JP2005337932A - Detecting method and device for leakage of fluid flowing in pipe - Google Patents

Detecting method and device for leakage of fluid flowing in pipe Download PDF

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JP2005337932A
JP2005337932A JP2004158369A JP2004158369A JP2005337932A JP 2005337932 A JP2005337932 A JP 2005337932A JP 2004158369 A JP2004158369 A JP 2004158369A JP 2004158369 A JP2004158369 A JP 2004158369A JP 2005337932 A JP2005337932 A JP 2005337932A
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pressure
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leakage
detection
surge pressure
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JP4394520B2 (en
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Koji Yamamoto
耕治 山本
Masashi Nishimoto
昌司 西本
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Tadano Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a detecting method and device for leakage of fluid flowing in a pipe relatively easily by eliminating the need of constant measurement required for acquiring data in leakage which can not guess when it occurs. <P>SOLUTION: At both ends of a pipe section to be detected of leakage, pressure detection means P1, P2, P3 are arranged and the detection values of the pressure detection means P1, P2 and P3 are compared with the detection values of the pressure detection means P1, P2, P3 at the time of constructing the pipes so as to detect the existence of leakage of fluid caused later in the pipe. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、管路を流れる流体の漏れ検出方法および装置に関するものである。   The present invention relates to a method and an apparatus for detecting leakage of fluid flowing through a pipeline.

この種の管路を流れる流体の漏れ検出として、液体を圧送する導管に、互いに管軸方向へ離隔した3つ以上の測定点を設置し、この液体の突発的な漏洩時に、上記導管内の液体に生じた漏洩初期の圧力波を各測定点で検出し、該各測定点での検出信号に基づき、漏洩位置から各測定点までの圧力波の到達時間差を求め、これら時間差と測定点間の距離とから圧力伝播速度を算出し、次いで、該圧力伝播速度、上記圧力波の到達時間差および測定点間の距離に基づき、上記導管の漏洩位置を求めるようにしたものが公知である。(例えば特許文献1参照)
ところが上記のものは、導管の一部が突発的に破損したときにこの破損部分で導管の液体に急激な圧力降下が生じ、この時に生じた圧力波の伝播速度から導管の漏洩位置を求めるもので、突発的に生じる漏洩による圧力波の伝播速度を得なければならなく、いつ生じるか判らない漏洩時のデータを得るために常時計測しておかねばならならず、計測データの管理が大変なものであった。
In order to detect the leakage of the fluid flowing through this kind of pipe, three or more measurement points that are separated from each other in the axial direction of the pipe are installed in the conduit for pumping the liquid. The pressure wave at the initial stage of leakage generated in the liquid is detected at each measurement point, and the arrival time difference of the pressure wave from the leakage position to each measurement point is obtained based on the detection signal at each measurement point. It is known that the pressure propagation speed is calculated from the distance of the pressure, and then the leak position of the conduit is obtained based on the pressure propagation speed, the arrival time difference of the pressure wave, and the distance between the measurement points. (For example, see Patent Document 1)
However, in the above case, when a part of the pipe is suddenly damaged, a sudden pressure drop occurs in the liquid in the damaged part, and the leak position of the pipe is determined from the propagation speed of the pressure wave generated at this time. Therefore, it is necessary to obtain the propagation velocity of the pressure wave due to the sudden leakage, and it is necessary to always measure in order to obtain the data at the time of the leakage that is unknown. It was a thing.

また、衝撃波発生手段により導管内の液体に衝撃波を付加し、到達時刻検出手段で導管の管軸方向に離間した2以上の測定点で衝撃波の到達時刻をそれぞれ検出し、衝撃波伝播速度算出手段により到達時刻検出手段で検出された検出値に基づいて衝撃波の伝播速度を算出し、体積弾性係数算出手段で上記液体の体積弾性係数を算出し、条件入力手段で導管の管種、導管の口径、導管の支持方法を入力し、管厚算出手段で導管の管種、導管の口径、導管の支持方法、体積弾性係数、伝播速度に基づき導管の平均管厚を算出し、性能劣化判定手段で求めた平均管厚に基づいて導管の性能劣化を判定するようにした導管の劣化診断装置が公知である。   Further, a shock wave is added to the liquid in the conduit by the shock wave generating means, the arrival time of the shock wave is detected at two or more measurement points separated in the tube axis direction of the conduit by the arrival time detecting means, and the shock wave propagation velocity calculating means is used. Based on the detection value detected by the arrival time detection means, the propagation velocity of the shock wave is calculated, the bulk elasticity coefficient of the liquid is calculated by the bulk modulus calculation means, the tube type of the conduit, the diameter of the conduit by the condition input means, Enter the conduit support method, calculate the average tube thickness of the conduit based on the tube type, conduit diameter, conduit support method, bulk modulus, and propagation speed using the tube thickness calculation means, and obtain it using the performance deterioration determination means. 2. Description of the Related Art A conduit deterioration diagnosis apparatus is known which determines deterioration of conduit performance based on the average tube thickness.

更に、この導管の劣化診断装置は、圧力差検出手段により上記各測定点で衝撃波の圧力を測定し測定中の圧力の最大値を求めこの最大値と各測定値との圧力差を算出し、開口面積算出手段で上記平均管厚と上記測定間の圧力差とに基づいて各測定間の導管に形成された孔の開口面積を算出し、機能劣化判定手段で上記開口面積に基づいて導管の機能劣化を判定するようにしている。(例えば特許文献2参照)
この導管の劣化診断装置は、衝撃波発生手段により導管内の液体に衝撃波を発生させてこの衝撃波を各測定点で計測することで、常時計測することなく導管の平均管厚や開口面積を算出し、導管の性能劣化や機能の劣化の判定を定量化して行うようにしたもので、複雑な演算を行わなければならない。しかもこの導管の劣化診断装置は、漏洩を検出するものでない。
特開2000−131179号公報(第2頁、図1) 特開2002−236115号公報(第2頁、図1)
Further, the deterioration diagnosis device for this conduit measures the pressure of the shock wave at each measurement point by the pressure difference detection means, obtains the maximum value of the pressure under measurement, calculates the pressure difference between the maximum value and each measurement value, The opening area calculating means calculates the opening area of the hole formed in the conduit between each measurement based on the average tube thickness and the pressure difference between the measurements, and the function deterioration determining means calculates the opening area of the conduit based on the opening area. The function deterioration is judged. (For example, see Patent Document 2)
This deterioration diagnosis device for a conduit calculates the average tube thickness and opening area of the conduit without constantly measuring by generating a shock wave in the liquid in the conduit by means of shock wave generation and measuring the shock wave at each measurement point. In this method, the determination of the deterioration of the conduit performance and the deterioration of the function is quantified, and complicated calculations must be performed. Moreover, this conduit deterioration diagnosis device does not detect leakage.
JP 2000-131179 A (the second page, FIG. 1) JP 2002-236115 A (the second page, FIG. 1)

そこで常時計測する必要がなく、比較的簡単に管路を流れる流体の漏れを検出することが要求されていた。特に、水道管の漏れを修復する際には1区間を掘り起こすことから、漏れ位置を正確につかまなくてもよく、およその位置が判明すればよい。本発明は、このような要求を満たす管路を流れる流体の漏れ検出方法および装置を提供することを目的とする。 Therefore, there is no need to always measure, and it has been required to detect leakage of fluid flowing through a pipe line relatively easily. In particular, when a leak in a water pipe is repaired, one section is dug up, so it is not necessary to accurately grasp the leak position, and it is only necessary to know the approximate position. An object of the present invention is to provide a method and an apparatus for detecting leakage of a fluid flowing through a pipe line that satisfies such a requirement.

上記の目的を達成するため、本発明の請求項1記載の管路を流れる流体の漏れ検出方法は、漏れを検出しょうとする管路区間の両端にそれぞれ配置した圧力検出手段による検出値を、管路の施設時におけるこれら圧力検出手段による検出値と比較することで、当該管路でその後生じた流体の漏れの有無を検出するようにしたことを特徴とするものである。   In order to achieve the above object, the method for detecting leakage of a fluid flowing through a pipeline according to claim 1 of the present invention provides detection values by pressure detection means respectively disposed at both ends of a pipeline section where leakage is to be detected. By comparing with the detected value by the pressure detection means at the time of the facility of the pipeline, it is possible to detect the presence or absence of fluid leakage that subsequently occurred in the pipeline.

また、請求項2記載の管路を流れる流体の漏れ検出方法は、請求項1記載において、圧力検出手段による検出値が、漏れを検出しょうとする管路区間の上流側に配置したサージ圧発生手段で発生させたサージ圧であることを特徴とするものである。    The method for detecting leakage of a fluid flowing through a pipeline according to claim 2 is the method according to claim 1, wherein the value detected by the pressure detection means is generated upstream of a pipeline section where leakage is to be detected. It is a surge pressure generated by the means.

請求項3記載の管路を流れる流体の漏れ検出装置は、漏れを検出しょうとする管路区間の両端にそれぞれ配置した圧力検出手段、管路の施設時にこれら圧力検出手段による検出値を記憶する基準検出値記憶手段、漏れを検出しょうとする時に前記圧力検出手段からの検出値と基準検出値記憶手段に記憶させている基準検出値とを比較し漏れの有無を判別する判別手段とを備えたことを特徴とするものである。   According to a third aspect of the present invention, there is provided a device for detecting leakage of fluid flowing through a pipeline, pressure detection means disposed at both ends of the pipeline section where leakage is to be detected, and the values detected by the pressure detection means when the pipeline is installed. Reference detection value storage means, and a discrimination means for comparing the detection value from the pressure detection means with the reference detection value stored in the reference detection value storage means to determine the presence or absence of leakage when trying to detect a leak. It is characterized by that.

また、請求項4記載の管路を流れる流体の漏れ検出装置は、請求項3記載において、圧力検出手段による検出値が、漏れを検出しょうとする管路区間の上流側に配置したサージ圧発生手段で発生させたサージ圧であることを特徴とするものである。   According to a fourth aspect of the present invention, there is provided a leak detection device for fluid flowing in a pipe line according to the third aspect, wherein the detected value by the pressure detecting means is generated upstream of the pipe section where the leak is to be detected. It is a surge pressure generated by the means.

請求項5記載の管路を流れる流体の漏れ検出方法は、漏れを検出しょうとする管路区間にサージ圧発生手段と圧力検出手段とを近接して配置し、サージ圧発生手段で発生させたサージ圧の減衰データを圧力検出手段で検出し、管路の施設時に当該圧力検出手段で検出されるサージ圧の減衰データと比較することで、当該管路でその後生じた流体の漏れの有無を検出するようにしたことを特徴とするものである。    According to a fifth aspect of the present invention, there is provided a leak detection method for a fluid flowing through a pipeline, wherein a surge pressure generating means and a pressure detection means are arranged close to each other in a pipeline section where leakage is to be detected, and is generated by the surge pressure generating means. Surge pressure attenuation data is detected by the pressure detection means, and compared with the surge pressure attenuation data detected by the pressure detection means at the time of installation of the pipeline, the presence or absence of fluid leakage that subsequently occurred in the pipeline is determined. It is characterized in that it is detected.

また、請求項6記載の管路を流れる流体の漏れ検出装置は、漏れを検出しょうとする管路区間に、サージ圧を発生させるサージ圧発生手段とサージ圧の減衰データを検出する圧力検出手段とを近接して配置し、管路の施設時に当該圧力検出手段で検出されるサージ圧の減衰データを記憶させた基準サージ圧減衰データ記憶手段と、漏れを検出しょうとする時に前記圧力検出手段で検出されるサージ圧の減衰データと基準サージ圧減衰データ記憶手段に記憶させているサージ圧の減衰データとを比較し漏れの有無を判定する判定手段とを備えたことを特徴とするものである。   According to a sixth aspect of the present invention, there is provided a leak detection device for a fluid flowing through a pipeline, a surge pressure generating means for generating a surge pressure in a pipeline section where leakage is to be detected, and a pressure detection means for detecting attenuation data of the surge pressure. And a reference surge pressure attenuation data storage means for storing the attenuation data of the surge pressure detected by the pressure detection means at the time of the facility of the pipeline, and the pressure detection means when trying to detect a leak And a judgment means for judging the presence or absence of leakage by comparing the attenuation data of the surge pressure detected in step 1 and the surge pressure attenuation data stored in the reference surge pressure attenuation data storage means. is there.

請求項1に係る本発明の管路を流れる流体の漏れ検出方法は、漏れを検出しょうとする管路区間の両端にそれぞれ配置した圧力検出手段による検出値を、管路の施設時におけるこれらの圧力検出手段による検出値と比較することで、当該管路でその後生じた流体の漏れの有無を検出するようにしたものであるから、管路の施設時の検出値と漏れの点検をしょうとする時の検出値を比較して、管路の施設時の検出値より点検をしょうとする時の検出値が低ければ管路より流体が漏れていると判断し、変化がなければ漏れていないと判断することができる。すなわち、管路を施設した時に計測位置で予め計測しておくことにより、常時計測することなく簡単に管路を流れる流体の漏れを検出できる。   According to a first aspect of the present invention, there is provided a method for detecting leakage of a fluid flowing through a pipeline. The detection values by pressure detection means respectively disposed at both ends of a pipeline section where leakage is to be detected are detected at the time of installation of the pipeline. By comparing with the detection value by the pressure detection means, the presence or absence of fluid leakage that subsequently occurred in the pipe line is detected, so let's check the detection value and leak at the pipe line facility. If the detection value when trying to check is lower than the detection value at the time of the facility of the pipeline, it is judged that fluid is leaking from the pipeline, and if there is no change, there is no leakage It can be judged. That is, by measuring in advance at the measurement position when the pipeline is installed, leakage of the fluid flowing through the pipeline can be easily detected without always measuring.

請求項2に係る本発明の管路を流れる流体の漏れ検出方法は、請求項1において、圧力検出手段による検出値が、漏れを検出しょうとする管路区間の上流側に配置したサージ圧発生手段で発生させたサージ圧の検出値を得るようにしたものだから、管路を流れる流体の漏れが少なくて圧力検出手段による検出値が管路の施設時と変化が見られない場合であっても、サージ圧による増大させた検出値で検出できるようにしたものであるから、管路を流れる流体の漏れを検出することができ、常時計測することなく簡単に管路を流れる流体の漏れを検出できる。   According to a second aspect of the present invention, there is provided a method for detecting leakage of a fluid flowing through a pipe line according to the present invention, wherein the detected value by the pressure detecting means is the surge pressure generated upstream of the pipe section where the leak is to be detected. Since the detection value of the surge pressure generated by the means is obtained, there is little leakage of fluid flowing through the pipeline, and the detection value by the pressure detection means is not changed from the time of installation of the pipeline. However, it is possible to detect the leakage of fluid flowing through the pipeline, and easily detect the leakage of fluid flowing through the pipeline without always measuring. It can be detected.

請求項3に係る本発明の管路を流れる流体の漏れ検出装置は、漏れを検出しょうとする管路区間の両端にそれぞれ配置した圧力検出手段、管路の施設時におけるこれら圧力検出手段からの検出値を記憶する基準検出値記憶手段、漏れを検出しょうとする時における前記圧力検出手段で検出される検出値と基準検出値記憶手段に記憶させている基準検出値とを比較し漏れの有無を判別する判別手段とを備えたものであるから、判別手段で基準検出値記憶手段に記憶させている基準検出値と漏れを検出しょうとする時における圧力検出手段で検出される検出値とを比較し、検出値が基準検出値より低ければ管路より流体が漏れていると判断し、変化がなければ洩れていないと判断する。すなわち、管路を施設した時に計測位置で予め計測しておくことにより、常時計測することなく簡単に管路を流れる流体の漏れを検出することができる。   According to a third aspect of the present invention, there is provided a leak detection apparatus for fluid flowing through a pipeline of the present invention, wherein pressure detection means respectively disposed at both ends of a pipeline section where leakage is to be detected, from these pressure detection means at the time of installation of the pipeline Reference detection value storage means for storing the detection value, when detecting a leak, the detection value detected by the pressure detection means and the reference detection value stored in the reference detection value storage means are compared to determine whether there is a leak. The determination means for determining the reference detection value stored in the reference detection value storage means by the determination means and the detection value detected by the pressure detection means when attempting to detect leakage In comparison, if the detected value is lower than the reference detected value, it is determined that the fluid is leaking from the pipe line, and if there is no change, it is determined that the fluid is not leaking. That is, by measuring in advance at the measurement position when the pipeline is installed, leakage of the fluid flowing through the pipeline can be easily detected without always measuring.

請求項4に係る本発明の管路を流れる流体の漏れ検出装置は、請求項3において、圧力検出手段による検出値が、漏れを検出しょうとする管路区間の上流側に配置したサージ圧発生手段で発生させたサージ圧の検出値を得るようにしたものだから、管路を流れる流体の漏れが少なくて圧力検出手段による検出値が管路の施設時と変化が見られない場合であっても、管路を流れる流体の漏れを検出することができる。すなわち、管路の施設時にサージ圧発生手段で発生させたサージ圧の検出値を基準検出値記憶手段に記憶しておき、この記憶していたサージ圧の検出値と漏れを検出しょうとする時のサージ圧の検出値とを比較し、検出した検出値が低ければ管路より流体が漏れていると判断し、変化がなければ漏れていないと判断する。この場合も常時計測することなく簡単に管路を流れる流体の漏れを検出することができる。なお、判別手段で両サージ圧の検出値を比較することだけでなく、管路の施設時にサージ圧発生手段で発生させたサージ圧のサージ圧波形を記憶しておくとともに、漏れを検出しょうとする時のサージ圧の圧力波形を計測し両波形を比較するようにしてもよい。   According to a fourth aspect of the present invention, there is provided a leak detection device for fluid flowing in a pipe line according to the present invention, wherein the detected value by the pressure detecting means is a surge pressure generator arranged upstream of the pipe section where the leak is to be detected. Since the detection value of the surge pressure generated by the means is obtained, there is little leakage of fluid flowing through the pipeline, and the detection value by the pressure detection means is not changed from the time of installation of the pipeline. In addition, it is possible to detect the leakage of fluid flowing through the pipeline. That is, when the detected value of surge pressure generated by the surge pressure generating means at the time of a pipeline facility is stored in the reference detected value storage means, and the stored surge pressure detected value and leak are to be detected. If the detected value is low, it is determined that fluid is leaking from the pipeline, and if there is no change, it is determined that there is no leak. Also in this case, it is possible to easily detect the leakage of the fluid flowing through the pipeline without always measuring. In addition to comparing the detected values of both surge pressures with the discriminating means, the surge pressure waveform generated by the surge pressure generating means at the time of the pipeline facility is memorized and the leak is to be detected. It is also possible to measure the pressure waveform of the surge pressure and compare both waveforms.

請求項5に係る本発明の管路を流れる流体の漏れ検出方法は、漏れを検出しょうとする管路区間にサージ圧発生手段と圧力検出手段とを近接して配置し、サージ圧発生手段で発生させたサージ圧の減衰データを圧力検出手段で検出し、管路の施設時に当該圧力検出手段で検出されるサージ圧の減衰データと比較することで、サージ圧の減衰データにより漏れを判定するにあたって、漏れ位置が近接していない場合にはサージ圧の減衰波形が長く、近接している場合には短いことを利用して判定することができる。よってこの場合も常時計測することなく簡単に管路を流れる流体の漏れを検出することができる。   According to a fifth aspect of the present invention, there is provided a leak detection method for a fluid flowing through a pipeline, wherein a surge pressure generating means and a pressure detection means are arranged close to a pipeline section where leakage is to be detected. The detected surge pressure attenuation data is detected by the pressure detection means and compared with the surge pressure attenuation data detected by the pressure detection means at the time of installation of the pipe line, thereby determining leakage based on the surge pressure attenuation data. In this case, when the leak position is not close, the attenuation waveform of the surge pressure is long, and when it is close, it can be determined using the shortness. Therefore, also in this case, it is possible to easily detect the leakage of the fluid flowing through the pipeline without always measuring.

請求項6に係る本発明の管路を流れる流体の漏れ検出装置は、漏れを検出しょうとする管路区間に、サージ圧を発生させるサージ圧発生手段とサージ圧の減衰データを検出する圧力検出手段とを近接して配置し、管路の施設時に当該圧力検出手段で検出されるサージ圧の減衰データを記憶させた基準サージ圧減衰データ記憶手段と、漏れを検出しょうとする時に前記圧力検出手段で検出されるサージ圧の減衰データと基準サージ圧減衰データ記憶手段に記憶させているサージ圧の減衰データとを比較し漏れの有無を判定する判定手段とを備えたものであるから、サージ圧の減衰データにより漏れ検出を判定するにあたって、漏れ位置が近接していない場合にはサージ圧の減衰波形が長く、近接している場合には短いことを利用して判定することができる。また、サージ圧の減衰データを検出する圧力検出手段は1個でよく簡単な構成で済む。よってこの場合も常時計測することなく簡単に管路を流れる流体の漏れを検出することができる。   According to a sixth aspect of the present invention, there is provided a leak detection apparatus for a fluid flowing through a pipe line of the present invention, wherein a surge pressure generating means for generating a surge pressure and a pressure detection for detecting attenuation data of the surge pressure in a pipe section where leakage is to be detected. The reference surge pressure attenuation data storage means for storing the surge pressure attenuation data detected by the pressure detection means at the time of the facility of the pipe line, and the pressure detection when trying to detect a leak And a judgment means for comparing the surge pressure attenuation data detected by the means and the surge pressure attenuation data stored in the reference surge pressure attenuation data storage means to determine the presence or absence of leakage. When determining leak detection from pressure attenuation data, the surge pressure attenuation waveform is long when the leak position is not close, and short when it is close. Can. Further, only one pressure detecting means for detecting the attenuation data of the surge pressure is sufficient, and a simple configuration is sufficient. Therefore, also in this case, it is possible to easily detect the leakage of the fluid flowing through the pipeline without always measuring.

以下本発明に係る管路を流れる流体の漏れ検出方法および装置の実施形態について、水道管の漏水検出の場合を例に以下に説明する。図1は、水道管の模式図を示しており、10は、水道水を貯水している配水池であり、11は、配水池10より水道水を所定の区域に配水するメイン水道配管である。メイン水道配管11には、所定の間隔毎に消化栓A1,A2,A3を配置してある。消化栓A1を配置した位置の上流位置には、分枝管路12を分枝させており、分枝管路12には切換バルブ13を介装させ、この切換バルブ13を開閉させることで、分枝管路12に水道水を供給したり遮断したりするようにしている。すなわち、切換バルブ13を開閉させることで下流側にサージ圧を発生させるようにしているもので、この切換バルブ13と分枝管路12でサージ圧発生手段14を構成している。   Hereinafter, an embodiment of a method and an apparatus for detecting leakage of a fluid flowing through a pipe line according to the present invention will be described by taking the case of water leak detection of a water pipe as an example. FIG. 1 shows a schematic diagram of a water pipe, where 10 is a distribution reservoir that stores tap water, and 11 is a main water supply pipe that distributes tap water from the distribution reservoir 10 to a predetermined area. . In the main water pipe 11, digestive plugs A1, A2, A3 are arranged at predetermined intervals. A branch pipe 12 is branched upstream of the position where the digestive plug A1 is disposed, and a switching valve 13 is interposed in the branch pipe 12, and the switching valve 13 is opened and closed. Tap water is supplied to or cut off from the branch pipe 12. That is, the switching valve 13 is opened and closed to generate a surge pressure downstream, and the switching valve 13 and the branch pipe 12 constitute the surge pressure generating means 14.

各消化栓A1,A2,A3には、着脱自在に電気的に圧力を検出する圧力検出手段P1,P2,P3を配置しており、常時は消化栓として使用するようにしているが、各消化栓A1,A2,A3に各圧力検出手段P1,P2,P3を接続して各消化栓A1,A2,A3位置でのメイン水道管路11の圧力を検出できるようにしている。   Each digestive plug A1, A2, A3 is provided with pressure detecting means P1, P2, P3 that detachably and electrically detects pressure, and is normally used as a digestive plug. The pressure detection means P1, P2, P3 are connected to the stoppers A1, A2, A3 so that the pressure of the main water pipe 11 at the positions of the digester stoppers A1, A2, A3 can be detected.

15は、判別手段であって、基準検出値記憶手段16と比較手段17で構成している。基準検出値記憶手段16は、メイン水道管路11を施設した時点での各消化栓A1,A2,A3での圧力検出値を記憶している。すなわち、各圧力検出手段P1,P2,P3で検出される検出値と各圧力検出手段P1,P2,P3の検出位置(各消化栓A1,A2,A3の位置)との関係をグラフで表すと図2(a)に図示する直線のグラフとなる。また、サージ圧発生手段14でサージ圧を発生させたときのサージ圧検出値を各圧力検出手段P1,P2,P3別に検出しそれぞれ記憶(この場合は、最大圧力検出値を記憶または波形を記憶するようにしてもよい。)させておく。   Reference numeral 15 denotes a discrimination unit, which includes a reference detection value storage unit 16 and a comparison unit 17. The reference detection value storage means 16 stores pressure detection values at the digestive plugs A1, A2, A3 at the time when the main water pipe 11 is installed. That is, if the relationship between the detection value detected by each pressure detection means P1, P2, P3 and the detection position (position of each digestive plug A1, A2, A3) of each pressure detection means P1, P2, P3 is represented by a graph. The graph is a straight line illustrated in FIG. Further, the surge pressure detection value when the surge pressure is generated by the surge pressure generation means 14 is detected and stored for each pressure detection means P1, P2, P3 (in this case, the maximum pressure detection value is stored or the waveform is stored) You may make it do.)

比較手段17は、基準検出値記憶手段16で記憶した圧力検出値と漏れ検出時に各圧力検出手段P1,P2,P3で検出される検出値とを比較する手段である。18は、報知手段であって、各圧力検出手段P1,P2,P3で検出される検出値のいずれかが基準検出値記憶手段16で記憶した圧力検出値より所定以上に低い値である場合に、警報器あるいは表示器で報知する手段である。   The comparison means 17 is a means for comparing the pressure detection value stored in the reference detection value storage means 16 with the detection values detected by the pressure detection means P1, P2, and P3 when a leak is detected. 18 is a notification means, and when any of the detection values detected by the pressure detection means P1, P2, P3 is lower than a predetermined pressure value stored in the reference detection value storage means 16, It is a means to notify by an alarm device or a display.

このように構成した本発明に係る管路を流れる流体の漏れ検出方法および装置は次のように作用する。   The leak detection method and apparatus for a fluid flowing through a pipe line according to the present invention configured as described above operates as follows.

(1) 圧力による漏れ検出
まず各消化栓A1,A2,A3に各圧力検出手段P1,P2,P3を接続し、圧力の検出値を計測する。比較手段17で計測した検出値と基準検出値記憶手段16に記憶している圧力検出値とを比較する。比較の結果、各圧力検出手段P1,P2,P3で検出される検出値が、基準検出値記憶手段16に記憶している圧力検出値と変化がない(図2(a)に図示する直線の)場合は、漏れがないと判断する。
(1) Leak detection by pressure First, each pressure detecting means P1, P2, P3 is connected to each digestive plug A1, A2, A3, and the detected pressure value is measured. The detection value measured by the comparison means 17 is compared with the pressure detection value stored in the reference detection value storage means 16. As a result of the comparison, the detected values detected by the pressure detecting means P1, P2, and P3 are not changed from the pressure detected values stored in the reference detected value storing means 16 (the straight line shown in FIG. 2A). ), It is judged that there is no leakage.

次に、各圧力検出手段P1,P2,P3で検出される検出値が、基準検出値記憶手段16に記憶している圧力検出値に比較して所定以上に低い検出値(図2(b)に実線で図示する直線の)場合は、消化栓A1より上流側で漏れがあると判断する。   Next, the detected value detected by each pressure detecting means P1, P2, P3 is lower than a detected value compared with the pressure detected value stored in the reference detected value storage means 16 (FIG. 2B). In the case of a straight line illustrated with a solid line), it is determined that there is a leak upstream of the digestive plug A1.

また、圧力検出手段P2で検出される検出値が基準検出値記憶手段16に記憶している圧力検出値に比較して所定以上に低い検出値(図2(c)に実線で図示する直線の)場合は、消化栓A1と消化栓A3の間で漏れがあると判断する。特に圧力検出手段P2で検出値が低い場合は、消化栓A2の近傍で漏れていると判断される。   Further, the detection value detected by the pressure detection means P2 is lower than a detection value stored in the reference detection value storage means 16 by a predetermined value (a straight line shown by a solid line in FIG. 2C). ), It is determined that there is a leak between the digestive plug A1 and the digestive plug A3. In particular, when the detection value is low in the pressure detection means P2, it is determined that there is a leak in the vicinity of the digestive plug A2.

更に、各圧力検出手段P1,P2,P3で検出される検出値が、基準検出値記憶手段16に記憶している圧力検出値に比較して所定以上に低い検出値(図2(d)に実線で図示する直線で(b)の場合よりも高い検出値)場合は、消化栓A3より下流側で漏れがあると判断する。   Further, the detection values detected by the pressure detection means P1, P2, and P3 are lower than a detection value stored in the reference detection value storage means 16 by a predetermined value (see FIG. 2D). In the case of a straight line illustrated by a solid line and a detection value higher than in the case of (b)), it is determined that there is a leak downstream from the digestive plug A3.

このようにして各圧力検出手段P1,P2,P3で検出される検出値を、基準検出値記憶手段16に記憶している圧力検出値と比較することで漏れの有無を検出することができる。なお、比較手段17では基準検出値記憶手段16に記憶している圧力検出値と各圧力検出手段P1,P2,P3の検出値を比較するに当たって自動的に行うようにしてもよいし、両検出値を表示し人間により判断させるようにしたものであってもよい。   By comparing the detection values detected by the pressure detection means P1, P2, and P3 in this way with the pressure detection values stored in the reference detection value storage means 16, it is possible to detect the presence or absence of leakage. The comparison means 17 may automatically perform the comparison between the pressure detection values stored in the reference detection value storage means 16 and the detection values of the pressure detection means P1, P2, and P3. A value may be displayed and judged by a human.

比較手段17による比較を自動的に行うようにしたものでは、各圧力検出手段P1,P2,P3で検出される検出値の何れかが、基準検出値記憶手段16に記憶している検出値よりも所定以上に低いと判別した場合に、報知手段18に信号を出力し、警報あるいは表示させ、漏れがあることを報知させるようにしてもよい。   In the case where the comparison by the comparison means 17 is automatically performed, any of the detection values detected by the pressure detection means P1, P2, P3 is based on the detection value stored in the reference detection value storage means 16. If it is determined that the value is lower than a predetermined value, a signal may be output to the notification unit 18 to alert or display and notify that there is a leak.

なお、上記実施形態では、圧力検出手段による圧力の検出を3個所で行うようにしたが、最低2個所で検出すれば、その間で漏れがあるかないか、その間の上流側あるいは下流側で漏れているかどうかの判別ができる。   In the above embodiment, the pressure detection by the pressure detection means is performed at three locations. However, if detection is performed at least at two locations, there is no leakage between them, or there is leakage at the upstream or downstream side between them. Can be determined.

次に、上記実施形態では、メイン水道管11の圧力に影響を与えるほど漏れ量がある場合に漏れを検出することについての説明をしたものであるが、漏れ量が少なくメイン水道管11の圧力に影響を与えない場合について以下に説明する。   Next, in the said embodiment, although it demonstrated about detecting a leak when there is leak amount so that the pressure of the main water pipe 11 may be affected, there is little leak amount and the pressure of the main water pipe 11 The case where the above is not affected will be described below.

(2)サージ圧による漏れ検出
すなわち、上記各圧力検出手段P1,P2,P3で圧力の検出値を計測したが、基準検出値記憶手段16に記憶している圧力検出値と比較すると変化がみられず、漏れがないと判断される場合には、漏れ量が少なく圧力変化にまで至っていないことも考えられる。そこで、切換バルブ13を開にした状態から閉にし、メイン水道管11にサージ圧を発生させる。そしてこのサージ圧を各圧力検出手段P1,P2,P3で検出する。各圧力検出手段P1,P2,P3で検出した検出値はサージ圧の最大圧力値であり、基準検出値記憶手段16に記憶しているサージ圧の最大圧力値と比較手段17で比較する。
(2) Leakage detection by surge pressure That is, the pressure detection values are measured by the pressure detection means P1, P2 and P3, but the changes are compared with the pressure detection values stored in the reference detection value storage means 16. If it is determined that there is no leakage, it is possible that the amount of leakage is small and the pressure has not changed. Therefore, the switching valve 13 is closed from the opened state, and a surge pressure is generated in the main water pipe 11. And this surge pressure is detected by each pressure detection means P1, P2, P3. The detection value detected by each pressure detection means P1, P2, P3 is the maximum pressure value of the surge pressure, and the comparison means 17 compares the maximum pressure value of the surge pressure stored in the reference detection value storage means 16.

この場合も上記同様に、変化がない場合は漏れがないと判断し、各圧力検出手段P1,P2,P3で検出されるサージ圧の最大圧力値が基準検出値記憶手段16に記憶しているサージ圧の最大圧力値より所定値以上に低い検出値である場合には、消化栓A1より上流側または消化栓A3より下流側で漏れがあると判断(漏れが消化栓A1より上流側にある場合の方が、漏れが消化栓A3より下流側にある場合よりも低く検出される。)で漏れがあると判断する。圧力検出手段P2で検出される検出値が低く検出される場合には、消化栓A1と消化栓A3の間で漏れがあると判断する。特に圧力検出手段P2で検出値が低い場合は、消化栓A2の近傍で漏れていると判断される。   In this case as well, if there is no change, it is determined that there is no leakage, and the maximum pressure value of the surge pressure detected by each pressure detection means P1, P2, P3 is stored in the reference detection value storage means 16. If the detected value is lower than the maximum value of the surge pressure by a predetermined value or more, it is determined that there is a leak upstream from the digestive plug A1 or downstream from the digestive plug A3 (the leak is upstream from the digestive plug A1). In the case, the leak is detected lower than the case where the leak is downstream of the digestive plug A3). When the detection value detected by the pressure detection means P2 is detected low, it is determined that there is a leak between the digestive plug A1 and the digestive plug A3. In particular, when the detection value is low in the pressure detection means P2, it is determined that there is a leak in the vicinity of the digestive plug A2.

このようにして各圧力検出手段P1,P2,P3でサージ圧の最大圧力検出値を計測すれば、基準検出値記憶手段16に記憶しているサージ圧の最大圧力検出値と比較することで漏れの有無を検出することができる。なお、比較手段17では基準検出値記憶手段16に記憶しているサージ圧の最大圧力検出値と各圧力検出手段P1,P2,P3で検出されるサージ圧の最大圧力検出値を比較するに当たって自動的に行うようにしてもよいし、両検出値を表示し人間により判断させるようにしたものであってもよい。   In this way, if the maximum pressure detection value of surge pressure is measured by each of the pressure detection means P1, P2, P3, it is leaked by comparing with the maximum pressure detection value of surge pressure stored in the reference detection value storage means 16 The presence or absence of can be detected. The comparing means 17 automatically compares the maximum detected pressure value of the surge pressure stored in the reference detected value storage means 16 with the maximum detected pressure value of the surge pressure detected by each of the pressure detecting means P1, P2, P3. The detection may be performed manually, or both detection values may be displayed and judged by a human.

比較手段17による比較を自動的に行うようにしたものでは、各圧力検出手段P1,P2,P3で検出されるサージ圧の圧力検出値の何れかが、基準検出値記憶手段16に記憶しているサージ圧の圧力検出値よりも所定以上に低いと判別した場合に、報知手段18に信号を出力し、警報あるいは表示させ、漏れがあることを報知させるようにしてもよい。   In the case where the comparison by the comparison means 17 is automatically performed, any one of the detected pressure values of the surge pressure detected by the pressure detection means P1, P2, P3 is stored in the reference detection value storage means 16. When it is determined that the detected surge pressure is lower than a predetermined value, a signal may be output to the notification means 18 to alert or display and notify that there is a leak.

更に上記実施形態では、各圧力検出手段P1,P2,P3で検出されるサージ圧の圧力検出値として、最大圧力検出値を検出させるようにしたが、サージ圧の波形を検出させるようにしたものであってもよい。この場合には、基準検出値記憶手段16には施設時に各圧力検出手段P1,P2,P3で検出されるサージ圧の波形を記憶しており、漏れ検出時に検出されるサージ圧の波形と比較することで判別するようにしてもよい。   Further, in the above embodiment, the maximum pressure detection value is detected as the pressure detection value of the surge pressure detected by each pressure detection means P1, P2, P3, but the waveform of the surge pressure is detected. It may be. In this case, the reference detection value storage means 16 stores the surge pressure waveform detected by the pressure detection means P1, P2, P3 at the time of the facility, and compares it with the surge pressure waveform detected at the time of leakage detection. It may be determined by doing so.

なお、サージ圧を検出する場合にあっても同様に、圧力検出手段によるサージ圧の圧力検出値を3個所で計測して行うようにしたが、最低2個所で検出すれば、その間で漏れがあるかないか、あるいはその間の上流側あるいは下流側で漏れているかどうかの判別ができる。   Similarly, even when detecting surge pressure, the pressure detection value of the surge pressure by the pressure detection means is measured at three locations, but if it is detected at least two locations, there will be leakage between them. It is possible to determine whether there is a leak or whether there is a leak on the upstream side or the downstream side.

(3)サージ圧の減衰データによる漏れ検出
上記実施形態では、メイン水道管11に所定の間隔毎に消化栓A1,A2,A3を配置し、着脱自在に電気的に圧力を検出する圧力検出手段P1,P2,P3を配置して、各圧力検出手段P1,P2,P3で検出される検出値により漏れの有無を判別するようにしており、この判別では漏れを検出しょうとする管路区間の両端に少なくとも圧力検出手段を配置して少なくとも2個所の検出値を検出する必要である。
(3) Leakage detection by attenuation data of surge pressure In the above embodiment, the digestion plugs A1, A2, A3 are arranged at predetermined intervals in the main water pipe 11, and pressure detection means for detachably and electrically detecting the pressure P1, P2, and P3 are arranged so that the presence or absence of leakage is determined based on the detection values detected by the pressure detection means P1, P2, and P3. In this determination, the pipeline section where leakage is to be detected is determined. It is necessary to detect at least two detection values by disposing at least pressure detection means at both ends.

次に説明する実施形態では、1個所の圧力検出手段で漏れを判定するようにした管路を流れる流体の漏れ検出方法または装置を以下に説明する。図3は、水道管の模式図を示しており、20は、水道水を貯水している配水池であり、21は、配水池20より水道水を所定の区域に配水するメイン水道管である。メイン水道管21には、所定の間隔毎に消化栓B1,B2,B3を配置してある。いま消化栓B1を配置した位置には、分枝管路22を着脱自在に取付けており、分枝管路22には圧力検出手段23と切換バルブ24を配置している。圧力検出手段23は、分枝管路22に配置され電気的に圧力を検出する手段であり、分枝管路22を消化栓B1に取付けていることから消化栓B1位置でのメイン水道管路21の圧力を検出するようにしている。   In the embodiment described below, a method or apparatus for detecting leakage of fluid flowing through a pipe line in which leakage is determined by a single pressure detection means will be described below. FIG. 3 shows a schematic diagram of a water pipe, 20 is a distribution reservoir that stores tap water, and 21 is a main water pipe that distributes tap water from the distribution reservoir 20 to a predetermined area. . In the main water pipe 21, digestive plugs B1, B2, B3 are arranged at predetermined intervals. The branch line 22 is detachably attached to the position where the digestive plug B1 is disposed, and the pressure detecting means 23 and the switching valve 24 are disposed in the branch line 22. The pressure detection means 23 is a means that is disposed in the branch conduit 22 and electrically detects pressure. Since the branch conduit 22 is attached to the digester plug B1, the main water conduit at the position of the digester plug B1 is provided. 21 pressure is detected.

分枝管路22に配置した切換バルブ24を開閉させることで、分枝管路22より水道水を排出したり遮断したりするようにしている。すなわち、切換バルブ24を開閉させることでサージ圧を発生させるようにしているもので、この切換バルブ24と分枝管路22でサージ圧発生手段25を構成している。   By opening and closing the switching valve 24 arranged in the branch pipeline 22, tap water is discharged or blocked from the branch pipeline 22. That is, the switching valve 24 is opened and closed to generate surge pressure, and the switching valve 24 and the branch pipe line 22 constitute the surge pressure generating means 25.

26は、基準サージ圧減衰データ記録手段であって、水道管路11を施設時に切換えバルブ24を開閉してサージ圧を発生させ、圧力検出手段23で検出されるサージ圧の減衰データを記録(具体的には、図4(a)に図示する波形を記憶)している。   26 is a reference surge pressure attenuation data recording means for generating a surge pressure by opening and closing the switching valve 24 at the time of installation of the water line 11 and recording the surge pressure attenuation data detected by the pressure detection means 23 ( Specifically, the waveform shown in FIG. 4A is stored).

分枝管路22は、消化栓B1だけでなく消化栓B2または消化栓B3にも取付け可能になっている。すなわち、消化栓B2または消化栓B3位置で、メイン水道管路21を施設時に切換えバルブ24を開閉してサージ圧を発生させ、圧力検出手段23で検出されるサージ圧の減衰データを記録して基準サージ圧減衰データ記録手段26に記憶させている。   The branch line 22 can be attached not only to the digestive plug B1 but also to the digestive plug B2 or the digestive plug B3. That is, at the position of the digester plug B2 or digester plug B3, when the main water pipe 21 is in the facility, the switching valve 24 is opened and closed to generate a surge pressure, and the surge pressure attenuation data detected by the pressure detection means 23 is recorded. It is stored in the reference surge pressure attenuation data recording means 26.

このように構成した本発明に係る管路を流れる流体の漏れ検出方法ならびに装置は、次のように作用する。漏れを検出しょうとする時には、まず分枝管路22を消化栓B1に取付ける。そして切換バルブ24を開閉させることでサージ圧を発生させ、このときのサージ圧を圧力検出手段23で検出し、サージ圧の減衰データを判定手段17で記録表示する。判定手段17では基準サージ圧減衰データ記録手段26に記憶させた消化栓B1位置におけるサージ圧の減衰データを読出し判定手段17で記録表示する。そして圧力検出手段23で検出したサージ圧の減衰データと基準サージ圧減衰データ記録手段26から読み出したサージ圧の減衰データとを比較し漏れの判定を行う。   The leak detection method and apparatus for a fluid flowing through a pipe line according to the present invention configured as described above operate as follows. When attempting to detect a leak, the branch line 22 is first attached to the digestive plug B1. A surge pressure is generated by opening and closing the switching valve 24, the surge pressure at this time is detected by the pressure detection means 23, and the attenuation data of the surge pressure is recorded and displayed by the determination means 17. In the judging means 17, the surge pressure attenuation data at the position of the digestive plug B 1 stored in the reference surge pressure attenuation data recording means 26 is recorded and displayed by the reading judging means 17. Then, the surge pressure attenuation data detected by the pressure detection means 23 and the surge pressure attenuation data read from the reference surge pressure attenuation data recording means 26 are compared to determine leakage.

いま、圧力検出手段23で検出したサージ圧の減衰データが、基準サージ圧減衰データ記録手段26に記憶させたサージ圧の減衰データ(図4(a)に図示する波形)である場合には漏れはないと判定する。すなわち、計測された波形は、減衰に要する波形の山は7山で減衰時間が7secで、比較的山の数が多く減衰所要時間が長い。   If the surge pressure attenuation data detected by the pressure detection means 23 is the surge pressure attenuation data (the waveform shown in FIG. 4A) stored in the reference surge pressure attenuation data recording means 26, the leakage will occur. Judge that there is no. In other words, the measured waveform has seven peaks for attenuation and a decay time of 7 seconds, which has a relatively large number of peaks and a long decay time.

逆に消化栓B1位置近傍で漏れている場合は、圧力検出手段23で検出したサージ圧の減衰データは図4(b)に図示するような波形が計測され、消化栓B1位置近傍で漏れが発生していると判定する。すなわち、計測される波形は、減衰に要する波形の山は4山で減衰時間が3.5secで、比較的山の数が少なく減衰所要時間が短い。   Conversely, if there is a leak near the digestive plug B1 position, the surge pressure attenuation data detected by the pressure detecting means 23 is measured as shown in FIG. 4B, and the leak is detected near the digestive plug B1 position. It is determined that it has occurred. In other words, the measured waveform has four peaks for attenuation and an attenuation time of 3.5 sec. The number of peaks is relatively small, and the attenuation required time is short.

すなわち、サージ圧の減衰データによる漏れ検出にあっては、漏れ位置が近接していない場合にはサージ圧の減衰波形が長く、近接している場合には短いことを利用して判定するようにしたものである。   That is, in the leak detection based on the attenuation data of the surge pressure, the judgment is made using the fact that the surge pressure attenuation waveform is long when the leak position is not close and short when the leak position is close. It is a thing.

上記判定は、消化栓B1位置近傍での漏れ検出の判定であって、分枝管路22を消化栓B2あるいはB3に位置に配置して同様に切換バルブ24を開閉させることでサージ圧を発生させ、このときのサージ圧を圧力検出手段23で検出し、サージ圧の減衰データを判定手段17で記録表示する。判定手段27では基準サージ圧減衰データ記録手段26に記憶させた消化栓B2あるいはB3位置におけるサージ圧の減衰データを読出し判定手段27で記録表示する。そして圧力検出手段23で検出したサージ圧の減衰データと基準サージ圧減衰データ記録手段26から読み出したサージ圧の減衰データとを比較し上記と同様にして判定手段27で漏れの判定を行う。   The above determination is a detection of leak detection in the vicinity of the digestive plug B1 position, and a surge pressure is generated by opening and closing the switching valve 24 in the same manner by placing the branch line 22 at the digestive plug B2 or B3. The surge pressure at this time is detected by the pressure detection means 23, and the attenuation data of the surge pressure is recorded and displayed by the determination means 17. The determination means 27 reads out and displays the surge pressure attenuation data at the digestive plug B2 or B3 position stored in the reference surge pressure attenuation data recording means 26. Then, the surge pressure attenuation data detected by the pressure detection means 23 and the surge pressure attenuation data read from the reference surge pressure attenuation data recording means 26 are compared, and leakage is determined by the determination means 27 in the same manner as described above.

このようにすれば、圧力検出手段23は1個で済み、この場合も常時計測することなく簡単に管路を流れる流体の漏れを検出することができる。   In this way, only one pressure detecting means 23 is required, and in this case as well, leakage of the fluid flowing through the pipeline can be easily detected without always measuring.

上記実施形態では、分枝管路22に圧力検出手段23と切換バルブ24を配置したが、両者を近接した別々の分枝管路に配置してもよい。   In the above embodiment, the pressure detection means 23 and the switching valve 24 are arranged in the branch pipeline 22, but they may be arranged in separate branch pipelines close to each other.

上記実施形態では、水道管の漏れを検出する場合について説明したが、その他の流体管路にも適用できること勿論のことである。   In the above embodiment, the case of detecting a leak in a water pipe has been described, but it goes without saying that the present invention can be applied to other fluid pipes.

本発明に係る管路を流れる流体の漏れ検出方法および装置を、水道管の漏れ検出に適用した場合を説明する説明図である。It is explanatory drawing explaining the case where the leak detection method and apparatus of the fluid which flows through the pipe line which concerns on this invention are applied to the leak detection of a water pipe. 本発明に係る管路を流れる流体の漏れ検出方法および装置を説明する説明図で、圧力検出手段による検出値の結果を説明する説明図である。It is explanatory drawing explaining the leak detection method and apparatus of the fluid which flows through the pipe line which concerns on this invention, and is explanatory drawing explaining the result of the detected value by a pressure detection means. 本発明に係る管路を流れる流体の漏れ検出方法および装置における他の実施形態を説明する説明図である。It is explanatory drawing explaining other embodiment in the leak detection method and apparatus of the fluid which flows through the pipe line which concerns on this invention. 本発明に係る管路を流れる流体の漏れ検出方法および装置の他の実施形態を説明する説明図で、サージ圧を発生させた時に計測されるサージ圧減衰データを説明する説明図である。It is explanatory drawing explaining other embodiment of the leak detection method and apparatus of the fluid which flows through the pipe line which concerns on this invention, and is explanatory drawing explaining the surge pressure attenuation | damping data measured when a surge pressure is generated.

符号の説明Explanation of symbols

P1 圧力検出手段
P2 圧力検出手段
P3 圧力検出手段
14 サージ圧発生手段
15 判別手段
16 基準検出値記憶手段
23 圧力検出手段
25 サージ圧発生手段
26 基準サージ圧減衰データ記憶手段
27 判定手段
P1 Pressure detection means P2 Pressure detection means P3 Pressure detection means 14 Surge pressure generation means 15 Discrimination means 16 Reference detection value storage means 23 Pressure detection means 25 Surge pressure generation means 26 Reference surge pressure attenuation data storage means 27 Determination means

Claims (6)

漏れを検出しょうとする管路区間の両端にそれぞれ配置した圧力検出手段により検出される検出値を、管路の施設時におけるこれら圧力検出手段による検出値と比較することで、当該管路でその後生じた流体の漏れの有無を検出するようにしたことを特徴とする管路を流れる流体の漏れ検出方法。 By comparing the detection values detected by the pressure detection means arranged at both ends of the pipeline section where leakage is to be detected with the detection values by the pressure detection means at the time of installation of the pipeline, A method for detecting leakage of a fluid flowing through a pipeline, wherein the presence or absence of leakage of the generated fluid is detected. 圧力検出手段による検出値が、漏れを検出しょうとする管路区間の上流側に配置したサージ圧発生手段で発生させたサージ圧であることを特徴とする請求項1記載の管路を流れる流体の漏れ検出方法。 2. A fluid flowing in a pipe line according to claim 1, wherein the detected value by the pressure detecting means is a surge pressure generated by a surge pressure generating means arranged upstream of the pipe section where leakage is to be detected. Leak detection method. 漏れを検出しょうとする管路区間の両端にそれぞれ配置した圧力検出手段、管路の施設時にこれら圧力検出手段による検出値を記憶する基準検出値記憶手段、漏れを検出しょうとする時に前記圧力検出手段からの検出値と基準検出値記憶手段に記憶させている基準検出値とを比較し漏れの有無を判別する判別手段とを備えたことを特徴とする管路を流れる流体の漏れ検出装置。 Pressure detection means arranged at both ends of the pipeline section to detect the leak, reference detection value storage means for storing the detection value by the pressure detection means when the pipeline is installed, pressure detection when trying to detect the leak An apparatus for detecting leakage of fluid flowing through a pipeline, comprising: a determination unit that compares a detection value from the unit with a reference detection value stored in a reference detection value storage unit to determine whether there is a leak. 圧力検出手段による検出値が、漏れを検出しょうとする管路区間の上流側に配置したサージ圧発生手段で発生させたサージ圧であることを特徴とする請求項3記載の管路を流れる流体の漏れ検出装置。 4. A fluid flowing through a pipeline according to claim 3, wherein the detected value by the pressure detection means is a surge pressure generated by a surge pressure generating means arranged upstream of the pipeline section where leakage is to be detected. Leak detection device. 漏れを検出しょうとする管路区間にサージ圧発生手段と圧力検出手段とを近接して配置し、サージ圧発生手段で発生させたサージ圧の減衰データを圧力検出手段で検出し、管路の施設時に当該圧力検出手段で検出されるサージ圧の減衰データと比較することで、当該管路でその後生じた流体の漏れの有無を検出するようにしたことを特徴とする管路を流れる流体の漏れ検出方法。 The surge pressure generating means and the pressure detecting means are arranged close to the pipe section where leakage is to be detected, and the attenuation data of the surge pressure generated by the surge pressure generating means is detected by the pressure detecting means. By comparing with the attenuation data of the surge pressure detected by the pressure detecting means at the time of the facility, it is possible to detect the presence or absence of fluid leakage that has subsequently occurred in the pipeline. Leak detection method. 漏れを検出しょうとする管路区間に、サージ圧を発生させるサージ圧発生手段とサージ圧の減衰データを検出する圧力検出手段とを近接して配置し、管路の施設時に当該圧力検出手段で検出されるサージ圧の減衰データを記憶させた基準サージ圧減衰データ記憶手段と、漏れを検出しょうとする時に前記圧力検出手段で検出されるサージ圧の減衰データと基準サージ圧減衰データ記憶手段に記憶させているサージ圧の減衰データとを比較し漏れの有無を判定する判定手段とを備えたことを特徴とする管路を流れる流体の漏れ検出装置。 A surge pressure generating means for generating surge pressure and a pressure detecting means for detecting attenuation data of surge pressure are arranged close to the pipe section where leakage is to be detected. Reference surge pressure attenuation data storage means for storing detected surge pressure attenuation data, and surge pressure attenuation data and reference surge pressure attenuation data storage means detected by the pressure detection means when detecting leakage An apparatus for detecting leakage of a fluid flowing through a pipeline, comprising: a determination unit that compares the stored attenuation data of surge pressure to determine the presence or absence of leakage.
JP2004158369A 2004-05-27 2004-05-27 Method and apparatus for detecting leakage of fluid flowing through a pipeline Expired - Fee Related JP4394520B2 (en)

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JP2012529653A (en) * 2009-06-11 2012-11-22 ユニヴァーシティ オブ ワシントン Sensing events affecting liquid flow in a liquid distribution system
US10094095B2 (en) 2016-11-04 2018-10-09 Phyn, Llc System and method for leak characterization after shutoff of pressurization source
US10352814B2 (en) 2015-11-10 2019-07-16 Phyn Llc Water leak detection using pressure sensing
US10527516B2 (en) 2017-11-20 2020-01-07 Phyn Llc Passive leak detection for building water supply

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012529653A (en) * 2009-06-11 2012-11-22 ユニヴァーシティ オブ ワシントン Sensing events affecting liquid flow in a liquid distribution system
US9250105B2 (en) 2009-06-11 2016-02-02 University Of Washington Sensing events affecting liquid flow in a liquid distribution system
US9939299B2 (en) 2009-06-11 2018-04-10 University Of Washington Sensing events affecting liquid flow in a liquid distribution system
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US10094095B2 (en) 2016-11-04 2018-10-09 Phyn, Llc System and method for leak characterization after shutoff of pressurization source
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US11561150B2 (en) 2017-11-20 2023-01-24 Phyn Llc Passive leak detection for building water supply

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