JPH07159269A - Method for checking water leak of underground city water pipe - Google Patents
Method for checking water leak of underground city water pipeInfo
- Publication number
- JPH07159269A JPH07159269A JP34009993A JP34009993A JPH07159269A JP H07159269 A JPH07159269 A JP H07159269A JP 34009993 A JP34009993 A JP 34009993A JP 34009993 A JP34009993 A JP 34009993A JP H07159269 A JPH07159269 A JP H07159269A
- Authority
- JP
- Japan
- Prior art keywords
- gas
- water pipe
- water
- rare gas
- tracer
- 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.)
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- Examining Or Testing Airtightness (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は地中埋設水道管の漏水箇
所調査方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for investigating a leak location of an underground water pipe.
【0002】[0002]
【従来の技術】従来、地中に埋設された水道管の漏水箇
所を調査する方法として、地中埋設水道管の一定区間内
の流量、流速、水圧を測定し、これらの値が規定値に達
しているか否かを調べておおまかな漏水の有無の判定を
行った後、音聴棒や漏水振動響聴装置(漏水探知機)に
より漏水音を基にして漏水箇所を検知する方法が行われ
ていた。2. Description of the Related Art Conventionally, as a method of investigating a leak location of a water pipe buried underground, the flow rate, flow velocity, and water pressure in a certain section of the underground water pipe are measured, and these values are set to prescribed values. After checking whether it has reached the water level and making a rough judgment as to the presence or absence of water leakage, a method of detecting the water leakage location based on the sound of water leakage using a sound stick or water leakage vibration hearing device (leak detector) is used. Was there.
【0003】しかしながら、この方法は周囲の雑音の影
響を受け易く、特に都市部では交通音や雑踏等の影響で
作業が深夜に限られる等、作業効率上で大きな制約を受
ける欠点があった。However, this method has a drawback that it is easily affected by ambient noise, and that the work is limited to late night due to the influence of traffic noise or crowds, especially in urban areas, which greatly limits work efficiency.
【0004】このような問題を解決するものとして、地
中埋設管内に稀ガス等のトレーサーガスを充填し、地表
から埋設管の敷設路に沿って複数のガス採取用パイプを
打ち込んで埋設管の破損箇所から漏れ出てくるトレーサ
ーガスを、該ガス採取用パイプを介して検出し、トレー
サーガスの検出時刻や濃度分布等から埋設管の破損箇所
を探知する方法(特開昭63−134930号公報)、
地中送水管から水を抜いた状態で送水管内にハロゲンガ
スを供給し、地表から一定間隔で複数の小孔を穿設し
て、この小孔にハロゲン感知器を順次臨ませて破損箇所
から漏れ出てくるハロゲンガスを検出する方法(特開平
4−184132号公報)等がある。In order to solve such a problem, a tracer gas such as rare gas is filled in the underground buried pipe, and a plurality of gas sampling pipes are driven from the surface along the laying path of the buried pipe to remove the buried pipe. A method of detecting the tracer gas leaking from the damaged portion through the gas sampling pipe and detecting the damaged portion of the buried pipe from the detection time of the tracer gas, the concentration distribution, etc. (Japanese Patent Laid-Open No. 63-134930). ),
Halogen gas is supplied into the water pipe with the water drained from the underground water pipe, and a plurality of small holes are drilled from the surface of the earth at regular intervals. There is a method of detecting leaking halogen gas (Japanese Patent Laid-Open No. 4-184132) and the like.
【0005】しかしながら、上記の方法はいずれも、複
数のガス採取用パイプを打ち込んだり、複数の小孔を一
定間隔であけたりする必要があり、作業が煩雑となる欠
点がある。また水道管の漏水箇所を調査しようとする場
合、検査区間の水道管中の水道水を抜いてからトレーサ
ーガスを供給するため、特に検査区間が広い場合には水
道水の抜き取りに多大な労力を要するとともに、検査終
了後に水道管に通水する時、管壁の錆等が流し出されて
復帰当初にいわゆる赤水を生じるという問題もあった。However, all of the above methods have the drawback that the work is complicated because it is necessary to drive a plurality of gas sampling pipes or to form a plurality of small holes at regular intervals. Also, when trying to investigate the leak location of the water pipe, the tap water in the water pipe of the inspection section is drained before the tracer gas is supplied. Therefore, especially when the inspection section is wide, a lot of labor is required for draining the tap water. In addition, there is also a problem that when water is passed through the water pipe after the inspection, rust or the like on the pipe wall is washed out, and so-called red water is generated at the beginning of restoration.
【0006】一方、本出願人等は、調査区間内の水道管
内の水道水を抜く必要がなく、また複数のガス採取用パ
イプを打ち込んだり、地表から一定間隔で複数の小孔を
穿設する等の手間を必要としない検査方法として、ガス
溶解器等を用いて稀ガスを溶解させたトレーサー水を検
査対象区間内の地中埋設水道管に流し、漏水箇所から漏
れ出たトレーサー水から放出され、地表に漏れ出てくる
稀ガスの濃度を地表上の稀ガス検出器で検知して漏水箇
所を検出する方法を提案した(特願平4−174946
号)。On the other hand, the present applicant does not need to drain tap water from the water pipe in the survey section, drive a plurality of gas sampling pipes, or bore a plurality of small holes at regular intervals from the ground surface. As a test method that does not require time and effort, tracer water in which rare gas is dissolved using a gas dissolver etc. is poured into the underground underground water pipe in the section to be inspected and released from the tracer water leaking from the leaking point. Therefore, we proposed a method of detecting the leaked point by detecting the concentration of rare gas leaking to the surface with a rare gas detector on the surface (Japanese Patent Application No. 4-174946).
issue).
【0007】[0007]
【発明が解決しようとする課題】稀ガスを含むトレーサ
ーガスを溶解したトレーサー水を水道管に供給して漏水
箇所を調査する方法では、トレーサー水を浄水場、給水
場等の送水口から供給する方法や、調査対象区間内の水
道管に接続されている、制水弁、消化栓等から供給する
方法が採用される。いずれの供給方法を採用する場合
も、トレーサーガスを水に溶解させるためのガス溶解器
等の装置が必要であるが、漏水箇所の目安がある程度つ
いていて調査対象区間の範囲が狭い場合等には、ガス溶
解器等の大がかりな装置を調査現場まで移動させる手間
等を考慮すると、トレーサーガスを水中に溶解させる方
法は効率的な方法であるとは言いがたい。またガス溶解
器等を移動させる手間を省くために、浄水場等の送水口
からトレーサーガスを溶解したトレーサー水を供給する
方法を採用しても、調査対象区間が狭く、浄水場等の送
水口からの距離が離れている場合等には漏水箇所が判明
するまでに必要以上に長時間がかかったり、トレーサー
ガスが必要以上に多くなる等の問題があった。In the method of supplying tracer water in which tracer gas containing a rare gas is dissolved to a water pipe to investigate a leak location, the tracer water is supplied from a water supply port of a water purification plant, a water supply plant, or the like. The method or the method of supplying from a water control valve, a digestion plug, etc., which is connected to the water pipe in the surveyed section, is adopted. No matter which supply method is used, a device such as a gas dissolver for dissolving tracer gas in water is required, but if there is a guideline for the location of water leakage and the range of the surveyed area is narrow, etc. Considering the time and effort required to move a large-scale device such as a gas dissolver to the survey site, it cannot be said that the method of dissolving tracer gas in water is an efficient method. Also, in order to save the labor of moving the gas dissolver etc., even if the method of supplying tracer water in which tracer gas is dissolved from the water supply port of the water purification plant etc. is adopted, the surveyed area is narrow and the water supply port of the water purification plant etc. When there is a long distance from, there was a problem that it took longer than necessary to find the location of water leakage, and the tracer gas became more than necessary.
【0008】更に長時間に亘って高濃度のトレーサーガ
スが漏水箇所から地表上に漏れ出ていると、広い範囲に
稀ガスが拡散して漏水箇所がかえって検出し難くなると
ともに、稀ガスは大気中の存在量が少ない貴重な資源で
あるため、調査に使用する稀ガスの絶対量を少なくする
ことは、省資源上でも調査コスト低減化の上でも、また
漏水箇所の正確な検出の上でも好ましいことである。稀
ガスは大気中の存在量が非常に少ないために、地表に漏
れ出てきた稀ガスの量は微量であっても高い精度で検出
することができるため、原理的には稀ガス使用量を低減
化することが可能である。しかしながら、トレーサーガ
ス或いはトレーサー水中の稀ガスの濃度を低くすると、
地中の漏水箇所から地表まで漏れ出てくる稀ガスの量も
少なくなり、地表上に漏れ出てきた稀ガス量が少ない
と、稀ガスの拡散が早く、漏水箇所での稀ガス濃度のピ
ークが認められ難くなるという問題があった。If a high concentration tracer gas leaks from the leaking point to the surface of the earth for a longer period of time, the rare gas diffuses over a wide area, making it difficult to detect the leaking point. Since it is a valuable resource with a small amount of abundance, it is important to reduce the absolute amount of rare gas used for surveys in order to save resources, reduce survey costs, and accurately detect leak points. It is preferable. Since rare gas is present in the atmosphere in a very small amount, the amount of rare gas leaked to the surface of the earth can be detected with high accuracy even if it is a very small amount. It can be reduced. However, if the concentration of tracer gas or rare gas in tracer water is reduced,
The amount of rare gas that leaks from the leaking point in the ground to the surface also decreases, and if the amount of rare gas that leaks to the surface is small, the rare gas will diffuse quickly and the peak concentration of rare gas at the leaking point will increase. There was a problem that it became difficult to be recognized.
【0009】本発明は上記の点に鑑みなされたもので、
特に調査対象区間の範囲が狭い場合に効率良く漏水箇所
を高い精度で検出できる地中埋設水道管の漏水箇所調査
方法を提供することを目的とする。The present invention has been made in view of the above points,
In particular, it is an object of the present invention to provide a method for investigating leak points of underground water pipes that can efficiently detect leak points with high accuracy when the range of the surveyed section is narrow.
【0010】[0010]
【課題を解決するための手段】即ち本発明の地中埋設水
道管の漏水箇所調査方法は、調査対象区間内の水道管中
に、稀ガスと酸素との混合物よりなるトレーサーガスを
送り込んで調査対象区間内の水道管内にトレーサーガス
を充満させ、トレーサーガスを満たした区間にある水道
管の破損箇所から噴出し、地表まで漏れ出てきた稀ガス
を、地表上の稀ガス検出器で検知して漏水箇所を検出す
ることを特徴とする。[Means for Solving the Problems] That is, the method for investigating the location of a leak in an underground water pipe according to the present invention is carried out by sending a tracer gas consisting of a mixture of rare gas and oxygen into the water pipe in the section to be investigated. The tracer gas is filled into the water pipe in the target section, and the rare gas that leaks to the surface of the ground from the damaged portion of the water pipe in the section filled with the tracer gas is detected by the rare gas detector on the surface. The feature is that it detects the water leakage location.
【0011】本発明において調査区間内の水道管内にト
レーサーガスを充満させる方法としては、調査対象区間
を地上から操作できる弁や、調査対象区間付近の水道管
に連結している端末弁からトレーサーガスを水道管内に
圧入する方法等が採用できる。In the present invention, as a method of filling the tracer gas in the water pipe in the survey section, the tracer gas is supplied from a valve that can operate the survey section from the ground or a terminal valve connected to the water pipe near the survey section. It is possible to adopt a method of press-fitting into the water pipe.
【0012】本発明において稀ガスとしてはヘリウム、
ネオン、アルゴン、クリプトン、キセノン、ラドン等が
挙げられるが、なかでも密度が小さく地中から地上へ拡
散し易いヘリウムが最も好ましい。本発明においてトレ
ーサーガスとして稀ガスと、酸素の混合ガスを用いる
が、稀ガスと酸素との混合比率は容積比で、稀ガス:酸
素=1〜50:99〜50程度が好ましく、より好まし
くは5〜50:95〜50であり、特に5〜20:95
〜80が好ましい。本発明方法ではトレーサーガスが稀
ガスと酸素との混合物であることが必要であるが、多少
の量であれば窒素が混入していても差し支えない。水道
管内の水道水供給圧力が高い場合には、トレーサーガス
中の稀ガスの割合を上記範囲内で少なくすることができ
るが、供給圧力が低い場合には稀ガスの割合を上記範囲
内で多くする必要がある。In the present invention, the rare gas is helium,
Examples thereof include neon, argon, krypton, xenon, radon, etc. Among them, helium having a low density and easily diffused from the ground to the ground is most preferable. In the present invention, a mixed gas of a rare gas and oxygen is used as the tracer gas, and the mixing ratio of the rare gas and oxygen is preferably a rare gas: oxygen = 1 to 50:99 to 50, and more preferably 5 to 50:95 to 50, especially 5 to 20:95
-80 is preferable. In the method of the present invention, it is necessary that the tracer gas is a mixture of a rare gas and oxygen, but nitrogen may be mixed in a small amount. When the tap water supply pressure in the water pipe is high, the ratio of rare gas in the tracer gas can be reduced within the above range, but when the supply pressure is low, the ratio of rare gas is increased within the above range. There is a need to.
【0013】トレーサーガスを調査区間内の水道管内に
供給するには、調査対象区間内の水道管を地上から操作
できる弁、例えば制水弁や消化栓等(通常、200m毎
に設けられている)を利用することができる。この場
合、例えば調査対象区間を、該区間を挟む2つの弁で遮
断し、一方の弁にトレーサーガスが充填されているガス
ボンベを連結してトレーサーガスを圧入し、他方の弁か
ら調査対象区間内の水道水を排出して調査対象区間内の
水道管内にトレーサーガスを充満させる等の方法を採用
することができる。また調査対象区間の付近にある端末
弁、例えば蛇口等にトレーサーガスの充填されているガ
スボンベを連結して水道管内の水圧よりも高い圧力でガ
スを圧入し、ガス圧によって水道管内の水道水を押し戻
して調査対象区間内にトレーサーガスを充満させる方法
等を採用することができる。In order to supply the tracer gas into the water pipe in the survey section, a valve capable of operating the water pipe in the survey section from the ground, such as a water control valve or a digestive tap (usually provided every 200 m) ) Can be used. In this case, for example, the investigation target section is shut off by two valves sandwiching the section, and a gas cylinder filled with tracer gas is connected to one valve to press the tracer gas into the investigation target section, and the other valve is connected to the inside of the investigation section. It is possible to adopt the method of discharging the tap water and filling the water pipe in the surveyed section with tracer gas. Also, by connecting a terminal valve near the surveyed section, such as a faucet, to a gas cylinder filled with tracer gas, press the gas at a pressure higher than the water pressure in the water pipe, and tap the tap water in the water pipe by the gas pressure. It is possible to employ a method such as pushing back to fill the tracer gas in the surveyed section.
【0014】調査対象区間を閉鎖して一方の弁側からト
レーサーガスを圧入し、他方の弁から水道水を排出させ
る場合、水道管内の水道水を排出させる側の弁から、水
道水の排出がなくなった時を調査対象区間内の水道管内
にトレーサーガスが充満させた時とすることができる。
また蛇口等からトレーサーガスを圧入して水道水をトレ
ーサーガス圧で押し戻してガスを充満させる場合、蛇口
から送り込んだトレーサーガス量から、トレーサーガス
で充満している調査対象区間の範囲を知ることができ
る。When the section to be surveyed is closed and tracer gas is pressed in from one valve side to discharge tap water from the other valve, tap water is discharged from the valve on the side discharging tap water in the water pipe. The time when the water runs out can be regarded as the time when the tracer gas fills the water pipe in the surveyed section.
In addition, when pressurizing the tracer gas from the faucet and pushing the tap water back with the tracer gas pressure to fill the gas, it is possible to know the range of the surveyed section filled with the tracer gas from the amount of tracer gas sent from the faucet. it can.
【0015】稀ガス検出器としては、稀ガスの種類に応
じたものを用い、例えばヘリウムの場合にはヘリウムリ
ークディテクターや熱伝導式の検出器が、他の稀ガスの
場合には熱伝導式の検出器等が用いられる。As the rare gas detector, a detector depending on the type of rare gas is used. For example, in the case of helium, a helium leak detector or a heat conduction type detector is used, and in the case of other rare gases, a heat conduction type detector is used. Detector, etc. are used.
【0016】[0016]
【作用】埋設水道管の破損箇所付近の土には水道管から
漏れ出た水が浸透しており、この付近の土は空気が遮断
されているために酸素不足の還元状態となっている。こ
のような状態にある漏水箇所において、水道管内に充満
された稀ガスと酸素とからなるトレーサーガスが漏れ出
ると、トレーサーガス中の酸素は還元状態にある土の酸
化に消費される結果、地表には稀ガス濃度の高いトレー
サーガスが漏出してくる。このため、トレーサーガス中
の稀ガス濃度は低くても、地表に漏出してくるトレーサ
ーガス中では元の稀ガス中よりも稀ガス濃度が高くなる
ため、稀ガスの拡散による影響を受けにくく、漏水箇所
において稀ガスの濃度分布にピークが認められ、漏水箇
所をより正確に検出することができる。[Operation] Water leaking from the water pipe has penetrated into the soil near the damaged portion of the buried water pipe, and the soil around this is in a reduced state of oxygen deficiency because the air is blocked. When the tracer gas consisting of the rare gas and oxygen filled in the water pipe leaks out at the water leakage location in such a state, oxygen in the tracer gas is consumed by the oxidation of the soil in the reduced state, Tracer gas with a high concentration of rare gas leaks into. Therefore, even if the rare gas concentration in the tracer gas is low, the rare gas concentration in the tracer gas leaking to the surface is higher than in the original rare gas, so it is less susceptible to the rare gas diffusion, A peak is observed in the concentration distribution of the rare gas at the leaking point, and the leaking point can be detected more accurately.
【0017】以下、実施例を挙げて本発明を更に詳細に
説明する。Hereinafter, the present invention will be described in more detail with reference to examples.
【0018】[0018]
実施例1、比較例1 漏水箇所既知の水道管の調査対象区間を、漏水箇所を挟
む2つの制水弁で遮断し、一方の弁側からトレーサーガ
ス200リットルを10分間圧入して他方の弁側から、
調査対象区間の水道管内にある水道水を排出した後、ト
レーサーガスの圧入を停止して弁を閉じた。トレーサー
ガス圧入中と、トレーサーガス圧入停止3時間後、6時
間後に漏水箇所を中心とした周囲の稀ガス濃度を市販の
ヘリウムリークディテクター(日本真空技術製:DLM
STP−3)で測定した。トレーサーガスとして、実施
例1では容積比でヘリウム10%、酸素90%の混合ガ
スを、比較例1では容積比でヘリウム10%、窒素90
%の混合ガスを用いた。実施例1の結果を図1の(a)
〜(c)に、比較例1の結果を図2の(a)〜(c)に
それぞれ示す。Example 1 and Comparative Example 1 The surveyed section of a water pipe with a known leak point was shut off by two water control valves sandwiching the leak point, and 200 liters of tracer gas was injected from one valve side for 10 minutes and the other valve. From the side
After discharging the tap water in the water pipe of the surveyed section, the injection of tracer gas was stopped and the valve was closed. During tracer gas injection, and after 3 hours and 6 hours after the tracer gas injection was stopped, the rare gas concentration around the leaked area was measured using a commercially available helium leak detector (manufactured by Nippon Vacuum Technology: DLM.
It was measured by STP-3). As the tracer gas, in Example 1, a mixed gas of 10% by volume of helium and 90% of oxygen was used, and in Comparative Example 1, 10% by volume of helium and 90% of nitrogen were used.
% Gas mixture was used. The result of Example 1 is shown in FIG.
2A to 2C show the results of Comparative Example 1 in FIGS. 2A to 2C, respectively.
【0019】図1、図2ともに、(a)の符号を付した
図はトレーサーガス圧入中の測定結果を、(b)の符号
を付した図はトレーサーガスの圧入停止後3時間経過後
の結果を、(c)の符号を付した図はトレーサーガスの
圧入停止後6時間経過後の結果を示す。また図中、符号
1〜5を付したエリアは上記測定機のレンジを「10」
として稀ガス濃度測定した際に測定機のメーターに示さ
れた濃度範囲であり(メーター上の表示は0%〜100
%)、符号1はメーター上の80%を超え100%まで
の範囲を、符号2は60%を超え80%までの範囲を、
符号3は40%を超え60%までの範囲を、符号4は2
0%を超え40%までの範囲を、符号5は0%を超え2
0%までの範囲を、符号6はメーターが0%を示した範
囲をそれぞれ示すものである。In both FIG. 1 and FIG. 2, the drawing with the symbol (a) shows the measurement results during tracer gas injection, and the drawing with the symbol (b) shows the measurement results after 3 hours have elapsed since the tracer gas injection was stopped. The results are shown in the figure with the symbol (c), which is the result 6 hours after the injection of the tracer gas was stopped. In addition, in the figure, the areas designated by reference numerals 1 to 5 have the range of the above-mentioned measuring machine set to "10".
Is the concentration range shown on the meter of the measuring instrument when measuring the rare gas concentration (the display on the meter is 0% to 100
%), The code 1 ranges from over 80% to 100% on the meter, and the code 2 ranges from over 60% to 80%,
Reference numeral 3 is a range from more than 40% to 60%, and reference numeral 4 is 2
The range from 0% to 40%, the code 5 exceeds 0% to 2
Reference numeral 6 indicates a range up to 0%, and reference numeral 6 indicates a range where the meter indicates 0%.
【0020】図1、図2にの結果から明らかなようにヘ
リウムと酸素との混合物をトレーサーガスとして用いる
本発明方法では、トレーサーガス圧入中も、トレーサー
ガス圧入停止後も、地表における稀ガス濃度の測定結果
にピークが認められ、少ない稀ガスの使用量でも漏水箇
所を効率的に検出できることが認められた。一方、トレ
ーサーガスとしてヘリウムと窒素との混合物を用いた場
合、トレーサーガスを圧入している間は地表において検
出される稀ガス濃度分布にピークが認められるが、稀ガ
スの圧入停止後、漏水箇所とは異なる位置に稀ガス濃度
分布のピークが認められたり、ピークが認められなくな
ったりし、漏水箇所の正確な検出は困難であった。トレ
ーサーガスとしてヘリウムと窒素の混合物を用いると、
漏水箇所を検出するまでトレーサーガスを圧入し続ける
必要があるが、稀ガス使用量の低減化を果たすことがで
きなくなるとともに、漏水箇所から漏れ出た稀ガスの累
積量が多くなると、漏れ出た稀ガスが広い範囲に拡散
し、かえって漏水箇所の正確な検出が困難となる問題を
有する方法であることが認められた。As is apparent from the results shown in FIGS. 1 and 2, in the method of the present invention in which a mixture of helium and oxygen is used as the tracer gas, the rare gas concentration on the surface of the earth is maintained both during the injection of the tracer gas and after the injection of the tracer gas is stopped. It was confirmed that there was a peak in the measurement result and that the leak location could be detected efficiently even with a small amount of rare gas used. On the other hand, when a mixture of helium and nitrogen is used as the tracer gas, a peak is observed in the rare gas concentration distribution detected on the ground surface while the tracer gas is being injected, but after the rare gas injection is stopped, the leakage location The peak of rare gas concentration distribution was observed at a position different from the above, or the peak was not observed, and it was difficult to accurately detect the leak location. Using a mixture of helium and nitrogen as the tracer gas,
It is necessary to continue to press-in the tracer gas until the leak point is detected, but it becomes impossible to reduce the amount of rare gas used, and when the accumulated amount of rare gas leaked from the leak point increases, it leaked. It was recognized that this method has a problem that rare gas diffuses in a wide range, which makes it difficult to detect a leaked point accurately.
【0021】[0021]
【発明の効果】本発明方法は、地中埋設水道管にトレー
サーガスを充満させ、漏水箇所から漏出するトレーサー
ガス中の稀ガスを、地表上の稀ガス検出器で検出して漏
水箇所を検知する方法において、トレーサーガスとして
稀ガスと酸素との混合物を用いたことにより、稀ガスの
全使用量を少なくでき、しかもトレーサーガス中の稀ガ
ス濃度を低くしたにもかかわらず、漏水箇所における稀
ガスの濃度のピークが明瞭に生じる結果、漏水箇所の検
出を高い精度で行うことができる効果がある。また本発
明方法では、トレーサーガスの圧入停止後にも長時間に
亘って漏水箇所における稀ガス濃度分布のピークが認め
られるため、漏水箇所の検出を非常に効率的に行うこと
ができる。According to the method of the present invention, the underground water pipe is filled with the tracer gas, and the rare gas in the tracer gas leaking from the leaking point is detected by the rare gas detector on the ground surface to detect the leaking point. In this method, by using a mixture of a rare gas and oxygen as the tracer gas, the total amount of the rare gas used can be reduced, and even though the concentration of the rare gas in the tracer gas is reduced, the rare gas at the leakage site is rare. As a result of the peak of gas concentration being clearly generated, there is an effect that the location of the water leakage can be detected with high accuracy. Further, in the method of the present invention, the peak of the rare gas concentration distribution at the water leakage location can be recognized for a long time even after the injection of the tracer gas is stopped, so that the water leakage location can be detected very efficiently.
【図1】実施例1の方法における漏水箇所付近の稀ガス
濃度分布を示す図である。FIG. 1 is a diagram showing a rare gas concentration distribution in the vicinity of a water leakage point in the method of Example 1.
【図2】比較例1の方法における漏水箇所付近の稀ガス
濃度分布を示す図である。FIG. 2 is a diagram showing a rare gas concentration distribution in the vicinity of a water leakage point in the method of Comparative Example 1.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 増田 勝久 埼玉県南埼玉郡宮代町東姫宮1−8−12− 1 (72)発明者 妹尾 和郎 東京都千代田区内神田3−16−4 日昌興 業株式会社内 (72)発明者 高戸 清勝 東京都千代田区内神田3−16−4 日昌興 業株式会社内 (72)発明者 江崎 佐保 東京都品川区小山1−9−13 東洋酸素株 式会社内 (72)発明者 関 乃夫忠 東京都品川区小山1−9−13 東洋酸素株 式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Katsuhisa Masuda 1-8-12-1, Higashihimemiya, Miyashiro-cho, Minami-Saitama-gun, Saitama Prefecture (72) Inventor Kazuro Senoo 3-16-4 Uchikanda, Chiyoda-ku, Tokyo Nissho Kogyo Incorporated (72) Inventor Kiyokatsu Takato 3-16-4 Uchikanda, Chiyoda-ku, Tokyo Nissho Kogyo Co., Ltd. (72) Inventor Saho 1-9-13 Koyama, Shinagawa-ku, Tokyo Toyo Oxygen Co., Ltd. (72) Inventor Norio Tadashi Seki Noochu 1-9-13 Koyama, Shinagawa-ku, Tokyo Toyo Oxygen Stock Company
Claims (3)
酸素との混合物よりなるトレーサーガスを送り込んで調
査対象区間内の水道管内にトレーサーガスを充満させ、
トレーサーガスを満たした区間にある水道管の破損箇所
から噴出し、地表まで漏れ出てきた稀ガスを、地表上の
稀ガス検出器で検知して漏水箇所を検出することを特徴
とする地中埋設水道管の漏水箇所調査方法。1. A tracer gas composed of a mixture of rare gas and oxygen is fed into the water pipe in the surveyed section to fill the water pipe in the surveyed section with the tracer gas,
The underground that is characterized by detecting rare gas that spouted from the damaged part of the water pipe in the section filled with tracer gas and leaked to the surface with the rare gas detector on the surface Method for investigating leak points in buried water pipes.
らトレーサーガスを調査対象区間内の水道管内に圧入
し、調査対象区間内の水道管内にトレーサーガスを充満
させることを特徴とする請求項1記載の地中埋設水道管
の漏水箇所調査方法。2. The tracer gas is press-fitted into a water pipe in the survey target section from a valve capable of operating the survey target section from the ground to fill the water pipe in the survey target section with the tracer gas. Method for investigating leakage points of underground underground water pipes described.
る端末弁からトレーサーガスを水道管内に圧入して調査
対象区間の水道管内にトレーサーガスを充満させること
を特徴とする請求項1記載の地中埋設水道管の漏水箇所
調査方法。3. The tracer gas is filled into the water pipe of the survey target section by press-fitting the tracer gas into the water pipe from a terminal valve connected to the water pipe near the survey target section. Method for investigating leakage points of underground water pipes in Japan.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP05340099A JP3119986B2 (en) | 1993-12-07 | 1993-12-07 | Investigation method of leaking point of underground water pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP05340099A JP3119986B2 (en) | 1993-12-07 | 1993-12-07 | Investigation method of leaking point of underground water pipe |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH07159269A true JPH07159269A (en) | 1995-06-23 |
JP3119986B2 JP3119986B2 (en) | 2000-12-25 |
Family
ID=18333711
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Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP05340099A Expired - Fee Related JP3119986B2 (en) | 1993-12-07 | 1993-12-07 | Investigation method of leaking point of underground water pipe |
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JP (1) | JP3119986B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003513237A (en) * | 1999-10-26 | 2003-04-08 | マルティネック・ペーター | Method and measuring head for measuring in the water supply system |
JP2015102361A (en) * | 2013-11-22 | 2015-06-04 | 株式会社栗本鐵工所 | Water leakage detection method of underground piping |
-
1993
- 1993-12-07 JP JP05340099A patent/JP3119986B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003513237A (en) * | 1999-10-26 | 2003-04-08 | マルティネック・ペーター | Method and measuring head for measuring in the water supply system |
JP2015102361A (en) * | 2013-11-22 | 2015-06-04 | 株式会社栗本鐵工所 | Water leakage detection method of underground piping |
Also Published As
Publication number | Publication date |
---|---|
JP3119986B2 (en) | 2000-12-25 |
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