なわれる。
そのような場合に、水をためる「器」における漏水個所を検知することは、漏水を抑制して貯水機能を回復する対策を立てる上で重要でかつ有効な方法である。
漏水個所の検知方法としては地上の配管、地中の埋設管、屋根や天井、水タンク、廃棄物処理場の遮水シートなどからの漏水には各種の方法が開発されている。
それに対してダムやため池などの貯水施設からの漏水は、水と地盤が直接接触しているために、水分の変化が生じることがなく、漏水による電気的な変化によって漏水個所を特定することはできない。
漏水の「出口」である浸出点を特定して対処する方法も考えられるが、水の湧き出る個所は周辺の下流の沢、斜面、ダム堤体下部に設けた監査廊など広い範囲にわたって平面的に散らばっているから、漏水個所としての特定も困難であり、また特定できたとしても、多数の漏水個所に対応した対策を講じることは膨大な労力と費用を要することになる。
そのためにダムやため池などの貯水施設における有効な漏水抑制対策としては、漏水の「入口」を特定することがなによりも必要となる。
Reservoir facilities are dams, ponds, pools, etc., and if there is an excessive leak that exceeds the natural supply from rivers and rainfall, or artificial supply, water storage such as power generation, agricultural water, and drinking water The original function of the facility is impaired.
In such a case, detecting the location of the water leak in the “container” that stores water is an important and effective method for taking measures to suppress the water leak and restore the water storage function.
Various methods have been developed to detect leaks from ground pipes, underground pipes, roofs and ceilings, water tanks, and water shielding sheets at waste disposal sites.
On the other hand, water leakage from water storage facilities such as dams and ponds does not cause a change in moisture because the water and the ground are in direct contact with each other. Can not.
A method of identifying and dealing with the leaching point that is the “exit” of water leakage is also conceivable. Since it is scattered, it is difficult to identify as a leaking point, and even if it can be identified, taking measures corresponding to a large number of leaking points requires enormous labor and cost.
Therefore, it is necessary to identify the “entrance” of water leakage as an effective water leakage suppression measure for water storage facilities such as dams and ponds.

特開2001−21439号公報。JP 2001-21439 A.

従来の貯水施設からの漏水個所の検知手段としてはダイバーによる目視によることがほとんどであったが、次のような問題があった。
<1> 人による目視であるから、漏水量を定量的に評価することが難しい。
<2> 目視が可能な、規模の大きい、すなわち漏水量の大きい個所しか見つけることができない。
<3> 特に対象範囲が広い場合や、対策工の効果を確認するために調査を繰り返し実施する必要がある場合などでは、経済性や調査期間の点から採用が困難となる。
The conventional means for detecting the location of water leakage from a water storage facility has been the visual inspection by a diver, but has the following problems.
<1> Since it is visual inspection by a person, it is difficult to quantitatively evaluate the amount of water leakage.
<2> It can only be found where the scale is large, that is, the amount of water leakage is large.
<3> In particular, when the target range is wide, or when it is necessary to repeatedly carry out surveys in order to confirm the effects of countermeasures, it is difficult to adopt them in terms of economy and survey period.

上記のような課題を解決する本発明の貯水施設からの漏水検知装置は、地盤を水底とする貯水施設の漏水検知装置であって、底面のみ開放した、柔軟性に富んで変形しやすい材料で形成した遮水容器と、遮水容器の下縁の全周に取り付けた伸縮性の大きい材料で形成した幕と、遮水容器の底面以外の位置に開口した貫通孔と、貫通孔に取り付けた流速計と、遮水容器の上部に取り付けた吊り枠とより構成し、さらに上記の貫通孔の断面積を変更可能に構成し、水中に吊り枠を一方のワイヤで吊り下げて、遮水容器の幕を支持する他方のワイヤを緩めてその底面を水底に載置して周囲の水の流れを遮断し、遮水容器の内部の水の流れを、流速計によって計測できるように構成したことを特徴としたものである。 The water leakage detection device for a water storage facility of the present invention that solves the above problems is a water leakage detection device for a water storage facility with the ground as the bottom, and is a flexible and easily deformable material that is open only at the bottom. The formed impermeable container, a curtain formed of a highly stretchable material attached to the entire periphery of the lower edge of the impermeable container, a through hole opened at a position other than the bottom surface of the impermeable container, and attached to the through hole Consists of an anemometer and a suspension frame attached to the top of the impermeable container . Further, the cross-sectional area of the through hole can be changed, and the suspension frame is suspended with one wire in the water. The other wire supporting the curtain was loosened and the bottom surface was placed on the bottom of the water to block the flow of the surrounding water, and the flow of water inside the impermeable container was configured to be measured with a current meter It is characterized by.

本発明の貯水施設からの漏水検知装置は以上説明したようになるから次のような効果を得ることができる。
<1> 通常の方法では検知が困難である貯水施設における漏水位置を検知することができる。
<2> 漏水位置と漏水量との関係を検知できる。
<3> 貯水池の漏水平面分布を可視化することができる。
<4> その結果、漏水対策や止水対策の計画に寄与することができる。
Since the water leak detection device from the water storage facility of the present invention has been described above, the following effects can be obtained.
<1> It is possible to detect a water leakage position in a water storage facility that is difficult to detect by a normal method.
<2> The relationship between the water leakage position and the water leakage amount can be detected.
<3> The leakage plane distribution of the reservoir can be visualized.
<4> As a result, it can contribute to water leakage countermeasures and water stop countermeasure plans.

本発明の貯水施設からの漏水検知装置の実施例の斜視図。The perspective view of the Example of the water leak detection apparatus from the water storage facility of this invention. 漏水を検知する状態の説明図。Explanatory drawing of the state which detects water leak. 貯水施設に漏水検知装置を吊り下ろす状態の説明図。Explanatory drawing of the state which hangs a water leak detection apparatus in a water storage facility.

以下図面を参照にしながら本発明の好適な実施の形態を詳細に説明する。   DESCRIPTION OF EMBODIMENTS Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the drawings.

<1>全体の構成。
本発明の貯水施設からの漏水検知装置は、底面のみ開放の遮水容器1と、遮水容器1の底面以外の位置に取り付けた流速計2と、遮水容器1の上部に取り付けた吊り枠3とより構成する。
<1> Overall configuration.
The water leakage detection device from the water storage facility according to the present invention includes a water shielding container 1 that is open only on the bottom surface, a current meter 2 attached to a position other than the bottom surface of the water shielding container 1, and a suspension frame attached to the top of the water shielding container 1. 3 and so on.

<2>遮水容器。
遮水容器1は遮水材で形成した、底面のみ開放した容器である。
材料として柔軟性のあるシート状の材料を使用した場合には、傘のような骨組を備え、その骨組みにシート状の遮水材をかぶせて構成する。
遮水容器1として金属板のような剛性の高い材料で構成することもできる。
遮水容器1は図の実施例のような四角錐である必要はなく、多角形、お椀状など各種の形状を採用することができる。
遮水容器1の中心には容器プレート11を設ける。
その容器プレート11と、後述する吊り枠3の中央板をボルト12で固定する。
さらに容器プレート11の下面に、照明用ライト、水中カメラ、水中マイクなどを遮水容器1の内部に向けて取り付けることができる。
そうすれば、測定領域内の監視、漏水音測定などが可能となり、漏水状況に関する多くの追加情報を得ることができる。
<2> Water shielding container.
The water shielding container 1 is a container formed of a water shielding material and having only a bottom surface opened.
When a flexible sheet-like material is used as a material, a framework such as an umbrella is provided, and the framework is configured by covering the framework with a sheet-like water shielding material.
The water-impervious container 1 can also be made of a highly rigid material such as a metal plate.
The water shielding container 1 does not need to be a quadrangular pyramid as in the illustrated embodiment, and various shapes such as a polygonal shape and a bowl shape can be employed.
A container plate 11 is provided at the center of the impermeable container 1.
The container plate 11 and the center plate of the suspension frame 3 described later are fixed with bolts 12.
Furthermore, an illumination light, an underwater camera, an underwater microphone, and the like can be attached to the lower surface of the container plate 11 so as to face the inside of the water shielding container 1.
If it does so, monitoring in a measurement area | region, a water leak sound measurement, etc. will be attained, and much additional information regarding a water leak condition can be obtained.

<3>スカート。
遮水容器1の下縁の全周には伸縮性の大きい材料で形成した幕をスカート13として取り付ける。
遮水容器1を水底に下ろした時に、このスカート13の部分が周囲に広がって遮水容器1内への水の侵入を阻止できる。
<3> Skirt.
A curtain made of a highly stretchable material is attached as a skirt 13 on the entire periphery of the lower edge of the water shielding container 1.
When the impermeable container 1 is lowered to the bottom of the water, the portion of the skirt 13 spreads to the periphery, and water can be prevented from entering the impermeable container 1.

<4>吊り枠。
遮水容器1が、剛性の大きい材料で構成した場合には直接水中に吊り下ろすことができる。
しかし遮水容器1が柔軟性に富んで変形しやすい場合には、遮水容器1を吊り枠3の下に取り付ける。
吊り枠3は鋼材を矩形、円形に形成した外周枠31と、外周枠31の中央に、梁32を介して設けた中央板33で構成する。
この中央板33の下面に、前記した遮水容器1のボルト12を介して遮水容器1を取り付ける。
<4> Hanging frame.
When the impermeable container 1 is made of a material having high rigidity, it can be directly suspended in water.
However, when the impermeable container 1 is flexible and easily deformed, the impermeable container 1 is attached under the suspension frame 3.
The suspension frame 3 includes an outer peripheral frame 31 formed of a steel material in a rectangular shape and a circular shape, and a central plate 33 provided at the center of the outer peripheral frame 31 via a beam 32.
The water shielding container 1 is attached to the lower surface of the central plate 33 via the bolts 12 of the water shielding container 1 described above.

<5>流速計。
遮水容器1の、底面以外の一部、例えば前記した容器プレート11には貫通孔を開口する。
そして、この貫通孔に流速計2を取り付ける。
流速計2は、貫通孔を通過する水の速度を計測するものであり、市販の電磁流速計、プロペラ式流速計など各種の流速計2を採用することができる。
流れの方向が分かる流速計2を逆向きに2台設置すると、漏水量だけでなく、湧水量を測定することも可能となる。
<5> Current meter.
A through-hole is opened in a portion of the impermeable container 1 other than the bottom surface, for example, the container plate 11 described above.
And the velocimeter 2 is attached to this through-hole.
The anemometer 2 measures the speed of water passing through the through hole, and various types of anemometers 2 such as a commercially available electromagnetic anemometer and a propeller-type anemometer can be adopted.
If two velocimeters 2 that show the flow direction are installed in the opposite direction, it is possible to measure not only the amount of water leakage but also the amount of spring water.

<6>ワイヤ類。
漏水検知に際しては図3に示すような台船4から遮水容器1を吊り下ろす。
そのために、吊り枠3の周囲にはフック34を設け、このフック34を介して枠吊りワイヤw1の端部を取り付ける。
台船4から枠吊りワイヤw1を巻き出せば、吊り枠3を水中に吊り下ろすことができる。
さらに、スカート13の下端にはスカート支持ワイヤw2の端部を取り付け、台船4から巻き上げ、巻き下げを可能であるように構成する。
このスカート支持ワイヤw2を巻き上げた状態で遮水容器1を水底に載置し、その後にスカート支持ワイヤw2を緩めれば、柔軟性の高いスカート13部分が遮水容器1の周囲の水底を被覆するので、遮水容器1の内部と周囲との間に水の流れを遮断することができる。
これらのワイヤ群は、吊り枠3の上に位置するワイヤ通し板5の貫通穴を通過させることでまとめて水上に案内する。
<6> Wires.
When water leakage is detected, the impermeable container 1 is hung from a trolley 4 as shown in FIG.
For this purpose, a hook 34 is provided around the suspension frame 3, and the end of the frame suspension wire w <b> 1 is attached via the hook 34.
If the frame suspension wire w1 is unwound from the carriage 4, the suspension frame 3 can be suspended in water.
Further, the end of the skirt support wire w2 is attached to the lower end of the skirt 13 so that the skirt 13 can be wound up and lowered from the carriage 4.
If the water shielding container 1 is placed on the bottom of the water while the skirt supporting wire w2 is wound up, and then the skirt supporting wire w2 is loosened, the highly flexible skirt 13 covers the water bottom around the water shielding container 1. Therefore, the flow of water can be blocked between the inside and the surroundings of the water shielding container 1.
These wire groups are guided together on the water by passing through the through holes of the wire passing plate 5 located on the suspension frame 3.

<7>検知の方法。
次の上記の装置を使用して漏水を検知する方法を説明する。
<7> Method of detection.
A method for detecting water leakage using the above-described apparatus will be described.

<8>遮水容器の吊り下げ。
図3に示すように台船4からウインチ41で枠吊りワイヤw1を巻き出して遮水容器1を直接、あるいは吊り枠3を介して、遮水容器1を水底に載置する。
特に水底に凹凸がある場合には、スカート支持ワイヤw2を巻き上げておく。
遮水容器1が水底に達したら、スカート支持ワイヤw2を巻き出すことで、スカート13によって周囲の水底を被覆し、遮水容器1への水の侵入を阻止して設置できる。
水底が傾斜している場合、すなわち水底が貯水施設の周囲の斜面などである場合には、枠吊りワイヤw1の長さを変えて、吊り枠3の角度を調整して行う。
したがって各ワイヤw1、w2は各々独立しており、個別のウインチ41で巻き出し、巻き戻しが可能なように構成する。
<8> Hanging the water shielding container.
As shown in FIG. 3, the frame suspension wire w <b> 1 is unwound from the carriage 4 by the winch 41, and the impermeable container 1 is placed directly or via the suspension frame 3 on the bottom of the water.
In particular, when the bottom of the water is uneven, the skirt support wire w2 is wound up.
When the water shielding container 1 reaches the water bottom, the skirt support wire w2 is unwound to cover the surrounding water bottom with the skirt 13 so that water can be prevented from entering the water shielding container 1.
When the water bottom is inclined, that is, when the water bottom is a slope around the water storage facility, the length of the frame suspension wire w1 is changed and the angle of the suspension frame 3 is adjusted.
Accordingly, the wires w1 and w2 are independent of each other, and are configured to be unwound and unwound by an individual winch 41.

<9>漏水のある場合。
以上の状態で遮水容器1の内部の水は、周囲の水と遮断されている。
もし遮水容器1で被覆した範囲で水底からの漏水があると、図2に示すように内部の水が動き、総漏水量に等しい水量の水が貫通孔を通過して遮水容器1の内部に流れ込んでくる。
この流速を流速計2で計測する。
したがって流速計2が流速を検知したら、その測定領域には漏水があるということが分かる。
測定した領域からの漏水量は、貫通孔の断面積と流速の積で知ることができる。
単位面積当たりの漏水量は、測定領域からの透水量を、測定領域の面積で割ることで知ることができる。
その場合に測定精度や最小可能漏水量は、貫通孔の断面積を変えることにより、あるいは流速計2の性能を変えることにより任意に設定することができる。
例えば測定領域に対して貫通孔の断面積を小さくすれば、流速が大きくなるから、同じ性能の流速計2を使用した場合でも少ない漏水量を知ることができる。
<9> When there is water leakage.
In the above state, the water inside the water shielding container 1 is blocked from the surrounding water.
If there is water leakage from the bottom of the water in the area covered by the water shielding container 1, the water inside moves as shown in FIG. It flows into the inside.
This flow velocity is measured by the anemometer 2.
Therefore, when the anemometer 2 detects the flow velocity, it can be understood that there is water leakage in the measurement region.
The amount of water leakage from the measured area can be known from the product of the cross-sectional area of the through hole and the flow velocity.
The amount of water leakage per unit area can be determined by dividing the amount of water permeated from the measurement region by the area of the measurement region.
In that case, the measurement accuracy and the minimum possible water leakage amount can be arbitrarily set by changing the cross-sectional area of the through hole or by changing the performance of the anemometer 2.
For example, if the cross-sectional area of the through-hole is reduced with respect to the measurement region, the flow velocity increases, so that even when the flowmeter 2 having the same performance is used, a small amount of water leakage can be known.

<10>測定結果の利用。
測定個所の位置測定は、陸地の基地点を参照する測量、あるいは台船4に設置した少なくとも3台のGPSによって行う。
こうして位置を確認しながら、台船4を直交するXY方向に一定距離づつ移動させて漏水量を測定する。
その結果、多数の測定領域において等しい漏水量の位置を結んでコンター表示して、漏水量の平面分布を可視化することができる。
また漏水量の分布結果から、漏水量の大きな個所と小さな個所を判定することが可能となり、止水対策などの実施個所の計画に用いることができる。
さらに止水抑制対策を実施した場合には、その前後において漏水量の測定を実施し、各段階の測定結果を色彩の濃淡で表現した平面図でまとめて比較すると、漏水抑制対策の効果を定量的に評価することが可能となる。
<10> Use of measurement results.
The position of the measurement location is measured by surveying with reference to a land base point, or by at least three GPS units installed on the carriage 4.
While confirming the position in this way, the amount of water leakage is measured by moving the carriage 4 at a constant distance in the XY directions orthogonal to each other.
As a result, it is possible to visualize the planar distribution of the water leakage amount by connecting the positions of the same water leakage amount in a large number of measurement regions and performing contour display.
In addition, it is possible to determine the location where the water leakage amount is large and the location where the water leakage amount is small from the distribution result of the water leakage amount, and it can be used for planning the implementation site such as water stoppage countermeasures.
In addition, when measures to control water leakage are implemented, the amount of water leakage is measured before and after that, and the results of measurement at each stage are compared and compared in a plan view expressed in shades of color. It becomes possible to evaluate automatically.

1:遮水容器
2:流速計
3:吊り枠
5:ワイヤ通し板
w1:枠吊りワイヤ
w2:スカート支持ワイヤ
1: Water shielding container 2: Current meter 3: Suspension frame 5: Wire through plate w1: Frame suspension wire w2: Skirt support wire

Claims (1)

地盤を水底とする貯水施設の漏水検知装置であって
底面のみ開放した、柔軟性に富んで変形しやすい材料で形成した遮水容器と、
遮水容器の下縁の全周に取り付けた伸縮性の大きい材料で形成した幕と、
遮水容器の底面以外の位置に開口した貫通孔と、
貫通孔に取り付けた流速計と、
遮水容器の上部に取り付けた吊り枠とより構成し、
さらに上記の貫通孔の断面積を変更可能に構成し、
水中に吊り枠を一方のワイヤで吊り下げて、
遮水容器の幕を支持する他方のワイヤを緩めてその底面を水底に載置して周囲の水の流れを遮断し、
遮水容器の内部の水の流れを、流速計によって計測できるように構成したことを特徴とした、
貯水施設からの漏水検知装置。
A water leakage detection device for a water storage facility with the ground as a bottom ,
A water-tight container made of a flexible material that is easy to deform, with only the bottom open,
A curtain made of a highly stretchable material attached to the entire periphery of the lower edge of the water shielding container;
A through hole opened at a position other than the bottom surface of the impermeable container,
An anemometer attached to the through hole;
Consists of a hanging frame attached to the top of the impermeable container ,
In addition, the cross-sectional area of the through hole can be changed,
Suspend the suspension frame underwater with one wire ,
Loosen the other wire that supports the curtain of the impermeable container and place its bottom on the water bottom to block the surrounding water flow,
The water flow inside the water-impervious vessel was configured to be measured with an anemometer,
Water leak detection device from water storage facilities.
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CN109781354B (en) * 2018-04-04 2021-04-23 水利部交通运输部国家能源局南京水利科学研究院 Dam body seepage underwater detection system based on velocity of flow response

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JPS5737240A (en) * 1980-08-19 1982-03-01 Mitsubishi Heavy Ind Ltd Apparatus for detecting leakage in inside wall of tank
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