JP2006030109A - Leakage testing apparatus of underground tank - Google Patents

Leakage testing apparatus of underground tank Download PDF

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JP2006030109A
JP2006030109A JP2004212594A JP2004212594A JP2006030109A JP 2006030109 A JP2006030109 A JP 2006030109A JP 2004212594 A JP2004212594 A JP 2004212594A JP 2004212594 A JP2004212594 A JP 2004212594A JP 2006030109 A JP2006030109 A JP 2006030109A
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underground
underground tank
tank
leakage
water level
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JP4257396B2 (en
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Kaoru Kase
薫 加瀬
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NIPPON TANK SOBI KK
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Abstract

<P>PROBLEM TO BE SOLVED: To solve the problem that it has been impossible for an oil level gauge, which has been used and provided for the inside of an underground liquid storage tank for gasoline etc. for judging a leakage of a container on the basis of the amount of a liquid level rise as a conventional apparatus for judging the leakage of an underground tank sunk in underground water, to accurately detect the leakage since a liquid level only slightly rises when the quantity of underground water leaks into an underground tank is only a little. <P>SOLUTION: This leakage testing apparatus of tanks is constituted of a pressure reducing device for reducing the pressure inside an underground tank having a curved bottom surface storing a liquid lighter than underground water; a water level gauge provided for the deepest part inside the underground tank; and an arithmetic storage device for computing the quantity of underground water leakage to the underground tank on the basis of a water level detected by the water level gauge and the shape of the deepest part of the underground tank. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は地下タンクの漏洩試験装置、特に給油所等に埋設した、地下水に水没した地下タンクの漏洩の有無の試験装置に関するものである。   The present invention relates to an underground tank leak test apparatus, and more particularly to an apparatus for checking whether there is a leak in an underground tank submerged in ground water, which is embedded in a gas station or the like.

従来、地下水中に水没している、ガソリン等の液体が貯留されている地下タンクの漏洩を判断する場合、地下タンク内に油面計を設け、地下タンク内に地下水が漏洩することによって上昇した液面の上昇量によりタンクの漏洩を判断する装置としては例えば、特許文献1に示すものがある。
特開平9−77198号公報(第1図)
Conventionally, when judging leakage of underground tanks that have been submerged in groundwater and in which liquids such as gasoline are stored, an oil level gauge was installed in the underground tank, and the groundwater leaked into the underground tank. As an apparatus for judging leakage of a tank based on the amount of rise in the liquid level, for example, there is one shown in Patent Document 1.
Japanese Patent Laid-Open No. 9-77198 (FIG. 1)

然しながら、地下タンク内に漏洩する地下水の量が少ないと地下タンク内全体の液体の液面上昇量が僅かなので、上記油面計では正しく漏洩を検知できないという欠点があった。   However, if the amount of groundwater leaking into the underground tank is small, the amount of liquid rise in the entire underground tank is small, so that the above oil level gauge cannot detect leakage correctly.

本発明は上記の欠点を除くようにしたものである。   The present invention eliminates the above-mentioned drawbacks.

一般に地下タンクの形状は円筒状、胴長であり、即ち、底部中心が湾曲しており、底部から上部に向って次第に水平断面積が大きくなっている。従って、地下タンクに対し地下水の漏洩があった場合にはガソリン等の液面の上昇量より漏洩によりタンクの底に貯まった地下水の水位の上昇量の方が大きくなる。本発明はこの点に着目して成されたものである。   In general, the underground tank has a cylindrical shape and a trunk length, that is, the center of the bottom is curved, and the horizontal cross-sectional area gradually increases from the bottom toward the top. Therefore, when there is a groundwater leak in the underground tank, the amount of rise in the level of groundwater stored at the bottom of the tank due to the leak is greater than the amount of rise in the liquid level of gasoline or the like. The present invention has been made paying attention to this point.

本発明の地下タンクの漏洩試験装置は、地下水より軽い液体が貯留されている湾曲底面を有する地下タンク内を減圧する減圧装置と、上記地下タンク内の最深部に設けた水位計と、この水位計によって検知した水位と上記地下タンクの上記最深部の形状より上記地下タンクに対する地下水の漏洩量を演算する演算記憶装置とよりなることを特徴とする。   The underground tank leakage test apparatus according to the present invention includes a decompression device for decompressing an underground tank having a curved bottom surface in which a liquid lighter than groundwater is stored, a water level gauge provided at the deepest portion of the underground tank, and the water level. It comprises an arithmetic storage device for calculating the amount of groundwater leakage to the underground tank from the water level detected by a meter and the shape of the deepest part of the underground tank.

本発明においては、地下タンクの最深部に水位計を設け、地下タンクに対して地下水の漏洩があった場合、ガソリン等の液面の上昇量より水位の上昇量の方が大きくなる。地下タンクの最深部に貯まった地下水の水位の変化量を測定して漏洩量を判断せしめたので、精度よく地下タンクの漏洩量を測定できるという大きな利益がある。   In the present invention, when a water level meter is provided at the deepest part of the underground tank, and there is a leakage of underground water to the underground tank, the amount of increase in the water level is greater than the amount of increase in the liquid level of gasoline or the like. Since the amount of leakage was determined by measuring the amount of change in the level of groundwater stored in the deepest part of the underground tank, there is a great advantage that the amount of leakage in the underground tank can be measured with high accuracy.

以下図面によって本発明の実施例を説明する。   Embodiments of the present invention will be described below with reference to the drawings.

図1において、1は給油所等に埋設した、地下水2に水没した地下タンク、3は上記地下タンク1内に連通した通気管、4は地上に設置した油計量機、5は上記油計量機4と上記地下タンク1の下部間を連結する油吸入管、6は上記地下タンク1の天井部分に設けた計量管挿入用の開口部、7は地上に設置した減圧値を自由に設定できる減圧維持装置、8は上記通気管3に気密に接続した、上記減圧維持装置7の減圧ホース、9は上記減圧維持装置7を介して上記通気管3に接続した大気開放ホース、10は上記地下タンク1内に貯蔵したガソリン等の貯蔵液体、11は上記開口部6から上記地下タンク1内に気密に挿入し、上記地下タンク1内の最深部に位置せしめた、例えば静電容量型水位計、12は上記地下タンクの底部の最深部の形状を記憶し、上記形状と上記水位計11からの情報を用いて漏洩量を演算処理する演算記憶装置、13は上記地下タンク1内の気相部の圧力を計測する圧力計を示す。   In FIG. 1, 1 is an underground tank buried in a gas station or the like, submerged in groundwater 2, 3 is a vent pipe communicating with the underground tank 1, 4 is an oil meter installed on the ground, and 5 is the oil meter. 4 is an oil suction pipe connecting between the lower part of the underground tank 1, 6 is an opening for inserting a measuring pipe provided in the ceiling part of the underground tank 1, and 7 is a decompression that can freely set a decompression value installed on the ground. A maintenance device, 8 is airtightly connected to the vent pipe 3, the decompression hose of the decompression maintenance device 7, 9 is an air release hose connected to the vent pipe 3 via the decompression maintenance device 7, and 10 is the underground tank A storage liquid 11 such as gasoline stored in 1 is hermetically inserted into the underground tank 1 from the opening 6 and is positioned at the deepest part in the underground tank 1, for example, a capacitive water level meter, 12 is the shape of the deepest part of the bottom of the underground tank Stores, arithmetic storage device for processing the leakage amount using the information from the shape and the water level gauge 11, 13 denotes a pressure gauge for measuring the pressure in the vapor phase in the underground tank 1.

本発明のタンクの漏洩試験方法においては、まず地下タンク1内の貯蔵液体より上部の気相部におけるタンク壁の漏洩の有無を試験する。   In the tank leakage test method of the present invention, first, the presence or absence of leakage of the tank wall in the gas phase portion above the stored liquid in the underground tank 1 is tested.

上記減圧維持装置7を駆動せしめて、上記地下タンク1内を減圧状態とし、所定の期間内に上記気相部のタンク壁を介して地下タンク内に漏洩し、上記地下タンク1の底部に貯まった地下水の水位を上記水位計11により測定し、予め地下タンク1の最深部の形状を記憶せしめた上記演算記憶装置12により地下水の漏洩量を演算せしめる。   The depressurization maintenance device 7 is driven to bring the underground tank 1 into a depressurized state, leaks into the underground tank through the tank wall of the gas phase within a predetermined period, and is stored at the bottom of the underground tank 1. The groundwater level is measured by the water level gauge 11 and the leakage amount of the groundwater is calculated by the calculation storage device 12 in which the shape of the deepest part of the underground tank 1 is stored in advance.

次に地下タンクの液層部におけるタンク壁の漏洩の有無の試験を行う。   Next, a test is conducted for the presence or absence of tank wall leakage in the liquid layer of the underground tank.

この場合には、上記減圧維持装置7を駆動せしめて、上記地下タンク1内を減圧状態、例えば大気圧との差が貯蔵液体のヘッド以上となるようにし、その後は上記地下タンク1の気相部におけるタンク壁の漏洩の有無と同じ方法で地下水の漏洩量を演算せしめる。   In this case, the depressurization maintenance device 7 is driven so that the underground tank 1 is in a depressurized state, for example, the difference from the atmospheric pressure becomes more than the head of the stored liquid, and thereafter the gas phase of the underground tank 1 is increased. The amount of groundwater leakage is calculated in the same way as the presence or absence of tank wall leakage in the section.

一般にドレン水吸引パイプ(図示せず)の立ち下がり(サクション口)はタンク底から100mm程度に上方に設置されている。従ってタンク底に溜まっている水位は最大で100mmと考えられる。よって、大きなタンクでも精密に計測する範囲はタンク底から100mmの高さまでで水位計のスケールは例えば160mmあればよく、一般に水位計の精度は水位計のスケールの0.1%程度なので水位計の精度が0.16mmと高精度を確保できる。図2は地下タンク1内に水位計11をセットした状態の側面図で、A位置はタンク底から100mmの位置、B位置はタンク中央の位置である。タンク内のA位置とB位置における高さ1mm当たりの水容量、液容量の変化はタンクの大きさ毎に表1のようになる。   In general, the fall (suction port) of a drain water suction pipe (not shown) is installed upward about 100 mm from the tank bottom. Therefore, the water level accumulated at the tank bottom is considered to be 100 mm at the maximum. Therefore, even in a large tank, the precise measurement range is from the bottom of the tank to a height of 100 mm and the scale of the water level gauge should be, for example, 160 mm. Generally, the accuracy of the water level gauge is about 0.1% of the scale of the water level gauge. A high accuracy of 0.16 mm can be ensured. FIG. 2 is a side view of the underground tank 1 in which the water level gauge 11 is set. The position A is a position 100 mm from the tank bottom, and the position B is a position in the center of the tank. Changes in the water volume and liquid volume per 1 mm height at the A and B positions in the tank are as shown in Table 1 for each tank size.

Figure 2006030109
Figure 2006030109

直径0.3mmの漏洩孔からの1時間当たりの漏洩量は0.79リットル/時間程度である(漏れ量「地下に埋設される危険物施設の安全・環境対策に係る調査検討報告」より)。   The amount of leakage per hour from a leak hole with a diameter of 0.3 mm is about 0.79 liters / hour (from the amount of leakage "Survey Report on Safety / Environmental Measures for Dangerous Goods Facilities Buried Underground") .

従来は直径0.3mm以下の漏洩孔を発見するには、液面上昇率の悪さと、水位計の精度の悪さにより早くて3時間〜4時間、場合によっては一晩中と長時間試験を実施する必要があったが、ガソリンスタンド等で使用中のタンクでは長時間タンクを休止状態にすることは困難である。そこで試験時間を1時間程度に短縮するためにどの程度の精度で液面を計測すればよいか見当つけるために0.79リットルの漏洩量を各種類のタンクで発見するための液高さの変位高さを表1より求めて表2に示す。   Conventionally, in order to find a leak hole with a diameter of 0.3 mm or less, 3 hours to 4 hours at the earliest due to the poor liquid level rise rate and the poor accuracy of the water level gauge, and in some cases overnight and long time tests. Although it was necessary to carry out, it is difficult to put a tank in a dormant state for a long time in a tank in use at a gas station or the like. Therefore, in order to find out how accurately the liquid level should be measured in order to reduce the test time to about 1 hour, the height of the liquid to detect a leak amount of 0.79 liters in each type of tank The displacement height is obtained from Table 1 and shown in Table 2.

Figure 2006030109
Figure 2006030109

水位計のスケールが160mmであればその精度は0.16mmであるから液高さの変位高さが0.16mm以上となる時間まで試験を行えばよい。表2から明らかなように例えば、10Kリットルタンクで直径が1440mmのA位置で減圧試験にて直径0.3mmの漏洩孔から0.79リットルの地下水が浸入すると、0.174mm水位が変化する。従って、約1時間の試験で漏洩の有無の判断が行える。同様に大容量の40KリットルタンクのA位置では、0.086mmの水位変化が生じる。従って約2時間の試験で漏洩の有無の判断を行える。   If the scale of the water level gauge is 160 mm, the accuracy is 0.16 mm, so the test may be performed until the time when the displacement height of the liquid height is 0.16 mm or more. As is clear from Table 2, for example, when 0.79 liter of groundwater enters from a leak hole having a diameter of 0.3 mm in a 10 K liter tank at position A having a diameter of 1440 mm in a decompression test, the water level changes by 0.174 mm. Therefore, it is possible to determine the presence or absence of leakage in a test of about 1 hour. Similarly, at the A position of a large capacity 40 K liter tank, a water level change of 0.086 mm occurs. Therefore, it is possible to determine the presence or absence of leakage in a test of about 2 hours.

上記のように、本発明においては、地下タンクの最深部に水位計を設け、地下タンクに対し地下水の漏洩があった場合、ガソリン等の液面の上昇量より水位の上昇量の方が大きくなる。地下タンクの最深部に貯まった地下水の水位の変化量を測定して漏洩量を判断せしめたので、精度よく地下タンクの漏洩量を測定できるという大きな利益がある。   As described above, in the present invention, when a water level meter is provided at the deepest part of the underground tank, and there is a leakage of underground water into the underground tank, the amount of increase in the water level is larger than the amount of increase in the liquid level of gasoline or the like. Become. Since the amount of leakage was determined by measuring the amount of change in the level of groundwater stored in the deepest part of the underground tank, there is a great advantage that the amount of leakage in the underground tank can be measured with high accuracy.

また、スケールの短い水位計を用いることができるので、高精度の測定ができる。   Moreover, since a water level meter with a short scale can be used, a highly accurate measurement can be performed.

本発明のタンクの漏洩試験装置の説明図である。It is explanatory drawing of the leak test apparatus of the tank of this invention. タンクと水位計の関係を示す側面図である。It is a side view which shows the relationship between a tank and a water level gauge.

符号の説明Explanation of symbols

1 地下タンク
2 地下水
3 通気管
4 油計量機
5 油吸入管
6 開口部
7 減圧維持装置
8 減圧ホース
9 大気開放ホース
10 貯蔵液体
11 水位計
12 演算記憶装置
13 圧力計
DESCRIPTION OF SYMBOLS 1 Underground tank 2 Groundwater 3 Ventilation pipe 4 Oil meter 5 Oil suction pipe 6 Opening part 7 Depressurization maintenance apparatus 8 Decompression hose 9 Atmospheric release hose 10 Storage liquid 11 Water level meter 12 Computation storage device 13 Pressure gauge

Claims (1)

地下水より軽い液体が貯留されている湾曲底面を有する地下タンク内を減圧する減圧装置と、上記地下タンク内の最深部に設けた水位計と、この水位計によって検知した水位と上記地下タンクの上記最深部の形状より上記地下タンクに対する地下水の漏洩量を演算する演算記憶装置とよりなることを特徴とする地下タンクの漏洩試験装置。   A decompression device that depressurizes the inside of the underground tank having a curved bottom surface in which a liquid lighter than groundwater is stored, a water level gauge provided at the deepest part in the underground tank, the water level detected by the water level gauge, and the above-mentioned of the underground tank An underground tank leakage test apparatus comprising: an arithmetic storage device for calculating an amount of groundwater leakage into the underground tank from a deepest shape.
JP2004212594A 2004-07-21 2004-07-21 Underground tank leak test equipment Active JP4257396B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103808472A (en) * 2014-01-27 2014-05-21 玉林市中创机械有限公司 Automatic diving leakage testing machine for water pump semi-finished product
JP7450862B2 (en) 2022-04-18 2024-03-18 株式会社タツノ Leakage test equipment and test method for underground storage tanks

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103808472A (en) * 2014-01-27 2014-05-21 玉林市中创机械有限公司 Automatic diving leakage testing machine for water pump semi-finished product
JP7450862B2 (en) 2022-04-18 2024-03-18 株式会社タツノ Leakage test equipment and test method for underground storage tanks

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