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JP4874196B2 - Sealing evaluation method for high-pressure fluid storage facilities - Google Patents
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JP4874196B2 - Sealing evaluation method for high-pressure fluid storage facilities - Google Patents

Sealing evaluation method for high-pressure fluid storage facilities Download PDF

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JP4874196B2
JP4874196B2 JP2007218741A JP2007218741A JP4874196B2 JP 4874196 B2 JP4874196 B2 JP 4874196B2 JP 2007218741 A JP2007218741 A JP 2007218741A JP 2007218741 A JP2007218741 A JP 2007218741A JP 4874196 B2 JP4874196 B2 JP 4874196B2
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storage tank
fluid
gas
pressure
mass
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JP2009052971A (en
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哲夫 奥野
成樹 若林
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Taisei Corp
Saibu Gas Co Ltd
Obayashi Corp
IHI Corp
Mitsubishi Heavy Industries Ltd
Mitsui Engineering and Shipbuilding Co Ltd
Osaka Gas Co Ltd
Inpex Corp
Tokyo Gas Co Ltd
Shimizu Corp
Toho Gas Co Ltd
Mitsui E&S Co Ltd
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Taisei Corp
Saibu Gas Co Ltd
Obayashi Corp
IHI Corp
Mitsubishi Heavy Industries Ltd
Mitsui Engineering and Shipbuilding Co Ltd
Osaka Gas Co Ltd
Inpex Corp
Tokyo Gas Co Ltd
Shimizu Corp
Mitsui E&S Holdings Co Ltd
Toho Gas Co Ltd
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Description

本発明は、流体を高圧下で貯蔵する高圧流体貯蔵施設の貯槽の密閉性を評価するための高圧流体貯蔵施設の密閉性評価方法に関する。   The present invention relates to a method for evaluating the sealing property of a high-pressure fluid storage facility for evaluating the sealing property of a storage tank of a high-pressure fluid storage facility that stores fluid under high pressure.

従来、天然ガスなどの気体(流体)を高圧下で貯蔵する施設として、例えば岩盤内高圧気体貯蔵施設(高圧流体貯蔵施設)が知られている(例えば、特許文献1参照)。そして、この岩盤内高圧気体貯蔵施設は、例えば、岩盤を掘削して空洞を形成し、この空洞の内壁面をライニング材で被覆するとともに、内壁面とライニング材の間に裏込め材(裏込めコンクリート)や緩衝材などを介在させて構築され、ライニング材の内側の空間に天然ガスなどの高圧気体を貯蔵する貯槽が形成されている。また、貯槽と地表を接続するアクセストンネルが設けられ、このアクセストンネルは、貯槽を施工する際の作業用通路、運用後の保守用通路、高圧気体輸送用の配管の敷設路などとして使用される。さらに、アクセストンネルの貯槽との接続部分には、貯槽の気密性を確保するための耐圧プラグが配設され、必要に応じてこの耐圧プラグにマンホールや高圧気体輸送用の配管などが組み込まれる。   Conventionally, as a facility for storing a gas (fluid) such as natural gas under high pressure, for example, a high-pressure gas storage facility in a rock mass (high-pressure fluid storage facility) is known (see, for example, Patent Document 1). And this high-pressure gas storage facility in the rock mass, for example, excavates the rock mass to form a cavity, coats the inner wall surface of this cavity with a lining material, and backfill material (backfilling between the inner wall surface and the lining material) A concrete storage tank or a buffer material is interposed, and a storage tank for storing high-pressure gas such as natural gas is formed in the space inside the lining material. In addition, an access tunnel connecting the storage tank and the ground surface is provided, and this access tunnel is used as a work passage when constructing the storage tank, a maintenance passage after operation, a laying passage for piping for high-pressure gas transportation, etc. . Furthermore, a pressure-resistant plug for ensuring the airtightness of the storage tank is disposed at a connection portion of the access tunnel with the storage tank, and a manhole, a pipe for transporting high-pressure gas, and the like are incorporated in the pressure-resistant plug as necessary.

また、この種の岩盤内高圧気体貯蔵施設においては、運用時に高圧気体の漏洩の有無を確認しており、例えばガス検知器を設置して、ライニング材や裏込め材の外側に貯槽から漏洩した高圧気体を検知するようにしたり、光ファイバを敷設して、ライニング材や裏込め材に亀裂が生じた際の変位(ひずみ)や、高圧気体の漏洩による温度変化を検知するなどして、高圧気体の漏洩の有無を確認している。また、岩盤内高圧気体貯蔵施設の定期点検時などに、目視検査や非破壊検査(浸透探傷試験、磁粉探傷試験、超音波探傷試験など)を行ってライニング材の亀裂などの欠陥の有無を確認するようにしている。   Also, in this type of high-pressure gas storage facility in bedrock, the presence or absence of high-pressure gas leakage was confirmed during operation. For example, a gas detector was installed and leaked from the storage tank outside the lining material and backfill material. High pressure gas is detected, optical fiber is laid, and the displacement (strain) when cracks occur in the lining material and backfill material, and temperature change due to leakage of high pressure gas are detected. The presence or absence of gas leakage is confirmed. In addition, visual inspections and non-destructive inspections (penetration inspection, magnetic particle inspection, ultrasonic inspection, etc.) are performed during periodic inspections of the high-pressure gas storage facility in the bedrock to check for defects such as cracks in the lining material. Like to do.

この一方で、ガス検知器等で漏洩気体を貯槽外周側で直接検知することが困難な場合や、非破壊検査によってライニング材の欠陥検査を行うことができない場合もある。また、この種の岩盤内高圧気体貯蔵施設(貯槽)は、一般に大規模であるため、目視検査や非破壊検査などでは多大な作業時間とコストを必要とする。   On the other hand, it may be difficult to directly detect the leaked gas on the outer periphery side of the storage tank with a gas detector or the like, or the lining material may not be inspected by nondestructive inspection. In addition, this type of high-pressure gas storage facility (storage tank) in the rock is generally large-scale, and therefore requires a lot of work time and cost for visual inspection and non-destructive inspection.

このため、例えば岩盤内高圧気体貯蔵施設の定期点検時などに、高圧気体輸送用の配管のバルブを閉じて遮断し、貯槽に貯蔵した高圧気体の流通を停止して密閉状態に保持するとともに、貯槽内の気体圧力と気体温度を経時的(時系列的)に計測して、貯槽の気密性を確認(評価)する場合もある。この気密性検査方法(気密性評価方法)においては、ボイル−シャルルの法則や、ボイル−シャルルの法則とアボガドロの法則から得られる理想気体の状態方程式を用いることで、高圧気体の漏洩の有無を気体圧力と気体温度を計測するという簡便な操作で確認(大規模な貯槽の気密性を評価)することが可能である。   For this reason, for example, at the time of periodic inspection of the high pressure gas storage facility in the rock mass, the valve of the piping for high pressure gas transportation is closed and shut off, the circulation of the high pressure gas stored in the storage tank is stopped and kept in a sealed state, In some cases, the gas pressure and temperature in the storage tank are measured over time (in time series) to check (evaluate) the airtightness of the storage tank. In this airtightness inspection method (airtightness evaluation method), by using the Boyle-Charles law or the ideal gas equation of state obtained from the Boyle-Charles law and Avogadro's law, the presence or absence of high-pressure gas leakage is checked. It is possible to confirm (evaluate the airtightness of a large-scale storage tank) by a simple operation of measuring gas pressure and gas temperature.

すなわち、ボイル−シャルルの法則を用いた場合には、気体体積が気体圧力に反比例し、気体温度に比例するという関係から、貯槽内の気体圧力と気体温度と気体体積(貯槽容積)の初期値を計測し、経時的に計測した気体圧力と気体温度から気体体積を算出して、算出した気体体積が初期の気体体積に対し経時的に増加する場合に漏洩が生じていると評価できる。   That is, when Boyle-Charles' law is used, the initial value of the gas pressure, gas temperature, and gas volume (reservoir volume) in the storage tank from the relationship that the gas volume is inversely proportional to the gas pressure and proportional to the gas temperature. When the gas volume is calculated from the gas pressure and gas temperature measured over time, and the calculated gas volume increases over time with respect to the initial gas volume, it can be evaluated that leakage has occurred.

また、理想気体の状態方程式を用いた場合には、気体圧力と気体温度と気体体積(貯槽容積)を計測し、貯槽内に貯蔵した気体の物質量(モル数:n)、ひいては気体質量M(M=nM;Mは気体の1モルの質量)を求め、この気体質量の時間変化を捉えて、気体質量が経時的に減少する場合に漏洩が生じていると評価できる。
特開2004−83244号公報
When the ideal gas equation of state is used, the gas pressure, gas temperature and gas volume (storage tank volume) are measured, and the amount of gas substance (number of moles: n) stored in the storage tank, and thus the gas mass M T (M T = nM; M is the mass of 1 mol of gas) is obtained, and the time change of the gas mass is captured, and it can be evaluated that leakage occurs when the gas mass decreases with time.
JP 2004-83244 A

しかしながら、ボイル−シャルルの法則、さらにこのボイル−シャルルの法則とアボガドロの法則から得られる理想気体の状態方程式を用いた場合には、貯槽内に貯蔵した実際の気体(実在気体)の種類に応じて、特に低温、高圧で貯蔵されるほど、気体の体積中で気体分子が占める割合を無視することができなくなり、気体分子の大きさが影響し、また、気体分子間に作用する分子間力が影響して、理想気体の法則から外れ、正確に高圧気体の漏洩の有無を評価できなくなるという問題があった。   However, according to the Boyle-Charles law and the ideal gas equation of state obtained from the Boyle-Charles law and Avogadro's law, it depends on the type of actual gas (real gas) stored in the storage tank. In particular, the more the gas is stored at low temperature and high pressure, the more the proportion of gas molecules in the gas volume cannot be ignored, the size of the gas molecules affects, and the intermolecular force acting between the gas molecules. As a result, there is a problem that it is not possible to evaluate the leakage of high-pressure gas accurately because it deviates from the ideal gas law.

本発明は、上記事情に鑑み、貯槽内に貯蔵した高圧流体の圧力、温度を時系列的に計測して精度よく貯槽の密閉性を評価することが可能な高圧流体貯蔵施設の密閉性評価方法を提供することを目的とする。   In view of the above circumstances, the present invention is a method for evaluating the tightness of a high-pressure fluid storage facility capable of measuring the pressure and temperature of a high-pressure fluid stored in a storage tank in a time series and accurately evaluating the sealing performance of the storage tank. The purpose is to provide.

上記の目的を達するために、この発明は以下の手段を提供している。   In order to achieve the above object, the present invention provides the following means.

本発明の高圧流体貯蔵施設の密閉性評価方法は、流体を高圧下で貯蔵する高圧流体貯蔵施設の貯槽の密閉性を評価する方法であって、前記流体の対臨界圧力と対臨界温度の関数形で表される圧縮係数を導入した流体の状態方程式を適用して、時系列的に計測した少なくとも前記貯槽内の流体圧力と流体温度を基に前記貯槽内の流体質量を求め、該貯槽内流体質量の時系列的な変動を捉えることで前記貯槽の密閉性を評価することを特徴とする。   The method for evaluating the sealing property of a high-pressure fluid storage facility according to the present invention is a method for evaluating the sealing property of a storage tank of a high-pressure fluid storage facility for storing a fluid under high pressure, which is a function of the critical pressure and the critical temperature of the fluid. Applying the equation of state of the fluid into which the compression coefficient expressed in the form is applied, the fluid mass in the storage tank is obtained based on at least the fluid pressure and fluid temperature in the storage tank measured in time series, and the storage tank The airtightness of the storage tank is evaluated by capturing time-series fluctuations in fluid mass.

この発明においては、貯槽に貯蔵した流体(実在流体)に応じた関数形の圧縮係数を導入し、流体圧力や流体温度に応じた非線形性を有する流体の状態方程式を用いることで、流体分子の大きさや流体分子間に作用する分子間力の影響を反映させて貯槽内の流体質量を求めることができ、広範囲の圧力及び温度に対して精度よく貯槽内の流体質量を求めることができる。これにより、貯槽内流体質量の時系列的な変動を捉えることで、貯槽の密閉性を正確に評価することが可能になる。   In the present invention, by introducing a compression coefficient in a function form according to the fluid (real fluid) stored in the storage tank and using a fluid state equation having nonlinearity according to the fluid pressure and fluid temperature, The fluid mass in the storage tank can be obtained by reflecting the influence of the size and intermolecular force acting between the fluid molecules, and the fluid mass in the storage tank can be obtained with high accuracy over a wide range of pressures and temperatures. Thereby, it becomes possible to accurately evaluate the airtightness of the storage tank by capturing time-series fluctuations of the fluid mass in the storage tank.

また、本発明の高圧流体貯蔵施設の密閉性評価方法においては、前記貯槽の内圧変動に応じた貯槽容積の変動を反映させて前記貯槽内流体質量を求めることが望ましい。   In the method for evaluating the tightness of the high-pressure fluid storage facility according to the present invention, it is desirable to determine the fluid mass in the storage tank by reflecting the change in the storage tank volume according to the internal pressure fluctuation of the storage tank.

この発明においては、貯槽の内圧変動に応じた貯槽容積の変動を時系列的に計測し、この貯槽容積の変動を流体の状態方程式に反映させることによって、より精度よく貯槽内の流体質量を求めることができ、貯槽の密閉性をさらに正確に評価することが可能になる。   In this invention, the change in the storage tank volume corresponding to the internal pressure fluctuation of the storage tank is measured in time series, and the change in the storage tank volume is reflected in the fluid equation of state, thereby obtaining the fluid mass in the storage tank with higher accuracy. This makes it possible to more accurately evaluate the tightness of the storage tank.

さらに、本発明の高圧流体貯蔵施設の密閉性評価方法においては、前記高圧流体貯蔵施設の貯蔵対象の流体ではなく、前記圧縮係数の関数形が既知の流体を前記貯槽に貯蔵し、該既知流体を用いて前記貯槽の密閉性を評価するようにしてもよい。   Furthermore, in the method for evaluating the tightness of the high-pressure fluid storage facility according to the present invention, not the fluid to be stored in the high-pressure fluid storage facility but the fluid having a known functional form of the compression coefficient is stored in the storage tank, and the known fluid You may make it evaluate the sealing performance of the said storage tank using.

この発明においては、例えば圧縮係数の関数形が既知の可燃性ガスである天然ガスなどの気体(貯蔵対象流体)を貯蔵する高圧流体貯蔵施設に対し、貯槽の密閉性を評価する際に、貯槽に例えば圧縮係数の関数形が既知で取扱いが容易で安全な空気などの既知流体を貯蔵して貯槽の密閉性を評価することによって、比較的安全且つ容易に貯槽の密閉性を評価することが可能になる。一方、成分組成が不明な流体や圧縮係数の関数形が未知な流体を貯蔵する場合においても、圧縮係数が既知な流体を貯蔵して貯槽の密閉性を評価することで、同様に貯槽の密閉性を評価することが可能になる。   In the present invention, for example, when evaluating the sealing performance of a storage tank for a high-pressure fluid storage facility for storing a gas (storage target fluid) such as natural gas, which is a combustible gas having a known compression coefficient function, For example, it is possible to evaluate the sealing performance of the storage tank relatively safely and easily by storing a known fluid such as air that has a known compression function and is easy to handle and safe. It becomes possible. On the other hand, even when storing fluid with unknown composition or fluid with unknown compression coefficient function, the storage tank is similarly sealed by storing the fluid with known compression coefficient and evaluating the sealing performance of the storage tank. It becomes possible to evaluate sex.

本発明の高圧流体貯蔵施設の密閉性評価方法によれば、貯槽に貯蔵した流体(実在流体)に応じた関数形の圧縮係数を導入した流体の状態方程式を用いることで、従来の理想気体の状態方程式を用いた評価方法と比較し、広範囲の圧力及び温度に対して精度よく貯槽内の流体質量を求めることができ、貯槽内流体質量の時系列的な変動を捉えることで、貯槽の密閉性を正確に評価することが可能になる。これにより、貯槽からの流体の漏洩の有無を正確に評価することが可能になる。   According to the method for evaluating the tightness of a high-pressure fluid storage facility according to the present invention, by using a state equation of a fluid in which a compression coefficient of a function type corresponding to a fluid (real fluid) stored in a storage tank is used, Compared with the evaluation method using the equation of state, the fluid mass in the storage tank can be obtained with high accuracy over a wide range of pressures and temperatures. It becomes possible to accurately evaluate sex. As a result, it is possible to accurately evaluate the presence or absence of fluid leakage from the storage tank.

以下、図1から図6を参照し、本発明の一実施形態に係る高圧流体貯蔵施設の密閉性評価方法について説明する。本実施形態は、例えば天然ガスなどの気体(流体)を高圧下で貯蔵する岩盤内高圧気体貯蔵施設の貯槽の気密性を評価する方法に関するものである。   Hereinafter, with reference to FIG. 1 to FIG. 6, a sealing evaluation method for a high-pressure fluid storage facility according to an embodiment of the present invention will be described. The present embodiment relates to a method for evaluating the airtightness of a storage tank of a high-pressure gas storage facility in a rock that stores a gas (fluid) such as natural gas under high pressure.

はじめに、本実施形態の岩盤内高圧気体貯蔵施設(高圧流体貯蔵施設)Aは、図1に示すように、岩盤Gを掘削して断面略楕円形状の空洞を形成し、この空洞の内壁面(岩盤G表面)を鋼製のライニング材(気密材)1で被覆するとともに、内壁面とライニング材1の間に裏込め材(裏込めコンクリート)2や図示せぬ緩衝材を介在させて構築されている。そして、ライニング材1の内側の空間に天然ガスなどの気体(高圧気体、流体)を貯蔵する断面略楕円形状の貯槽3が形成されている。また、貯槽3と地表を接続するアクセストンネル4が設けられており、このアクセストンネル4の貯槽3との接続部分には、貯槽3の気密性を確保するための耐圧プラグ5が配設され、この耐圧プラグ5にマンホール6や図示せぬ高圧気体輸送用の配管などが組み込まれている。   First, as shown in FIG. 1, the high-pressure gas storage facility (high-pressure fluid storage facility) A in the rock according to the present embodiment excavates the rock G to form a substantially elliptical cross section, and the inner wall surface ( It is constructed by covering the bedrock G surface) with a steel lining material (airtight material) 1 and interposing a backfill material (backfill concrete) 2 and a buffer material (not shown) between the inner wall surface and the lining material 1. ing. A storage tank 3 having a substantially elliptical cross section for storing a gas such as natural gas (high pressure gas, fluid) is formed in a space inside the lining material 1. In addition, an access tunnel 4 for connecting the storage tank 3 and the ground surface is provided, and a pressure-resistant plug 5 for securing the airtightness of the storage tank 3 is disposed at a connection portion between the access tunnel 4 and the storage tank 3. A manhole 6 and a high-pressure gas transportation pipe (not shown) are incorporated in the pressure-resistant plug 5.

また、図2は岩盤内高圧気体貯蔵施設Aの平断面図、図3は岩盤内高圧気体貯蔵施設Aの縦断面図を示しており、本実施形態においては、これら図2及び図3に示すように、貯槽3内に貯蔵した気体の圧力と温度を計測するための2つの圧力計7と8つの温度計8がそれぞれ貯槽3内に設置されている。さらに、岩盤G表面沿いに3測線、裏込め材2の内周面側に配置された図示せぬ鉄筋沿いに3測線、ライニング材1の内周面沿いに4測線の貯槽ひずみ計測用の光ファイバ9a、9b、9cが配設され、貯槽内空変位計10、岩盤変位計11、マンホール相対変位計12、耐圧プラグ絶対変位計13がそれぞれ貯槽3内、岩盤G内などに配設されている。   FIG. 2 is a plan sectional view of the high-pressure gas storage facility A in the rock mass, and FIG. 3 is a longitudinal sectional view of the high-pressure gas storage facility A in the rock mass. In this embodiment, these are shown in FIGS. As described above, two pressure gauges 7 and eight thermometers 8 for measuring the pressure and temperature of the gas stored in the storage tank 3 are installed in the storage tank 3, respectively. Furthermore, the light for storage tank strain measurement of 3 survey lines along the surface of the bedrock G, 3 survey lines along the unshown reinforcing bar arranged on the inner peripheral surface side of the backfill material 2, and 4 survey lines along the inner peripheral surface of the lining material 1 Fibers 9a, 9b, and 9c are disposed, and an internal displacement meter 10, a rock displacement meter 11, a manhole relative displacement meter 12, and a pressure-resistant plug absolute displacement meter 13 are disposed in the reservoir 3, the rock G, and the like, respectively. Yes.

そして、上記のような岩盤内高圧気体貯蔵施設Aに対し貯槽3の気密性を評価する際に、本実施形態では、高圧下で貯槽3に貯蔵した気体(実在気体)に対し、圧力計7と温度計8でそれぞれ気体圧力と気体温度(流体圧力と流体温度)を時系列的に計測し、各計測値を基に、従来のように理想気体の状態方程式を用いるのではなく、圧縮係数を導入した実在気体の状態方程式(流体の状態方程式)を適用して貯槽3内の気体質量を算出し、この貯槽内気体質量(貯槽内流体質量)の時系列的な変動を捉えることで、貯槽3からの気体の漏洩の有無、すなわち貯槽3の気密性を評価する。   And when evaluating the airtightness of the storage tank 3 with respect to the high-pressure gas storage facility A in the above-mentioned rock mass, in this embodiment, with respect to the gas (real gas) stored in the storage tank 3 under high pressure, the pressure gauge 7 And thermometer 8 respectively measure the gas pressure and gas temperature (fluid pressure and fluid temperature) in time series, and based on the measured values, instead of using the ideal gas equation of state as in the past, the compression coefficient By calculating the gas mass in the storage tank 3 by applying the equation of state of the real gas (in which the fluid is introduced), and capturing the time-series fluctuations of the gas mass in the storage tank (fluid mass in the storage tank), The presence or absence of gas leakage from the storage tank 3, that is, the airtightness of the storage tank 3 is evaluated.

具体的に、本実施形態では、式(1)に示すように、圧縮係数Zを導入した実在気体の状態方程式を用いる。ここで、Pは気体圧力、Vは1モル当たりの気体体積(貯槽容積)、Tは気体温度、Rは気体定数を示す。   Specifically, in this embodiment, as shown in the equation (1), a state equation of a real gas into which a compression coefficient Z is introduced is used. Here, P is a gas pressure, V is a gas volume (storage tank volume) per mole, T is a gas temperature, and R is a gas constant.

Figure 0004874196
Figure 0004874196

また、本実施形態において、圧縮係数Zは、式(2)に示すように、式(3)で示す気体温度Tと臨界温度Tcの相対値(対臨界温度Tr)と式(4)で示す気体圧力Pと臨界圧力Pcの相対値(対臨界圧力Pr)の関数形で表され、この関数fは、例えば参考文献1に示されるように、気体の組成に応じて実験的に決められる関数である。なお、臨界温度Tc及び臨界圧力Pcは、気体の組成に応じて(気体を構成する物質毎に)既に求められている既知量である。
[参考文献1] Nelson,L.C.,and E.F.Obert:Trans.ASME,76,1057,[1954]
Further, in the present embodiment, the compression coefficient Z is expressed by the relative value (against the critical temperature Tr) of the gas temperature T and the critical temperature Tc shown in the equation (3) and the equation (4), as shown in the equation (2). The function f is expressed as a function of the relative value of the gas pressure P and the critical pressure Pc (versus the critical pressure Pr). The function f is a function determined experimentally according to the gas composition, as shown in Reference 1, for example. It is. The critical temperature Tc and the critical pressure Pc are known amounts that have already been obtained according to the gas composition (for each substance constituting the gas).
[Reference 1] Nelson, LC, and EFObert: Trans. ASME, 76, 1057, [1954]

Figure 0004874196
Figure 0004874196
Figure 0004874196
Figure 0004874196
Figure 0004874196
Figure 0004874196

そして、このように圧縮係数Zが一定値ではなく気体温度Tや気体圧力Pに応じた(対臨界温度Trや対臨界圧力Prに応じた)関数fとして変化するため、理想気体の状態方程式と異なり、式(1)に示す実在気体の状態方程式は、左辺のPVと右辺のRTの間の関係が非線形性を有し、実験的に圧縮係数Zの関数形を求めることによって気体分子の大きさの影響、気体分子間に作用する分子間力の影響を反映させることが可能になる。   And since the compression coefficient Z changes as a function f corresponding to the gas temperature T and the gas pressure P (according to the critical temperature Tr and the critical pressure Pr) instead of a constant value in this way, Unlike the equation of state of the real gas shown in Equation (1), the relationship between the PV on the left side and the RT on the right side is nonlinear, and the magnitude of the gas molecule is determined by experimentally obtaining the function form of the compression coefficient Z. It is possible to reflect the influence of interstitial forces acting between gas molecules.

一方、気体分子が完全な球形でなく偏心しているような場合には、分子間力に影響するため、本実施形態ではこの点を考慮して、参考文献2、参考文献3、参考文献4に示される式(5)を用いて圧縮係数Zを求める。ここで、Z(0)は球形の気体分子における対臨界温度Trと対臨界圧力Prの関数で、Z(1)は偏心のある気体分子における対臨界温度Trと対臨界圧力Prの関数であり、式(5)は、気体分子を偏心の有無による2種類の成分に分けて表している。また、ωは式(6)で定義される偏心因子であり、Tr=0.7のときの対蒸気圧力Pvpr=P/Pcを用いて求められる。このため、偏心因子ωを求めるために対蒸気圧力Pvprを求める必要が生じるが、実用的には多種類の物質に対して既に気体を構成する各種物質の偏心因子ωが実験的に求められているので、それらを利用することができる。
[参考文献2] Pitzer,K.S.,and R.F.Curl:J.Am.Chem.Soc.,77,3427,[1955]
[参考文献3] Pitzer,K.S.,and R.F.Curl:J.Am.Chem.Soc.,79,2369,[1957a]
[参考文献4] Pitzer,K.S.,and R.F.Curl:The Thermodynamic Properties of Fluids,Inst,Mech.Eng.,London, [1957a]
On the other hand, when the gas molecules are not perfectly spherical but eccentric, the intermolecular force is affected. Therefore, in this embodiment, in consideration of this point, Reference Document 2, Reference Document 3, and Reference Document 4 The compression coefficient Z is obtained using the equation (5) shown. Here, Z (0) is a function of the critical temperature Tr and the critical pressure Pr in a spherical gas molecule, and Z (1) is a function of the critical temperature Tr and the critical pressure Pr in an eccentric gas molecule. Equation (5) represents gas molecules divided into two types of components depending on the presence or absence of eccentricity. Further, ω is an eccentric factor defined by the equation (6), and is obtained using the steam pressure Pvpr = P / Pc when Tr = 0.7. Therefore, in order to obtain the eccentric factor ω, it is necessary to obtain the vapor pressure Pvpr, but practically, the eccentric factor ω of various substances already constituting the gas is experimentally obtained for many kinds of substances. So you can use them.
[Reference 2] Pitzer, KS, and RFCurl: J. Am. Chem. Soc., 77, 3427, [1955]
[Reference 3] Pitzer, KS, and RFCurl: J. Am. Chem. Soc., 79, 2369, [1957a]
[Reference 4] Pitzer, KS, and RFCurl: The Thermodynamic Properties of Fluids, Inst, Mech. Eng., London, [1957a]

Figure 0004874196
Figure 0004874196
Figure 0004874196
Figure 0004874196

さらに、BWR(Benedict-Webb-Rubin)方程式が広範囲の温度と圧力の流体の状態量を表す方程式として利用されており、このBWR方程式をさらに修正して、式(5)の偏心因子ωを考慮した式(7)が、参考文献5に示されている。
[参考文献5] Lee,B.I.,and M.G.Kesler:AIChE J.,21,510, [1975]
In addition, the BWR (Benedict-Webb-Rubin) equation is used as an equation representing the state quantities of fluids in a wide range of temperatures and pressures, and this BWR equation is further modified to take into account the eccentric factor ω in equation (5). Equation (7) is shown in Reference 5.
[Reference 5] Lee, BI, and MGKesler: AIChE J., 21,510, [1975]

Figure 0004874196
Figure 0004874196

そして、本実施形態では、表1に示す単純流体(球形の気体分子)に関する定数を用い、この式(7)から求めたい温度(すなわちTr=T/Tc)と圧力(すなわちPr=P/Pc)を条件(既知数)として、唯一の未知数である単純流体(球形)の対臨界体積Vr(0)を求める。 In the present embodiment, the constant (ie, Tr = T / Tc) and pressure (ie, Pr = P / Pc) desired to be obtained from the equation (7) using the constants related to the simple fluid (spherical gas molecules) shown in Table 1. ) As a condition (known number), the critical volume Vr (0) of a simple fluid (spherical), which is the only unknown, is obtained.

Figure 0004874196
Figure 0004874196

ついで、求めたVr(0)を用い、式(8)から単純流体(球形)の圧縮係数Z(0)を算出する。 Next, the compression coefficient Z (0) of the simple fluid (spherical shape ) is calculated from the equation (8) using the obtained Vr (0) .

Figure 0004874196
Figure 0004874196

ついで、上記の式(7)でVr(0)を求めた場合と同じ対臨界温度Trと対臨界圧力Prを用い、表1に示す気体分子に偏心のある参考流体の各定数を適用して、式(9)から参考流体の対臨界体積Vr(R)を求める。すなわち、表1の参考流体の各定数を用い、参考流体の各定数を用いた式(9)によって唯一の未知数であるVr(R)の解を求める。 Next, using the same critical temperature Tr and critical pressure Pr as in the case of obtaining Vr (0) in the above equation (7), the constants of the reference fluid having eccentricity in the gas molecules shown in Table 1 are applied. The critical volume Vr (R) of the reference fluid is obtained from the equation (9). That is, using the constants of the reference fluid in Table 1, the solution of Vr (R) , which is the only unknown, is obtained by Equation (9) using the constants of the reference fluid.

Figure 0004874196
Figure 0004874196

そして、求めたVr(R)を用い、式(10)から参考流体の圧縮係数Z(R)を算出する。 Then, using the obtained Vr (R) , the compression coefficient Z (R) of the reference fluid is calculated from the equation (10).

Figure 0004874196
Figure 0004874196

ついで、このように式(7)と式(10)で求めた単純流体の圧縮係数Z(0)と参考流体の圧縮係数Z(R)と、求めたい気体の偏心因子ωとから、式(11)によって圧縮係数Zが求められる。なお、この式(11)は、式(5)の具体的な一例である。 Next, from the simple fluid compression coefficient Z (0) , the reference fluid compression coefficient Z (R) obtained by the equations (7) and (10), and the gas eccentricity factor ω to be obtained, the equation ( 11), the compression coefficient Z is obtained. The formula (11) is a specific example of the formula (5).

Figure 0004874196
Figure 0004874196

上記の式(11)で求めた圧縮係数Zを用いて、式(1)から求めたい気体温度Tと気体圧力Pでの1モルの気体体積Vを求めることができ、求めた1モルの気体体積Vと貯槽容積Vとの関係から漏洩がない状態での貯槽3内の気体のモル数n、さらに貯槽3内の気体質量Mが、式(12)と式(13)によって換算できる。ここで、Mは気体の1モル質量である。 Using the compression coefficient Z obtained by the above equation (11), the gas volume V of 1 mol at the gas temperature T and gas pressure P to be obtained from the equation (1) can be obtained, and the obtained 1 mol of gas. From the relationship between the volume V and the storage tank volume V T , the number of moles n of the gas in the storage tank 3 in a state where there is no leakage, and the gas mass M T in the storage tank 3 can be converted by the equations (12) and (13). . Here, M is 1 molar mass of gas.

Figure 0004874196
Figure 0004874196
Figure 0004874196
Figure 0004874196

そして、岩盤内高圧気体貯蔵施設Aに対し貯槽3の気密性を評価する際には、岩盤内高圧気体貯蔵施設Aの貯蔵3内に設置した圧力計7と温度計8によって時系列的に計測した気体圧力Pと気体温度Tの計測値を用い、上記の気体のモル数nひいては気体質量Mを算出し、この算出した気体の気体質量Mの時系列的な変動の有無を確認する。すなわち、貯槽3内の気体温度Tと気体圧力Pを時系列的に計測し、貯槽3内の気体質量Mの換算値が経時的(時系列的)に変化しないことが確認された場合には、貯槽3内からの気体の漏洩がないと評価され、気体質量Mの換算値が経時的に減少した場合には、貯槽3内から気体が漏洩し、貯槽3の気密性が損なわれていると評価される。 And when evaluating the airtightness of the storage tank 3 for the high pressure gas storage facility A in the rock mass, it is measured in time series by the pressure gauge 7 and the thermometer 8 installed in the storage 3 of the high pressure gas storage facility A in the rock mass. using the measured value of the gas pressure P and the gas temperature T, and calculates the number of moles n thus gas mass M T of the gas, to confirm the presence or absence of the time-series variation of gas mass M T of the calculated gas . That is, the gas temperature T and the gas pressure P in the reservoir 3 chronologically measured, when the converted value of the gas mass M T in the storage tank 3 has been confirmed that no change over time (time series) is evaluated that there is no gas leakage from inside the reservoir 3, when the converted value of the gas mass M T is decreased over time, the gas leaks from the reservoir within 3, airtightness of the reservoir 3 is compromised It is evaluated that it is.

ついで、上記本実施形態の気密性評価方法と従来の理想気体の状態方程式による気密性評価方法によってそれぞれ、図1から図3に示した岩盤内高圧気体貯蔵施設Aの貯槽3の気密性試験を実施した一例を示し、本実施形態の高圧気体貯蔵施設Aの気密性評価方法の効果を説明する。なお、ここでは、気密性が確保されている貯槽3、すなわち気体の漏洩がない貯槽3に対し、本実施形態の気密性評価方法と従来の理想気体の状態方程式による気密性評価方法によってそれぞれ気密試験を行った結果を示す。   Next, the airtightness test of the storage tank 3 of the in-bed rock high-pressure gas storage facility A shown in FIGS. 1 to 3 is performed by the airtightness evaluation method of the present embodiment and the airtightness evaluation method by the conventional ideal gas equation of state, respectively. An example is shown, and the effect of the airtightness evaluation method for the high-pressure gas storage facility A of the present embodiment will be described. Here, for the storage tank 3 in which airtightness is ensured, that is, the storage tank 3 in which no gas leaks, the airtightness evaluation method of the present embodiment and the airtightness evaluation method based on the conventional ideal gas equation of state are respectively used. The result of the test is shown.

さらに、岩盤内高圧気体貯蔵施設Aを構築し、例えば天然ガスなどの貯蔵対象気体(貯蔵対象の流体)を貯槽3に貯蔵する前に貯槽3の気密性を評価する際や、運用後の岩盤内高圧気体貯蔵施設Aの定期点検時などに貯槽3の気密性を評価することなど想定して、貯蔵対象気体ではなく空気(既知流体)を貯槽3に貯蔵し、この空気を用いて貯槽3の気密性を評価することについて説明を行う。すなわち、実際に貯槽3に貯蔵する貯蔵対象の流体ではなく、可燃性ガスである天然ガスと異なり取扱いが容易で安全であるとともに圧縮係数Zの関数形が既知とされている空気を用いて貯槽3の気密性を評価することを一例として説明する。   Furthermore, when the high-pressure gas storage facility A in the rock is constructed, for example, when the gas to be stored (fluid to be stored) such as natural gas is stored in the storage tank 3, the airtightness of the storage tank 3 is evaluated. Assuming that the airtightness of the storage tank 3 is evaluated during periodic inspection of the internal high-pressure gas storage facility A, air (known fluid) is stored in the storage tank 3 instead of the storage target gas, and the storage tank 3 is used using this air. We will explain the evaluation of airtightness. That is, the storage tank is not a fluid to be actually stored in the storage tank 3 but air that is easy to handle and safe and has a known function form of the compression coefficient Z, unlike natural gas which is a combustible gas. The evaluation of the airtightness of 3 will be described as an example.

はじめに、貯槽3に高圧気体輸送用の配管から空気を送り、貯槽3内の圧力Pを20MPaまで上昇させるとともに、配管のバルブを閉じ遮断した状態(シャットイン)にし、貯槽3内の空気圧Pと空気温度Tの計測を開始する。   First, air is sent from the piping for high-pressure gas transportation to the storage tank 3, the pressure P in the storage tank 3 is increased to 20 MPa, the valve of the piping is closed and shut off (shut-in), and the air pressure P in the storage tank 3 is The measurement of the air temperature T is started.

ここで、図4は、シャットイン開始からシャットイン終了(配管のバルブを閉じた状態から検査を終えて配管のバルブを開放した状態)までの貯槽3内の圧力Pと温度Tを経時的に計測した結果を示している。そして、この図に示すように、シャットイン開始直前まで貯槽3内に圧縮空気を送ることで貯槽3内の温度Tは上昇し、シャットイン開始後の貯槽3内の温度Tは比較的高いが、時間経過とともに貯槽3外への熱伝導の影響で徐々に低下する。また、シャットイン中の圧力Pは、温度Tの低下とともに徐々に低下してゆく。なお、ここで示す温度Tは、貯槽3内の8つの温度計8で計測した温度Tの平均値であり、この貯槽3内の温度Tは、シャットイン直後に、対流などに起因して貯槽3下部の温度Tと貯槽3上部の温度Tに3℃程度の温度差が生じ、時間経過に従ってこの温度差が徐々に小さくなる。このため、平均温度が貯槽3全体の状態量を表す温度の代表値として誤差を生じる可能性があるため、貯槽3内の温度分布が定常状態に落ち着くまで計測を行うことが必要である。   Here, FIG. 4 shows the pressure P and temperature T in the storage tank 3 over time from the start of shut-in to the end of shut-in (the state where the valve of the pipe is closed and the valve of the pipe is opened). The measurement results are shown. And as shown in this figure, the temperature T in the storage tank 3 rises by sending compressed air in the storage tank 3 until just before the start of shut-in, and the temperature T in the storage tank 3 after the start of the shut-in is relatively high. It gradually decreases with the passage of time due to the effect of heat conduction outside the storage tank 3. Further, the pressure P during the shut-in gradually decreases as the temperature T decreases. The temperature T shown here is an average value of the temperatures T measured by the eight thermometers 8 in the storage tank 3, and the temperature T in the storage tank 3 is caused by convection immediately after shut-in. A temperature difference of about 3 ° C. occurs between the temperature T at the bottom of 3 and the temperature T at the top of the storage tank 3, and this temperature difference gradually decreases with time. For this reason, since an average temperature may cause an error as a representative value of the temperature representing the state quantity of the entire storage tank 3, it is necessary to perform measurement until the temperature distribution in the storage tank 3 settles to a steady state.

そして、このように計測した貯槽内圧力Pと貯槽内温度Tの計測値を用いて、貯槽3内の空気の1モル体積Vを求め、貯槽容積Vから貯槽3内の空気質量Mを算出し、この空気質量Mに時系列的な変動(経時的な減少)がないことをもって気密性が確保されていることを評価する。 Then, using the measurement value of the thus measured were storage tank pressure P and storage tank temperature T, but a first molar volume V of the air in the storage tank 3, the air mass M T in the reservoir 3 from the reservoir volume V T calculated to evaluate the airtightness with the absence time series variation (temporal decrease) is secured to the air mass M T.

このとき、本実施形態の気密性評価方法では、まず、本気密試験に用いた空気は、概ね窒素が79%、酸素が21%、窒素と酸素以外の成分が1%以下の組成からなる混合気体であるため、時系列的に計測した空気圧力Pの各計測値に対し、ダルトンの法則を適用して窒素の分圧PN2と酸素の分圧PO2を式(14)と式(15)から求める。なお、窒素と酸素以外の成分は微量であるためこの成分を無視している。 At this time, in the airtightness evaluation method according to the present embodiment, first, the air used in the airtightness test is a mixture of approximately 79% nitrogen, 21% oxygen, and 1% or less of components other than nitrogen and oxygen. Since it is a gas, Dalton's law is applied to each measured value of the air pressure P measured in time series, and the partial pressure P N2 of nitrogen and the partial pressure P O2 of oxygen are expressed by the equations (14) and (15 ) Note that components other than nitrogen and oxygen are negligible and are ignored.

Figure 0004874196
Figure 0004874196
Figure 0004874196
Figure 0004874196

そして、混合気体の圧力Pに換えて、窒素の分圧PN2と酸素の分圧PO2のそれぞれに対し、式(1)から式(13)を適用して窒素の貯槽内質量MT(N2)と酸素の貯槽内質量MT(O2)をそれぞれ算出する。このように算出した窒素の貯槽内質量MT(N2)と酸素の貯槽内質量MT(O2)を式(16)に示すように合計して空気の貯槽内質量Mを求め、空気の貯槽内質量Mの時間変化を求める。また、このとき、本実施形態では、貯槽3の内圧変動に応じた貯槽容積Vの変動を考慮して貯槽内空気質量Mを求めている。すなわち、光ファイバ9a、9b、9cや各種変位計10、11によって計測した計測値を用い、内圧が高くなることによる貯槽容積Vの時間変化を反映させており、式(12)から窒素と酸素の各成分の貯槽内モル数nを求め、式(13)から貯槽3内の窒素と酸素の質量MT(N2)、MT(O2)を求めて、式(16)により貯槽内空気質量Mを算出している。 Then, in place of the pressure P of the mixed gas, the equations (1) to (13) are applied to the nitrogen partial pressure P N2 and the oxygen partial pressure P O2 , respectively, so that the nitrogen storage mass M T ( N2) and oxygen storage mass M T (O2) are calculated respectively. The nitrogen storage mass M T (N2) and the oxygen storage mass M T (O2) calculated in this way are summed as shown in Equation (16) to obtain the air storage mass M T. determining the time change of the storage tank mass M T. At this time, in the present embodiment, the air mass M T in the storage tank is obtained in consideration of the change in the storage tank volume V T according to the internal pressure fluctuation of the storage tank 3. That is, the optical fiber 9a, 9b, using the measurement value measured by 9c and various displacement meter 10 and 11, and to reflect the time variation of the reservoir volume V T due to internal pressure increases, and nitrogen from the equation (12) The number of moles n in the storage tank of each component of oxygen is obtained, and the masses M T (N2) and M T (O2) of nitrogen and oxygen in the storage tank 3 are obtained from the equation (13). and calculates the mass M T.

Figure 0004874196
Figure 0004874196

図5は、4時間毎に圧力Pと温度Tを計測し、本実施形態の気密性評価方法で求めた貯槽内空気質量Mの時間変化を示している。そして、図5に示すように、シャットイン開始後、空気の対流の影響や貯槽3から岩盤Gへの熱伝導の影響などにより、貯槽3内の温度分布が定常状態になっていない間、貯槽内空気質量Mに変動が生じるが、ある程度時間が経過して貯槽3内の温度分布が定常状態になるとともに、貯槽内空気質量Mの変動がなくなる。すなわち、貯槽3内の温度分布が定常状態になっていない間、時間経過とともに貯槽内空気質量Mが減少する下降傾向が認められるが、貯槽3内の温度分布が定常状態になるとともにこの下降傾向がなくなる。 Figure 5 shows the measured pressure P and temperature T every 4 hours, the time variation of the reservoir within the air mass M T calculated in airtightness evaluation method of this embodiment. Then, as shown in FIG. 5, after the start of shut-in, the storage tank is maintained while the temperature distribution in the storage tank 3 is not in a steady state due to the influence of air convection or the effect of heat conduction from the storage tank 3 to the rock mass G. variation occurs in the inner air mass M T, but with the temperature distribution in the reservoir 3 and after some time a steady state, the variation of the reservoir within the air mass M T is eliminated. That is, while the temperature distribution in the storage tank 3 is not in the steady state, the storage tank air mass M T over time is observed downward tendency to decrease, this lowering the temperature distribution in the storage tank 3 is in a steady state The tendency disappears.

これにより、本実施形態の気密性評価方法においては、貯槽3内の温度分布が安定した後の圧力Pと温度Tの計測値を用いて算出した貯槽内空気質量Mの時間変化を捉えて、図5のように貯槽内空気質量Mの時間変化がない場合には、貯槽3の気密性が確保され、気体が漏洩していないと評価できる。また、貯槽3内の温度分布が安定した後も貯槽内空気質量Mが減少し続けて変動が確認された場合には、貯槽3から気体が漏洩すると評価できる。 Thereby, in the airtightness evaluation method of this embodiment, the time change of the air mass M T in the storage tank calculated using the measured values of the pressure P and the temperature T after the temperature distribution in the storage tank 3 is stabilized is captured. , when there is no temporal change in the storage tank air mass M T as shown in Figure 5, airtight reservoir 3 is secured, the gas can be evaluated not to be leaked. Also, if there is a change the temperature distribution in the reservoir 3 continues to decrease stable storage tank air mass M T even after it has been confirmed, it can be evaluated from the reservoir 3 and the gas is leaked.

一方、図6は、図5と同様の貯槽3内の圧力Pと温度Tの計測値を用い、従来の理想気体の状態方程式によって求めた貯槽内空気質量Mの時間変化を示している。なお、この従来法においてもダルトンの法則を適用し、式(14)と式(15)から窒素の分圧PN2と酸素の分圧PO2を求める。それを基に窒素と酸素のモル数nN2、nO2を理想気体を想定した式(17)と式(19)によってそれぞれ求め、窒素と酸素の貯槽内空気質量MT(N2)、MT(O2)をそれぞれ式(18)と式(20)によって求めている。この窒素の貯槽内質量MT(N2)、酸素の貯槽内質量MT(O2)を式(16)に代入して、理想気体の状態方程式による貯槽内空気質量Mを求めている。 On the other hand, FIG. 6 shows the time change of the air mass M T in the storage tank obtained by the conventional equation of state of ideal gas using measured values of the pressure P and temperature T in the storage tank 3 similar to FIG. Also in this conventional method, Dalton's law is applied, and the partial pressure P N2 of nitrogen and the partial pressure P O2 of oxygen are obtained from the equations (14) and (15). Based on this, the number of moles n N2 and n O2 of nitrogen and oxygen are obtained by the equations (17) and (19) assuming an ideal gas, respectively, and the air mass M T (N2) and M T in the nitrogen and oxygen storage tanks are obtained. (O2) is obtained by Equation (18) and Equation (20), respectively. The nitrogen storage tank mass M T (N2), oxygen storage tank mass M T (O2) into equation (16), seeking storage tank air mass M T by the ideal gas equation.

Figure 0004874196
Figure 0004874196
Figure 0004874196
Figure 0004874196
Figure 0004874196
Figure 0004874196
Figure 0004874196
Figure 0004874196

そして、この従来法では、図6に示すように、貯槽3内の温度分布が安定した後の圧力Pと温度Tの計測値を用いて算出した場合においても、貯槽3の気密性が確保されているにもかかわらず貯槽内空気質量Mが経時的に低下して変動が継続してしまい、気体の漏洩の有無を正確に評価できなくなってしまう。 And in this conventional method, as shown in FIG. 6, even when it calculates using the measured value of the pressure P and temperature T after the temperature distribution in the storage tank 3 was stabilized, the airtightness of the storage tank 3 is ensured. However, the air mass M T in the storage tank decreases with time and continues to fluctuate, making it impossible to accurately evaluate the presence or absence of gas leakage.

したがって、本実施形態の岩盤内高圧気体貯蔵施設Aの気密性評価方法(高圧流体貯蔵施設の密閉性評価方法)においては、貯槽3に貯蔵した気体(流体、実在流体)に応じた関数形の圧縮係数Zを導入し、気体圧力Pや気体温度Tに応じた非線形性を有する実在気体の状態方程式を用いることで、気体分子の大きさや気体分子間に作用する分子間力の影響を反映させて貯槽3内の気体質量Mを求めることができ、広範囲の圧力P及び温度Tに対して精度よく貯槽3内の気体質量Mを求めることができる。これにより、貯槽内気体質量Mの時系列的な変動を捉えることで、貯槽3の気密性を正確に評価することが可能になる。 Therefore, in the airtightness evaluation method (high-pressure fluid storage facility sealing property evaluation method) of the rock mass high-pressure gas storage facility A of the present embodiment, the function type according to the gas (fluid, real fluid) stored in the storage tank 3 is used. By introducing the compression coefficient Z and using the equation of state of the real gas with nonlinearity according to the gas pressure P and gas temperature T, the influence of the intermolecular force acting on the size of the gas molecules and the gas molecules is reflected. Te can be obtained a gas mass M T in the tank 3, it is possible to determine the gas mass M T accurately storage tank 3 over a wide range of pressure P and temperature T. Thus, by capturing the sequence variation when storage tank gas mass M T, it is possible to accurately evaluate the airtightness of the storage tank 3.

また、本実施形態のように、貯槽3の内圧変動に応じた貯槽容積Vの変動を考慮して貯槽内気体質量Mを求めることにより、すなわち、貯槽3の内圧変動に応じた貯槽容積Vの変動を時系列的に計測し、この貯槽容積Vの変動を実在気体の状態方程式に反映させることによって、より精度よく貯槽3内の気体質量Mを求めることができ、貯槽3の気密性をさらに正確に評価することが可能になる。 Also, as in the present embodiment, by determining the storage tank the gas mass M T taking into account the variation of the reservoir volume V T corresponding to the internal pressure change of the reservoir 3, i.e., the reservoir volume corresponding to pressure fluctuations in the reservoir 3 By measuring the variation of V T in time series and reflecting the variation of the storage tank volume V T in the state equation of the actual gas, the gas mass M T in the storage tank 3 can be obtained more accurately. It becomes possible to more accurately evaluate the airtightness of the.

さらに、岩盤内高圧気体貯蔵施設の貯蔵対象の気体(天然ガスなどの可燃性ガス)ではなく、別の圧縮係数Zの関数形が既知の気体(空気)を貯槽3に貯蔵し、この空気を用いて貯槽3の気密性を評価することによって、比較的安全且つ容易に貯槽3の気密性を評価することが可能になる。また、成分組成が不明な流体や圧縮係数Zの関数形が未知な流体を貯蔵する場合においても、圧縮係数Zの関数形が既知の気体(空気)を貯槽3に貯蔵し、この空気を用いて貯槽3の気密性を評価することによって貯槽3の密閉性を評価することが可能になる。   Furthermore, instead of the gas to be stored in the high-pressure gas storage facility in the rock mass (combustible gas such as natural gas), another gas (air) having a known function form of the compression coefficient Z is stored in the storage tank 3, and this air is stored. By using and evaluating the airtightness of the storage tank 3, it becomes possible to evaluate the airtightness of the storage tank 3 relatively safely and easily. Further, even when storing a fluid whose composition is unknown or a fluid whose compression coefficient Z is unknown, a gas (air) whose compression coefficient Z is known is stored in the storage tank 3 and this air is used. By evaluating the airtightness of the storage tank 3, it becomes possible to evaluate the sealing performance of the storage tank 3.

よって、本実施形態の岩盤内高圧気体貯蔵施設Aの気密性評価方法によれば、従来の理想気体の状態方程式を用いた評価方法と比較し、広範囲の圧力P及び温度Tに対して精度よく貯槽3内の気体質量Mを求めることができ、貯槽内気体質量Mの時系列的な変動を捉えることで、貯槽3の気密性を正確に評価することが可能になるため、貯槽3からの気体の漏洩の有無を正確に評価することが可能である。 Therefore, according to the airtightness evaluation method for the high-pressure gas storage facility A in the rock according to the present embodiment, compared with the conventional evaluation method using the ideal gas equation of state, the pressure P and the temperature T over a wide range are accurate. it is possible to obtain the gas mass M T in the reservoir 3, by capturing the sequence variation when storage tank gas mass M T, it becomes possible to accurately evaluate the airtightness of the reservoir 3, reservoir 3 It is possible to accurately evaluate the presence or absence of gas leakage from.

以上、本発明に係る高圧流体貯蔵施設の密閉性評価方法の実施形態について説明したが、本発明は上記の一実施形態に限定されるものではなく、その趣旨を逸脱しない範囲で適宜変更可能である。例えば、本実施形態では、高圧流体貯槽施設が岩盤内に構築される岩盤内高圧気体貯蔵施設Aであるものとして説明を行ったが、本発明に係る高圧流体貯蔵施設の密閉性評価方法は、高圧下で流体を貯蔵するあらゆる貯槽3の密閉性評価に適用することが可能であり、特に岩盤内高圧気体貯槽施設Aへの適用に限定する必要はない。   As mentioned above, although embodiment of the sealing evaluation method of the high pressure fluid storage facility concerning the present invention was described, the present invention is not limited to the above-mentioned one embodiment, and can be suitably changed in the range which does not deviate from the meaning. is there. For example, in the present embodiment, the high-pressure fluid storage tank facility has been described as the high-pressure gas storage facility A in the rock built in the rock, but the sealing evaluation method for the high-pressure fluid storage facility according to the present invention is as follows. The present invention can be applied to the evaluation of hermeticity of all storage tanks 3 that store fluid under high pressure, and is not particularly limited to application to the high-pressure gas storage tank facility A in the rock.

また、本実施形態では、貯槽3が気体(流体)を貯蔵するものとされ、この気体の気体質量Mの時間変化を捉えることで貯槽3の気密性を評価することについて説明を行ったが、本発明に係る高圧流体貯蔵施設の密閉性評価方法は、高圧気体貯蔵施設の気密性評価への適用に限定されるものではなく、式(1)〜式(13)を用い本実施形態と同様にして、高圧下で貯蔵した液体(流体)や、さらに気−液の相境界のない臨界状態の流体まで広範囲に適用可能である。 Further, in this embodiment, it is assumed to tank 3 to store the gas (fluid) has been described for evaluating the tightness of the reservoir 3 by capturing the temporal change in gas mass M T of the gas The method for evaluating the tightness of the high-pressure fluid storage facility according to the present invention is not limited to the application to the hermeticity evaluation of the high-pressure gas storage facility, and the present embodiment uses Formula (1) to Formula (13). Similarly, the present invention can be widely applied to liquids (fluids) stored under high pressure and fluids in a critical state having no gas-liquid phase boundary.

さらに、本実施形態では、貯槽3の密閉性を評価するにあたり、高圧流体貯蔵施設の貯蔵対象の流体(岩盤内高圧気体貯槽施設Aの天然ガスなどの貯蔵対象の気体)ではなく、圧縮係数Zの関数形が既知の流体(空気)を貯槽3に貯蔵して密閉性評価を行うものとしたが、貯蔵対象の流体の流体質量Mを求め、この貯蔵対象の流体質量Mの時間変化を捉えるようにしても、勿論、本実施形態と同様に貯槽3の密閉性評価を行うことが可能である。また、貯蔵対象の流体ではなく既知流体を用いるとしても、この既知流体を空気に限定する必要はない。 Furthermore, in this embodiment, in evaluating the sealing property of the storage tank 3, not the fluid to be stored in the high-pressure fluid storage facility (the gas to be stored such as natural gas in the high-pressure gas storage facility A in the rock mass) but the compression coefficient Z of but functional form is assumed to perform tightness evaluation stored known fluid (air) to the storage tank 3, obtains the fluid mass M T of the fluid storage target, time change of the fluid mass M T of the storage target Of course, the sealing performance of the storage tank 3 can be evaluated in the same manner as in the present embodiment. Further, even if a known fluid is used instead of the fluid to be stored, the known fluid need not be limited to air.

また、本実施形態では、窒素と酸素と他の微量成分からなる混合気体の空気を用いて貯槽の密閉性評価を行う際に、ダルトンの法則を適用して窒素の分圧PN2と酸素の分圧PO2を式(14)と式(15)から求め、混合気体の圧力Pに換えて、窒素の分圧PN2と酸素の分圧PO2のそれぞれに対し、式(1)から式(13)を適用して窒素の貯槽内質量MT(N2)と酸素の貯槽内質量MT(O2)をそれぞれ算出し、これらを合算して(式(16))貯槽内空気質量Mを算出し、この貯槽内空気質量Mの時間変化を捉えて貯槽3の気密性を評価するものとしたが、このように混合流体を貯槽3に貯蔵して密閉性評価を行う際には、混合流体を構成する一成分の貯槽内質量(例えば窒素の貯槽内質量MT(N2))を算出し、この一成分の貯槽内質量の時間変化を捉えて貯槽3の密閉性を評価するようにしてもよい。 Moreover, in this embodiment, when performing airtightness evaluation of a storage tank using the air of the mixed gas which consists of nitrogen, oxygen, and another trace component, Dalton's law is applied and nitrogen partial pressure PN2 and oxygen of The partial pressure P O2 is obtained from the equations (14) and (15), and instead of the mixed gas pressure P, the partial pressure P N2 of nitrogen and the partial pressure P O2 of oxygen are respectively calculated from the equations (1) to (1). storage tank mass (13) is applied to the nitrogen M T (N2) and oxygen storage tank mass M T a (O2) were calculated, and summing these (equation (16)) storage tank air mass M T is calculated, it is assumed that evaluates the airtightness of the storage tank 3 captures the time variation of the reservoir within the air mass M T, when performing sealing assessment and stored in this way the fluid mixture in the reservoir 3 , And calculate the mass in the reservoir of one component constituting the mixed fluid (for example, the mass M T (N2) in the nitrogen reservoir ) The sealing property of the storage tank 3 may be evaluated by grasping the time change of the mass of the one-component storage tank.

本発明の一実施形態に係る高圧流体貯槽施設(岩盤内高圧気体貯蔵施設)を示す図である。It is a figure which shows the high pressure fluid storage tank facility (high-pressure gas storage facility in bedrock) which concerns on one Embodiment of this invention. 本発明の一実施形態に係る高圧流体貯槽施設(岩盤内高圧気体貯蔵施設)の平断面図である。It is a plane sectional view of the high-pressure fluid storage tank facility (high-pressure gas storage facility in bedrock) concerning one embodiment of the present invention. 本発明の一実施形態に係る高圧流体貯槽施設(岩盤内高圧気体貯蔵施設)の縦断面図である。It is a longitudinal cross-sectional view of the high-pressure fluid storage tank facility (high-pressure gas storage facility in bedrock) concerning one embodiment of the present invention. 貯槽内圧力と温度の時間変化を示す図である。It is a figure which shows the time change of the pressure in a storage tank, and temperature. 本発明の一実施形態に係る高圧流体貯槽施設の密閉性評価方法を用いて算出した貯槽内空気質量の時間変化を示す図である。It is a figure which shows the time change of the air mass in a storage tank calculated using the sealing performance evaluation method of the high pressure fluid storage tank facility which concerns on one Embodiment of this invention. 従来の密閉性評価方法を用いて算出した貯槽内空気質量の時間変化を示す図である。It is a figure which shows the time change of the air mass in a storage tank computed using the conventional sealing evaluation method.

符号の説明Explanation of symbols

1 ライニング材(気密材)
2 裏込め材
3 貯槽
4 アクセストンネル
5 耐圧プラグ
6 マンホール
7 圧力計
8 温度計
9a 光ファイバ
9b 光ファイバ
9c 光ファイバ
10 貯槽内空変位計
11 岩盤変位計
12 マンホール相対変位計
13 耐圧プラグ絶対変位計
A 岩盤内高圧気体貯蔵施設(高圧流体貯蔵施設)
G 岩盤
1 Lining material (airtight material)
2 Backfill 3 Storage tank 4 Access tunnel 5 Pressure plug 6 Manhole 7 Pressure gauge 8 Thermometer 9a Optical fiber 9b Optical fiber 9c Optical fiber 10 Air displacement meter 11 in the storage tank 11 Rock displacement meter 12 Manhole relative displacement meter 13 Pressure plug absolute displacement meter A High pressure gas storage facility in rock (high pressure fluid storage facility)
G bedrock

Claims (3)

流体を高圧下で貯蔵する高圧流体貯蔵施設の貯槽の密閉性を評価する方法であって、
前記流体の対臨界圧力と対臨界温度の関数形で表される圧縮係数を導入した流体の状態方程式を適用して、時系列的に計測した少なくとも前記貯槽内の流体圧力と流体温度を基に前記貯槽内の流体質量を求め、該貯槽内流体質量の時系列的な変動を捉えることで前記貯槽の密閉性を評価することを特徴とする高圧流体貯蔵施設の密閉性評価方法。
A method for evaluating the tightness of a storage tank of a high-pressure fluid storage facility for storing fluid under high pressure,
Based on at least the fluid pressure and the fluid temperature in the storage tank measured in time series by applying a fluid equation of state that introduces a compression coefficient represented by a function form of the fluid critical pressure and the critical temperature. A method for evaluating the sealability of a high-pressure fluid storage facility, wherein the fluid mass in the storage tank is obtained, and the hermeticity of the storage tank is evaluated by capturing time-series fluctuations in the fluid mass in the storage tank.
請求項1記載の高圧流体貯蔵施設の密閉性評価方法において、
前記貯槽の内圧変動に応じた貯槽容積の変動を反映させて前記貯槽内流体質量を求めることを特徴とする高圧流体貯蔵施設の密閉性評価方法。
In the high-pressure fluid storage facility sealing evaluation method according to claim 1,
A method for evaluating the sealing property of a high-pressure fluid storage facility, wherein the mass of the fluid in the storage tank is obtained by reflecting a change in the storage tank volume according to the internal pressure fluctuation of the storage tank.
請求項1または請求項2に記載の高圧流体貯蔵施設の密閉性評価方法において、
前記高圧流体貯蔵施設の貯蔵対象の流体ではなく、前記圧縮係数の関数形が既知の流体を前記貯槽に貯蔵し、該既知流体を用いて前記貯槽の密閉性を評価することを特徴とする高圧流体貯蔵施設の密閉性評価方法。
In the sealing evaluation method of the high-pressure fluid storage facility according to claim 1 or 2,
The high-pressure fluid storage facility stores not a fluid to be stored, but a fluid having a known function form of the compression coefficient in the storage tank, and uses the known fluid to evaluate the sealing performance of the storage tank. Method for evaluating the tightness of fluid storage facilities.
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