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JP4720192B2 - Ultrasonic flow measurement method - Google Patents
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JP4720192B2 - Ultrasonic flow measurement method - Google Patents

Ultrasonic flow measurement method Download PDF

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JP4720192B2
JP4720192B2 JP2005015127A JP2005015127A JP4720192B2 JP 4720192 B2 JP4720192 B2 JP 4720192B2 JP 2005015127 A JP2005015127 A JP 2005015127A JP 2005015127 A JP2005015127 A JP 2005015127A JP 4720192 B2 JP4720192 B2 JP 4720192B2
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ultrasonic
pipe
fluid
flow velocity
flow rate
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JP2006201102A (en
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治嗣 森
健一 手塚
武志 鈴木
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Tokyo Electric Power Co Holdings Inc
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本発明は、高低差を伴う傾斜配管内を流れる流体の流速分布および流量を測定する流量測定技術に係り、特に、水力発電所等の水圧鉄管のように、高低差を伴う傾斜配管内を流れる流体の流量分布および流量を計測する超音波流量計測方法に関する。   The present invention relates to a flow rate measurement technique for measuring the flow velocity distribution and flow rate of a fluid flowing in an inclined pipe with a height difference, and in particular, flows in an inclined pipe with a height difference, such as a hydraulic iron pipe in a hydropower station or the like. The present invention relates to an ultrasonic flow rate measuring method for measuring a flow rate distribution and a flow rate of a fluid.

従来、配管内を流れる流体の流量を測定する流量計として、特開2000−97742号公報(特許文献1)に示されるように、被測定流体に超音波を照射し、超音波のドップラシフトを利用して流体の流速分布を測定し、流量を計測するドップラ式超音波流量計と、特開2003−344131号公報(特許文献2)に示されるように、流体中に含まれる反射体からの反射した超音波エコー信号の時間変化から相関法を利用して流体の流速分布および流量を計測する相関式超音波流量計とがある。   Conventionally, as a flowmeter for measuring the flow rate of a fluid flowing in a pipe, as shown in Japanese Patent Laid-Open No. 2000-97742 (Patent Document 1), an ultrasonic wave is irradiated to a fluid to be measured, and an ultrasonic Doppler shift is performed. The Doppler type ultrasonic flowmeter that measures the flow velocity distribution of the fluid using the flow rate and measures the flow rate, and as shown in Japanese Patent Laid-Open No. 2003-344131 (Patent Document 2), from the reflector included in the fluid There is a correlation type ultrasonic flowmeter that measures the flow velocity distribution and flow rate of a fluid by using a correlation method from a time change of a reflected ultrasonic echo signal.

従来の超音波流量計は、被測定流体中に存在する反射体により反射した超音波エコー信号を受信して流体の流速分布を測定し、この流速分布から流量を計測している。流体の流量を計測するためには、被測定流体中に十分な量の反射体が存在することが必要となる。   A conventional ultrasonic flowmeter receives an ultrasonic echo signal reflected by a reflector existing in a fluid to be measured, measures a flow velocity distribution of the fluid, and measures a flow rate from the flow velocity distribution. In order to measure the flow rate of the fluid, it is necessary that a sufficient amount of reflectors exist in the fluid to be measured.

被測定流体中に十分な反射体が存在しない場合には、特開平8−62007号公報(引用文献3)に示されるように、ポンプを使って流体に気体を反射体として直接的に注入することにより、また、特開平6−294670号公報(特許文献4)に記載されたように、超音波反射器により被測定流体中にキャビテーションによる気泡を発生させ、生じた気泡による反射体を供給している。   If there is not enough reflector in the fluid to be measured, as shown in Japanese Patent Laid-Open No. 8-62007 (Cited document 3), a gas is directly injected into the fluid as a reflector using a pump. Accordingly, as described in JP-A-6-294670 (Patent Document 4), bubbles due to cavitation are generated in the fluid to be measured by the ultrasonic reflector, and a reflector made of the generated bubbles is supplied. ing.

従来の超音波流量計を水力発電所、揚水発電所等に用いて、高低差のある傾斜配管(水圧鉄管)内を流れる流体の流速分布を測定し、流量を計測しようとすると、傾斜配管は山腹の斜面に設置されるため、傾斜配管内を流れる流体の流速分布および流量を計測する必要が生じる。従来の超音波流量計では高低差に起因する流体の圧力差により、流体の流速分布や流量を正確に精度よく測定することができない問題があった。
特開2000−97742号公報 特開2003−344131号公報 特開平8−62007号公報 特開平6−294670号公報
Using a conventional ultrasonic flowmeter at a hydroelectric power plant, a pumped-storage power plant, etc., measuring the flow velocity distribution of the fluid flowing in an inclined pipe (hydraulic iron pipe) with a difference in height, and trying to measure the flow rate, Since it is installed on the slope of the mountainside, it is necessary to measure the flow velocity distribution and the flow rate of the fluid flowing in the inclined pipe. The conventional ultrasonic flowmeter has a problem that the flow velocity distribution and flow rate of the fluid cannot be measured accurately and accurately due to the pressure difference of the fluid due to the height difference.
JP 2000-97742 A JP 2003-344131 A JP-A-8-62007 JP-A-6-294670

水力発電所等における配管(水圧鉄管)内を流れる流体の流速分布や流量を計測する場合、傾斜配管は山腹の斜面に沿って設置されるため、傾斜した配管の途中に超音波流量計を設置し、超音波流量計の上流側から反射体を構成する気泡を供給しようとすると、気泡供給部位と流量計測部位との高低差は、流体の圧力差となって表われ、供給された気泡を小さくするように働く。その結果、気泡供給部位で供給された気泡は、流量計測定部位では、小さくなり、反射体である気泡の流体に対する体積比[一定量の気泡を含む流体中における気泡の占める体積が流体全体中における体積比率(割合)]も小さくなる。   When measuring the flow velocity distribution and flow rate of fluid flowing in a pipe (hydraulic iron pipe) in a hydropower plant, etc., an inclined pipe is installed along the slope of the mountainside, so an ultrasonic flow meter is installed in the middle of the inclined pipe. However, when an attempt is made to supply the bubbles constituting the reflector from the upstream side of the ultrasonic flowmeter, the difference in level between the bubble supply site and the flow rate measurement site appears as a pressure difference of the fluid. Work to make it smaller. As a result, the bubble supplied at the bubble supply site becomes small at the flowmeter measurement site, and the volume ratio of the bubble as a reflector to the fluid [the volume occupied by the bubble in the fluid containing a certain amount of bubbles is in the whole fluid. The volume ratio (ratio)] is also reduced.

高低差に沿って配設される傾斜配管内を流れる流体内において、気泡1は、図6に示されるように作用する。気泡1は、流体の流速Va(傾斜配管2の軸方向における流体の流速)に沿って流れるとともに、浮力による垂直方向の上昇速度Vbが発生する。このため、実際の気泡1の流体は速度ベクトルVtとなり、結果的には超音波流速計で計測される流体の流速はVとなって表われ、流体の実際の流速Vaとは異なる。超音波流量計で気泡1を反射体とした超音波反射エコーから流体の流速を測定すると、浮力による気泡の運動のため、測定誤差を生じ、正確な流体の流速分布を測定することが困難であった。   Bubbles 1 act as shown in FIG. 6 in the fluid flowing in the inclined pipes arranged along the height difference. The bubble 1 flows along the fluid flow velocity Va (the fluid flow velocity in the axial direction of the inclined pipe 2), and a vertical rising velocity Vb is generated by buoyancy. For this reason, the fluid of the actual bubble 1 becomes the velocity vector Vt. As a result, the fluid flow velocity measured by the ultrasonic velocimeter appears as V, which is different from the actual fluid flow velocity Va. When measuring the flow velocity of the fluid from the ultrasonic reflection echo using the bubble 1 as a reflector with an ultrasonic flowmeter, it is difficult to measure the accurate flow velocity distribution of the fluid due to the movement of the bubbles due to buoyancy. there were.

また、気泡供給部位から傾斜配管内に十分な気泡を供給したつもりでも、実際の流量測定部位においては、反射体である気泡が流速分布や流量の計測に適した大きさ、体積密度となっていない場合が生じ、超音波流速計で傾斜配管内を流れる流体の流速分布や流量を正確に精度よく測定することが困難である場合があった。   In addition, even if we intend to supply enough bubbles from the bubble supply site into the inclined pipe, the bubbles that are reflectors have a size and volume density suitable for measuring flow velocity distribution and flow rate in the actual flow rate measurement site. In some cases, it was difficult to accurately and accurately measure the flow velocity distribution and flow rate of the fluid flowing in the inclined pipe with an ultrasonic anemometer.

本発明は、上述した事情を考慮してなされたもので、流体の流速への気泡の浮力による影響を補正し、気泡供給部位と流量計測部位との間に高低差に起因する流体の圧力差がある場合にも、傾斜配管内を流れる流体の流速分布および流量を正確に精度よく精密に測定することができる超音波流量計測方法を提供することを目的とする。   The present invention has been made in consideration of the above-described circumstances, corrects the influence of bubble buoyancy on the fluid flow velocity, and determines the pressure difference of the fluid due to the height difference between the bubble supply site and the flow rate measurement site. It is an object of the present invention to provide an ultrasonic flow rate measuring method capable of accurately and accurately measuring the flow velocity distribution and the flow rate of a fluid flowing in an inclined pipe even when there is a gas flow.

本発明者は、高低差を伴う傾斜配管内を流れる流体の流速分布および流量の計測実験を重ねていくうちに、傾斜配管内を流れる流体に、超音波流量計から超音波を複数の測定線に沿って発信し、発信された超音波が傾斜配管内を流れる流体内に照射され、流体中に含まれる気泡の反射体から反射した超音波エコーを検出して複数の測定線から得られた流速を連立させて処理することで、浮力に起因する流体の減速成分を抽出できることを知見し、気泡の浮上運動による流速への影響を補正し、傾斜配管内を流れる流体の流速分布を正確に精度よく測定して高精度な超音波流量計測が可能であることを見出し、本発明を完成させたものである。   The present inventor, while repeating measurement experiments of the flow velocity distribution and the flow rate of the fluid flowing in the inclined pipe with a difference in height, applies a plurality of measurement lines from the ultrasonic flowmeter to the fluid flowing in the inclined pipe. Obtained from multiple measurement lines by detecting the ultrasonic echo reflected from the reflector of the bubbles contained in the fluid. By knowing that the fluid deceleration component due to buoyancy can be extracted by processing with simultaneous flow velocities, the effect on the flow velocities caused by the buoyancy of bubbles is corrected, and the flow velocity distribution of the fluid flowing in the inclined pipe is accurately determined. The present invention has been completed by finding that high-accuracy ultrasonic flow measurement is possible by measuring with high accuracy.

本発明に係る超音波流量計測方法は、上述した課題を解決するために、請求項1に記載したように、高低差に沿って傾斜する配管内を流れる流体の流速分布および流量を超音波を用いて計測する方法において、超音波流量計の上流側に設けた気泡供給手段により前記傾斜配管内を流れる流体に気泡を供給するステップと、前記気泡が供給された流体の流速分布を計測するために、前記傾斜配管内を流れる流体に前記超音波流量計から超音波を、複数の測定線に沿って発信させる超音波発信ステップと、発信された超音波が傾斜配管内を流れる流体に照射され、この流体中に含まれる気泡の反射体により反射された超音波エコーを受信して信号処理し、前記傾斜配管内を流れる流体の前記複数の測定線における流速分布を測定し、流量を計測する流速分布・流量計測ステップとを有し、前記流速分布・流量計測定ステップでは、前記複数の測定線における流速分布を用いて、傾斜配管内を流れる流体中における気泡の浮上運動による流速への影響を補正する方法である。 In order to solve the above-described problem, an ultrasonic flow rate measuring method according to the present invention uses ultrasonic waves to calculate the flow velocity distribution and flow rate of a fluid flowing in a pipe inclined along a height difference. In the measuring method using the method, the step of supplying bubbles to the fluid flowing in the inclined pipe by the bubble supplying means provided on the upstream side of the ultrasonic flowmeter, and the flow velocity distribution of the fluid supplied with the bubbles are measured. In addition, an ultrasonic transmission step for transmitting ultrasonic waves from the ultrasonic flowmeter to the fluid flowing in the inclined pipe along a plurality of measurement lines, and the transmitted ultrasonic waves are applied to the fluid flowing in the inclined pipe. The ultrasonic echo reflected by the reflector of the bubbles contained in the fluid is received and signal-processed, the flow velocity distribution in the plurality of measurement lines of the fluid flowing in the inclined pipe is measured, and the flow rate is measured. And a flow velocity distribution, the flow rate measuring step, in the flow velocity distribution, the flow meter measurement step, using a flow rate distribution in the plurality of measuring lines, the influence of the flow rate by floating movement of the bubbles in the fluid flowing through the inclined pipe Is a method of correcting the above.

また、上述した課題を解決するために、本発明に係る超音波流量計測方法は、請求項2に記載したように、前記流速分布・流量計測定ステップでは、前記複数の測定線における流速分布に関して、各測定線上における配管中心から等しい距離における流速に関する式を連立させることにより、前記傾斜配管内を流れる流体中における気泡の浮上運動による流速への影響を補正する方法である。 In order to solve the above-described problem, the ultrasonic flow rate measurement method according to the present invention includes a flow rate distribution / flow meter measurement step in which the flow rate distribution in the plurality of measurement lines is as described in claim 2. This is a method of correcting the influence on the flow velocity due to the rising motion of bubbles in the fluid flowing in the inclined pipe by making simultaneous the equations relating to the flow speed at the same distance from the pipe center on each measurement line.

さらに、上述した課題を解決するために、本発明に係る超音波流量計測方法は、請求項3に記載したように、前記超音波発信ステップでは、超音波流量計の複数の超音波トランスデューサから発信される超音波の測定線を複数本備え、少なくとも1つの測定線は、傾斜配管に中心角ゼロ角で管軸方向に垂直に取り付けられた超音波トランスデューサで形成する方法であり、また、請求項4に記載したように、前記気泡供給手段は、配管内を流れる流体に、超音波流量計の上流側に配管内径の10倍以上離れた位置で気泡を供給する方法である。 Furthermore, in order to solve the above-described problem, an ultrasonic flow rate measuring method according to the present invention is transmitted from a plurality of ultrasonic transducers of an ultrasonic flow meter in the ultrasonic transmission step as described in claim 3. comprising a plurality of ultrasonic measurement lines being, at least one measurement line, a method of forming an ultrasonic transducer mounted perpendicular to the tube axis direction at the center angle zero angle to the inclined pipe, also claim As described in 4 , the bubble supply means is a method for supplying bubbles to the fluid flowing in the pipe at a position separated by 10 times or more of the pipe inner diameter on the upstream side of the ultrasonic flowmeter.

本発明に係る超音波流量計測方法においては、複数の測定線に沿う流体の流速を連立させて処理することで、気泡の浮上運動による流速への影響を補正し、傾斜配管内を流れる流体の流速分布を正確に精度よく、しかも、タイムリに測定し、高精度な超音波流量計測を可能とし、気泡供給部位と流量計測部位との間に、高低差に起因する流体の圧力差がある場合にも、高低差のある傾斜配管内を流れる流体の流速分布および流量を正確かつ高精度に計測することができる。   In the ultrasonic flow rate measurement method according to the present invention, the flow velocity of the fluid along a plurality of measurement lines is processed in parallel, thereby correcting the influence on the flow velocity due to the rising motion of the bubbles, and the flow of the fluid flowing in the inclined pipe. When the flow velocity distribution is measured accurately and in a timely manner to enable high-accuracy ultrasonic flow measurement, and there is a fluid pressure difference due to the height difference between the bubble supply part and the flow measurement part. In addition, it is possible to accurately and accurately measure the flow velocity distribution and the flow rate of the fluid flowing in the inclined pipe having the height difference.

本発明に係る超音波流量計測方法の実施形態について添付図面を参照して説明する。   An embodiment of an ultrasonic flow rate measuring method according to the present invention will be described with reference to the accompanying drawings.

図1は本発明に係る超音波流量計測方法を実施する超音波流量計測装置10を水力発電所11に適用した例を簡略的に示す構成図である。   FIG. 1 is a configuration diagram schematically showing an example in which an ultrasonic flow rate measuring apparatus 10 that implements an ultrasonic flow rate measuring method according to the present invention is applied to a hydroelectric power station 11.

水力発電所11は、貯水庭である水槽12と放水庭13とを水圧鉄管等の配管14で接続している。配管14は、山の傾斜面に敷設され、高低差に沿って傾斜している部分を備える。   The hydroelectric power plant 11 connects a water tank 12 that is a water storage garden and a water discharge garden 13 by a pipe 14 such as a hydraulic iron pipe. The pipe 14 is laid on an inclined surface of a mountain and includes a portion that is inclined along a height difference.

配管14の途中には、配管14内を流れる流体の流速分布および流量を測定する複数の超音波流量計15(15a,15b)、配管14の開閉を制御する弁装置16および水車17が順次設けられる。   In the middle of the pipe 14, a plurality of ultrasonic flow meters 15 (15 a, 15 b) that measure the flow velocity distribution and flow rate of the fluid flowing in the pipe 14, a valve device 16 that controls the opening / closing of the pipe 14, and a water wheel 17 are sequentially provided. It is done.

水車17は、発電機18に機械的に接続され、水車17の回転駆動力を発電機18に伝達している。発電機18は、河川水等の流体により回転した水車17の運動エネルギを電気エネルギに変換しており、発電機18によって発電された電力は、遮断機20、変圧器21および開閉設備22を介して送電系統23に送られる。   The turbine 17 is mechanically connected to the generator 18 and transmits the rotational driving force of the turbine 17 to the generator 18. The generator 18 converts the kinetic energy of the water turbine 17 rotated by a fluid such as river water into electrical energy, and the electric power generated by the generator 18 passes through the circuit breaker 20, the transformer 21, and the switchgear 22. To the power transmission system 23.

水車17の上流側に設けられた弁装置16は、主弁25とこの主弁25をバイパスするバイパス弁26とから構成される。水圧鉄管である配管14は、水槽12から弁装置16までの傾斜配管である上流側水圧鉄管27aと、弁装置16から水車17までの(中間)水圧鉄管27bと、水車17から放水庭13までの下流側水圧鉄管27cとに分けられる。   The valve device 16 provided on the upstream side of the water turbine 17 includes a main valve 25 and a bypass valve 26 that bypasses the main valve 25. The pipe 14 that is a hydraulic iron pipe includes an upstream hydraulic iron pipe 27 a that is an inclined pipe from the water tank 12 to the valve device 16, an (intermediate) hydraulic iron pipe 27 b from the valve device 16 to the water wheel 17, and from the water wheel 17 to the water discharge garden 13. And the downstream side hydraulic iron pipe 27c.

水槽12から上流側水圧鉄管27aによって導かれた河川水等の流体aは弁装置16から水圧鉄管27bを通って水車17に案内され、この水車17を回転駆動させる。水車17を回転させた流体は、続いて下流側水圧鉄管27cを通って放水庭13に放水される。   The fluid a such as river water guided from the water tank 12 by the upstream hydraulic iron pipe 27a is guided from the valve device 16 through the hydraulic iron pipe 27b to the water turbine 17 to rotate the water turbine 17. The fluid that has rotated the water turbine 17 is then discharged into the water discharge garden 13 through the downstream hydraulic iron pipe 27c.

また、水力発電所11においては、上流側水圧鉄管27aの任意の部位に複数、例えば2個の超音波流量計15が設けられる。傾斜配管である上流側水圧鉄管27aを流れる流体は、ほぼ層流を形成し、弁装置−水車間の水圧鉄管27bや下流側水圧鉄管27cを流れる流体に比べ、流れが乱れていないためである。超音波流量計15の上流側に気泡発生手段を兼ねる気泡供給手段30が設置され、この気泡供給手段30と超音波流量計15a,15bとから超音波流量計測装置10が構成される。   Moreover, in the hydroelectric power station 11, a plurality of, for example, two ultrasonic flow meters 15 are provided at any part of the upstream hydraulic iron pipe 27a. This is because the fluid flowing through the upstream hydraulic iron pipe 27a, which is an inclined pipe, forms a substantially laminar flow, and the flow is not disturbed compared to the fluid flowing through the hydraulic iron pipe 27b between the valve device and the turbine and the downstream hydraulic iron pipe 27c. . A bubble supplying means 30 that also serves as a bubble generating means is installed on the upstream side of the ultrasonic flow meter 15, and the ultrasonic flow measuring device 10 is constituted by the bubble supplying means 30 and the ultrasonic flow meters 15a and 15b.

上流側水圧鉄管27aにおける超音波流量計15(15a,15b)の設置位置は、気泡供給個所である水槽12と上流側水圧鉄管27aとの取合いから、上流側水圧鉄管27aの配管14の直径、例えば内径の10倍以上離れていることが好ましい。配管14は、1mφから数mφの配管直径のものが適宜選択されて使用される。   The installation position of the ultrasonic flowmeter 15 (15a, 15b) in the upstream side hydraulic iron pipe 27a is determined by the diameter of the pipe 14 of the upstream side hydraulic iron pipe 27a from the relationship between the water tank 12 and the upstream side hydraulic iron pipe 27a, which are bubble supply locations. For example, it is preferable that the distance is 10 times or more of the inner diameter. The pipe 14 having a pipe diameter of 1 mφ to several mφ is appropriately selected and used.

気泡供給手段30を超音波流量計15より上流側に配管直径の10倍以上離間させて設置することにより、気泡供給手段30から供給される気泡が上流側水圧鉄管27aの配管14内で均一に分散し、層流状態となって精密な流体の流量計測に適する条件に超音波流量計測装置10をセットすることができる。   By installing the bubble supply means 30 on the upstream side of the ultrasonic flowmeter 15 so as to be separated from the pipe diameter by 10 times or more, the bubbles supplied from the bubble supply means 30 are uniformly distributed in the pipe 14 of the upstream hydraulic iron pipe 27a. The ultrasonic flow rate measuring device 10 can be set under conditions suitable for precise fluid flow rate measurement in a dispersed and laminar state.

気泡供給手段30は、図1および図2に示すように、水槽12の取水口付近に設けられる。気泡供給手段30は、水槽12に貯溜された河川水等の流体bを循環させる循環配管31に流体ポンプ32とこのポンプ吐出側に気液混合手段としてのベンチュリ管33とが設けられ、ベンチュリ管33の下流側は、循環配管31の戻り配管31bが、配管14と水槽12の取合い部である取水口を臨むように開口している。ベンチュリ管33のくびれ部には気体注入手段34からの気体注入管35が臨み、開口している。   As shown in FIGS. 1 and 2, the bubble supply means 30 is provided in the vicinity of the water intake of the water tank 12. The bubble supply means 30 is provided with a fluid pump 32 in a circulation pipe 31 for circulating a fluid b such as river water stored in the water tank 12, and a venturi pipe 33 as a gas-liquid mixing means on the pump discharge side. On the downstream side of 33, the return pipe 31 b of the circulation pipe 31 is opened so as to face the water intake port that is the connection portion between the pipe 14 and the water tank 12. A gas injection pipe 35 from the gas injection means 34 faces the constricted portion of the venturi pipe 33 and opens.

流体ポンプ32は、水槽12に貯溜されている河川水等の流体bを汲み上げ、ベンチュリ管33に導く。ベンチュリ管33は、流体ポンプ32からのポンプ吐出量に応じたエゼクタ作用により気体注入手段34からの気体cが積極的に吸い出される。この気体cが流体bに混合されて気泡を含む流体dとなる。気体注入手段34はエアポンプ等の気体ポンプで構成し、ベンチュリ管33に気体を積極的に供給させるようにしてもよい。   The fluid pump 32 pumps up the fluid b such as river water stored in the water tank 12 and guides it to the venturi pipe 33. The venturi pipe 33 actively sucks out the gas c from the gas injection means 34 by the ejector action corresponding to the pump discharge amount from the fluid pump 32. This gas c is mixed with the fluid b to become a fluid d containing bubbles. The gas injection means 34 may be constituted by a gas pump such as an air pump so that the gas is positively supplied to the venturi 33.

気泡供給手段30は、気液混合手段であるベンチュリ管33における気体混合量と流体ポンプ32のポンプ吐出量を調節制御して戻り管31bから、水槽12と上流側水圧鉄管27aの取合い部近傍へ放出される気泡の大きさおよび体積比を調整している。   The bubble supply means 30 adjusts and controls the gas mixing amount in the venturi pipe 33 which is a gas-liquid mixing means and the pump discharge amount of the fluid pump 32, and from the return pipe 31b to the vicinity of the joint between the water tank 12 and the upstream hydraulic iron pipe 27a. The size and volume ratio of the bubbles to be discharged are adjusted.

具体的には、流体ポンプ32のポンプ吐出量を一定として気体注入手段34からの気体混合量(気体注入量)を増加させると、気泡の大きさが大きくなり体積比も大きくなる。一方、気体混合量(気体注入量)を一定にしてポンプ吐出量を増加させると、気泡は小さく、体積比も小さくなる。ベンチュリ管33における気体混合量の制御は、気体注入手段34における注入圧力を変化させることにより行なわれる。   Specifically, when the amount of gas mixture (gas injection amount) from the gas injection means 34 is increased while the pump discharge amount of the fluid pump 32 is kept constant, the size of the bubbles increases and the volume ratio also increases. On the other hand, if the pumping amount is increased while keeping the gas mixture amount (gas injection amount) constant, the bubbles are small and the volume ratio is also small. Control of the gas mixing amount in the venturi tube 33 is performed by changing the injection pressure in the gas injection means 34.

気泡供給手段30により発生する気泡の大きさは、目視により確認する。具体的にはスケールの入った容器で試験的に気泡を発生させ、気体注入手段34の注入圧力および流体ポンプ32のポンプ吐出量と、目視による気泡の大きさの関係をテーブル等として予め記録しておき、この関係テーブルを用いて流体の流量計測時の制御を行なうことが好ましい。   The size of the bubbles generated by the bubble supply means 30 is confirmed visually. Specifically, bubbles are experimentally generated in a container containing a scale, and the relationship between the injection pressure of the gas injection means 34 and the pump discharge amount of the fluid pump 32 and the size of the bubbles visually is recorded in advance as a table or the like. It is preferable to perform control at the time of measuring the flow rate of the fluid using this relation table.

流体の流量計測部位の気泡の体積比は、(流体dにおける気泡体積比)×(水圧鉄管中の流体dの比率)によって決まるため、気体注入手段34の注入圧力および流体ポンプ32のポンプ吐出量によって調整することができる。   Since the volume ratio of the bubbles at the fluid flow rate measurement site is determined by (bubble volume ratio in fluid d) × (ratio of fluid d in the hydraulic iron pipe), the injection pressure of the gas injection means 34 and the pump discharge amount of the fluid pump 32 Can be adjusted by.

水圧鉄管中の気泡の体積比は、河川水の流体aを採取し気体濃度を測定することで、求められる。具体的には、水槽12に備えられる計測用ハンドホールから採取し、気体濃度を計測する。また、気泡の体積比についても、気体注入手段34の注入圧力および流体ポンプ32のポンプ吐出量と、目視による気泡の大きさの関係をテーブル等として予め記録しておき、この関係テーブルを用いて流体の流量計測時の制御を行なうことが好ましい。   The volume ratio of bubbles in the hydraulic iron pipe can be obtained by collecting the fluid a of river water and measuring the gas concentration. Specifically, it collects from the measurement hand hole provided in the water tank 12 and measures the gas concentration. As for the volume ratio of the bubbles, the relationship between the injection pressure of the gas injection means 34 and the pump discharge amount of the fluid pump 32 and the size of the bubbles visually is recorded in advance as a table or the like. It is preferable to perform control when measuring the flow rate of the fluid.

気泡を含む流体dを河川水bに戻す場所は、水槽12から上流側水圧鉄管27aへの流れが十分に発達している水槽12と上流側水圧鉄管27aの取合い付近が好ましい。流れが発達していないと、気泡は水圧鉄管27aへ入らずに、水槽12に貯溜してしまうからである。このようにして、河川水の流体bに十分な大きさと体積比を有する気泡が供給され、流体の流量計測に適したものである。   The place where the fluid d containing bubbles is returned to the river water b is preferably in the vicinity of the connection between the water tank 12 and the upstream hydraulic iron pipe 27a where the flow from the water tank 12 to the upstream hydraulic iron pipe 27a is sufficiently developed. This is because if the flow is not developed, the bubbles are stored in the water tank 12 without entering the hydraulic iron pipe 27a. In this way, bubbles having a sufficient size and volume ratio are supplied to the fluid b of the river water, which is suitable for measuring the flow rate of the fluid.

このようにして、傾斜配管である上流側水圧鉄管27aの配管14内を流れる河川水等の流体の流速分布および流量が超音波流量計15により計測される。   In this manner, the ultrasonic flowmeter 15 measures the flow velocity distribution and the flow rate of a fluid such as river water flowing in the pipe 14 of the upstream hydraulic iron pipe 27a that is an inclined pipe.

超音波流量計15(15a,15b)は、図3に示すように構成され、配管14内を流れる被測定流体aに測定線ML(ML,ML)に沿って所要周波数の超音波パルスを入射させる超音波送信手段37と、入射された超音波パルスの測定領域から反射された超音波エコーを受信し、被測定流体の流速分布を測定する流速分布測定手段38と、被測定流体12の流速分布に基づいて演算処理し、半径方向の積分を行なって被測定流体の流量を求める流量演算手段としてのMPU,CPU等のコンピュータ39と、このコンピュータ39からの出力を時系列的に表示可能な表示装置40とを有する。 The ultrasonic flowmeter 15 (15a, 15b) is configured as shown in FIG. 3, and an ultrasonic pulse having a required frequency is measured along the measurement line ML (ML 1 , ML 2 ) on the fluid a to be measured flowing in the pipe 14. , An ultrasonic transmission unit 37 for receiving the ultrasonic echo reflected from the measurement region of the incident ultrasonic pulse, and a flow velocity distribution measuring unit 38 for measuring the flow velocity distribution of the fluid to be measured, and the fluid 12 to be measured. A computer 39 such as an MPU or CPU serving as a flow rate calculation means for calculating the flow rate of the fluid to be measured by performing calculation processing on the basis of the flow velocity distribution of the fluid and performing radial integration, and outputs from the computer 39 are displayed in time series. Possible display device 40.

超音波送信手段37は、0.25MHz〜数MHz、好ましくは0.25MHz〜1MHzの所要の基本周波数fの電気信号を発生させるオッシレータとしての発振器43と、この電気信号を所定の時間間隔(1/Frpf)毎にパルス状に出力するエミッタ44とからなる信号発生器45を備える。この信号発生器45から基本周波数fのパルス電気信号が超音波トランスデューサ46(46a,46b)に入力される。 The ultrasonic transmission means 37 includes an oscillator 43 as an oscillator for generating an electric signal having a required fundamental frequency f 0 of 0.25 MHz to several MHz, preferably 0.25 MHz to 1 MHz, and the electric signal at a predetermined time interval ( A signal generator 45 including an emitter 44 that outputs a pulse shape every 1 / Frpf) is provided. Pulse electrical signal of the fundamental frequency f 0 from the signal generator 45 is input to the ultrasonic transducer 46 (46a, 46b).

超音波トランスデューサ46(46a,46b)は、傾斜配管である上流側水圧鉄管27aの共通の横断面上で、配管の外周方向に沿って複数台、例えば2台が設置される。図4は、超音波流量計測装置10を構成する超音波トランスデューサ46(46a,46b)の設置状態を示す図である。図4(A)は上流側水圧鉄管27aの側方から見た超音波トランスデューサ46a,46bの設置状態を示す簡略的な側面図、図4(B)は、超音波トランスデューサ46a,46bの設置状態を鉛直方向上方から見た簡略的な平面図、図4(C)は上流側水圧鉄管27aの軸方向に垂直な断面上に位置する超音波トランスデューサ46a,46bの設置状態を配管軸方向下流側から見た図である。   A plurality of, for example, two ultrasonic transducers 46 (46a, 46b) are installed along the outer circumferential direction of the pipe on the common cross section of the upstream hydraulic iron pipe 27a which is an inclined pipe. FIG. 4 is a diagram showing an installation state of the ultrasonic transducers 46 (46a, 46b) constituting the ultrasonic flow measuring device 10. As shown in FIG. 4A is a simplified side view showing the installation state of the ultrasonic transducers 46a and 46b as viewed from the side of the upstream hydraulic iron pipe 27a, and FIG. 4B is the installation state of the ultrasonic transducers 46a and 46b. FIG. 4 (C) shows the installation state of the ultrasonic transducers 46a and 46b positioned on the cross section perpendicular to the axial direction of the upstream side hydraulic iron pipe 27a on the downstream side in the pipe axial direction. It is the figure seen from.

傾斜配管である上流側水圧鉄管27aは、水平方向に対し角度θだけ下り傾斜するように敷設されており、超音波トランスデューサ46a,46bは、上流側水圧鉄管27aの共通な管横断面外周上に、中心角ηをなして設置される。   The upstream hydraulic iron pipe 27a, which is an inclined pipe, is laid so as to be inclined downward by an angle θ with respect to the horizontal direction, and the ultrasonic transducers 46a and 46b are disposed on the outer circumference of the common pipe cross section of the upstream hydraulic iron pipe 27a. Are installed with a central angle η.

上流側水圧鉄管27aの同一管横断面外周上に設置される各超音波トランスデューサ46a,46bの設置点と水圧鉄管断面中心とを結んだ直線と鉛直方向とのなす中心角をη,ηとすると、図4(C)に示すように、両超音波トランスデューサ46a,46b間相互の中心角ηは(η−η)で表わされる。 The central angles formed by the straight lines connecting the installation points of the ultrasonic transducers 46a and 46b and the center of the hydraulic iron pipe section on the outer circumference of the same pipe cross section of the upstream hydraulic iron pipe 27a and the vertical direction are η 1 and η 2. Then, as shown in FIG. 4C, the central angle η between the ultrasonic transducers 46a and 46b is represented by (η 2 −η 1 ).

一方の超音波トランスデューサ46aは、上流側水圧鉄管27aの横断面に対し、図4(A)に示すように流体下流側の水圧鉄管中心軸に角度αをなす任意の入射角で、また、他方の超音波トランスデューサ46bは、図4(B)に示すように、流体下流側の水圧鉄管中心軸に角度αをなす任意の入射角で、測定線ML,MLに沿ってそれぞれ各超音波を発信するように設置される。なお、図4(A),(B)および(C)において、符号Pは上流側水圧鉄管27a内を流れる流体の流れ方向を、符号Gは重力加速度が作用する方向を示す。 One of the ultrasonic transducers 46a, compared cross section of the upstream penstock 27a, at any angle of incidence forming an angle alpha 1 in the penstock central axis of the fluid downstream, as shown in FIG. 4 (A), also, other ultrasonic transducer 46b, as shown in FIG. 4 (B), at any angle of incidence forming an angle alpha 2 in the penstock central axis of the fluid downstream, respectively, along the measurement line ML 1, ML 2 each Installed to transmit ultrasound. 4A, 4B, and 4C, the symbol P indicates the flow direction of the fluid flowing in the upstream hydraulic iron pipe 27a, and the symbol G indicates the direction in which the gravitational acceleration acts.

超音波トランスデューサ46(46a,46b)は、パルス電気信号の印加により基本周波数fの超音波パルスが測定線ML(ML,ML)に沿って発信せしめられる。各超音波トランスデューサ46a,46bは、傾斜配管である上流側水圧鉄管27aを構成する配管14の横断面に対し、それぞれ角度αおよびαだけ流体aの流れ方向Pに傾斜して設けられる。超音波トランスデューサ46(46a,46b)は、超音波の送受信器を兼ねており、超音波トランスデューサ46(46a,46b)から所要周波数fの超音波パルスを測定線ML(ML,ML)に沿って照射(入射)させると、この超音波パルスは測定線ML(ML,ML)上に一様に分布する反射体としての気泡に当って反射し、反射した超音波エコーの一部が超音波トランスデューサ46(46a,46b)に測定線に沿ってそれぞれ戻される。超音波トランスデューサ46は、発信器と受信器を兼ねているが、受信器および受信器を別々に構成してもよい。 Ultrasonic transducer 46 (46a, 46b) is by application of a pulse electrical signal is an ultrasonic pulse of a fundamental frequency f 0 is allowed outgoing along the measurement line ML (ML 1, ML 2) . Each ultrasonic transducer 46a, 46b is, the cross section of the pipe 14 constituting the upstream penstock 27a is an inclined pipe to be provided to be inclined in the flow direction P of the angle alpha 1 and alpha 2 only fluid a, respectively. Ultrasonic transducer 46 (46a, 46b) also serves as an ultrasonic transceiver, the ultrasonic transducer 46 (46a, 46b) measuring line ultrasonic pulses required frequency f 0 from ML (ML 1, ML 2) , The ultrasonic pulse is reflected by a bubble as a reflector uniformly distributed on the measurement line ML (ML 1 , ML 2 ), and is reflected by one of the reflected ultrasonic echoes. Are returned to the ultrasonic transducer 46 (46a, 46b) along the measurement line. The ultrasonic transducer 46 serves as both a transmitter and a receiver, but the receiver and the receiver may be configured separately.

超音波トランスデューサ46(46a,46b)にてそれぞれ受信した超音波エコー信号は増幅器47で増幅され、かつAD変換器48でデジタル信号に変換されて流速分布算出回路49に送られる。この流速分布算出回路49は、超音波エコーのデジタル信号を信号処理して測定線ML(ML,ML)に沿った流体の流速分布が、気泡の浮力作用による流速への影響を補正して算出される。符号50は音響カップリングである。 The ultrasonic echo signals respectively received by the ultrasonic transducers 46 (46 a and 46 b) are amplified by the amplifier 47, converted into digital signals by the AD converter 48, and sent to the flow velocity distribution calculation circuit 49. The flow velocity distribution calculation circuit 49 corrects the influence of the flow velocity distribution of the fluid along the measurement line ML (ML 1 , ML 2 ) on the flow velocity due to the buoyancy effect of the bubbles by performing signal processing on the digital signal of the ultrasonic echo. Is calculated. Reference numeral 50 denotes an acoustic coupling.

流速分布算出回路で算出された河川水の流体の流速分布信号は、流量演算手段であるコンピュータ39へ送られ、ここで流速分布信号を上流側水圧鉄管27aの半径方向に積分し、河川水aの流量を時間依存で求めることができる。   The flow velocity distribution signal of the river water fluid calculated by the flow velocity distribution calculation circuit is sent to a computer 39 which is a flow rate calculation means, where the flow velocity distribution signal is integrated in the radial direction of the upstream side hydraulic iron pipe 27a and the river water a Can be obtained in a time-dependent manner.

ところで、超音波トランスデューサ46a,46bによって測定される水圧鉄管中心軸から距離xの点における気泡の流速V(x),V(x)は、次式で表わされる。

Figure 0004720192
By the way, the bubble flow velocity V 1 (x), V 2 (x) at the point of the distance x from the central axis of the hydraulic iron pipe measured by the ultrasonic transducers 46a and 46b is expressed by the following equation.
Figure 0004720192

超音波トランスデューサ46a,46bが計測する水圧鉄管中心から半径方向外方に距離xの点は、各トランスデューサ46aと46bが管軸方向に傾けて設置されるために、管軸方向に外れて(偏位して)おり、厳密には同一ではない。しかし、超音波トランスデューサ46aと46bの管軸方向の位置のずれに起因する流体の流速速度Vaと気泡の浮上速度Vbの偏差は充分に小さいと考えることができる。   The point of distance x radially outward from the center of the hydraulic iron pipe measured by the ultrasonic transducers 46a and 46b is displaced in the pipe axis direction because each transducer 46a and 46b is installed inclined to the pipe axis direction. Are not exactly the same. However, it can be considered that the deviation between the flow velocity Va of the fluid and the rising velocity Vb of the bubbles due to the displacement of the positions of the ultrasonic transducers 46a and 46b in the tube axis direction is sufficiently small.

これより、式(1)および式(2)を連立させて解くことで、管軸方向の真の流体の流速Vaを次式で求めることができ、データ補正値として用いられる。

Figure 0004720192
Thus, by solving equations (1) and (2) simultaneously, the true fluid flow velocity Va in the tube axis direction can be obtained by the following equation and used as a data correction value.
Figure 0004720192

浮力による気泡の浮上速度Vb(x)は、位置の関数としているが、計測領域においては、浮上速度Vbは位置によらないとし、Vbを定数として、予備計測にて求めた値を全ての測定線ML(ML,ML)上のデータ補正に適用することができる。 The bubble levitation velocity Vb (x) due to buoyancy is a function of the position, but in the measurement region, the levitation velocity Vb is not dependent on the position, and Vb is a constant and all the values obtained in the preliminary measurement are measured. This can be applied to data correction on the line ML (ML 1 , ML 2 ).

このように本発明の超音波流量計測方法は、高低差に沿って傾斜する配管27a内を流れる流体の流速分布および流量を超音波を用いて計測する方法である。この超音波流量計測方法は、超音波流量計15(15a,15b)の上流側に設けた気泡供給手段10により傾斜配管27aを流れる流体に気泡を供給するステップと、前記気泡が供給された流体の流速分布を計測するために、傾斜配管27a内を流れる流体に超音波流量計15(15a,15b)から超音波を、複数の測定線ML,MLに沿って発信させる超音波発信ステップと、傾斜配管27a内を流れる流体に含まれる気泡の反射体により反射された超音波エコーを受信して信号処理し、傾斜配管27a内を流れる流体の複数の測定線ML,MLにおける流速分布を測定し、流量を計測する流速分布・流量計測ステップとを有する計測方法である。 As described above, the ultrasonic flow rate measuring method of the present invention is a method of measuring the flow velocity distribution and the flow rate of the fluid flowing in the pipe 27a inclined along the height difference using ultrasonic waves. This ultrasonic flow rate measuring method includes a step of supplying bubbles to the fluid flowing through the inclined pipe 27a by the bubble supply means 10 provided on the upstream side of the ultrasonic flow meter 15 (15a, 15b), and the fluid supplied with the bubbles. In order to measure the flow velocity distribution, an ultrasonic transmission step of transmitting ultrasonic waves from the ultrasonic flowmeter 15 (15a, 15b) to the fluid flowing in the inclined pipe 27a along the plurality of measurement lines ML 1 and ML 2 And the ultrasonic echoes reflected by the reflector of the bubbles contained in the fluid flowing in the inclined pipe 27a, signal processing is performed, and the flow velocity of the fluid flowing in the inclined pipe 27a on the plurality of measurement lines ML 1 and ML 2 This is a measurement method having a flow velocity distribution / flow rate measurement step for measuring a distribution and measuring a flow rate.

ところで、図1において、この河川水aの時刻tにおける流量をm(t)とすると、流体の流量m(t)は式(5)で表すことができる。
[数3]
m(t)=ρ・∫v(x・t)・dA ……(5)
但し、ρ;被測定流体の密度
v(x・t);時速tにおけるx方向の速度成分
である。
By the way, in FIG. 1, if the flow rate of the river water a at time t is m (t), the flow rate m (t) of the fluid can be expressed by Equation (5).
[Equation 3]
m (t) = ρ · ∫v (x · t) · dA (5)
Where ρ is the density of the fluid to be measured
v (x · t): a velocity component in the x direction at the speed t.

式(5)から上流側水圧鉄管27aの配管14を流れる時刻tにおける流量m(t)は、極座標の式(6)に書き換えることができる。
[数4]
m(t)=ρ・∬vx(r,θ・t)・r・dr・dθ ……(6)
但し、vx(r,θ・t);時刻tにおける管横断面上の中心から距離r、角度θの管軸方向の速度成分である。
From equation (5), the flow rate m (t) at time t flowing through the pipe 14 of the upstream hydraulic iron pipe 27a can be rewritten as polar coordinate equation (6).
[Equation 4]
m (t) = ρ · ∬vx (r, θ · t) · r · dr · dθ (6)
Where vx (r, θ · t) is a velocity component in the tube axis direction at a distance r and an angle θ from the center on the tube cross section at time t.

式(6)で表されるように、この超音波流量計12は、河川水の流体aの流れの空間分布を瞬時、例えば50msec〜100msec程度の応答速度でコンピュータ39により求めることができる。   As represented by Expression (6), the ultrasonic flowmeter 12 can obtain the spatial distribution of the flow of the fluid a in the river water instantaneously, for example, by the computer 39 at a response speed of about 50 msec to 100 msec.

求められた河川水の流体aの流量は、表示装置40により、時間依存で瞬時に表示することができる。この表示装置40には、河川水aの上流側水圧鉄管27a内の測定線MLに沿った気泡の流速分布を表示させることができ、気泡の流速分布から気泡の浮力作用が流速に与える影響を補正して、流体の流速分布を、水圧鉄管横断面の流速分布を併せて表示することもできる。   The obtained flow rate of the fluid a can be instantaneously displayed on the display device 40 in a time-dependent manner. The display device 40 can display the bubble velocity distribution along the measurement line ML in the upstream side hydraulic iron pipe 27a of the river water a, and the influence of the bubble buoyancy on the velocity from the bubble velocity distribution. It can correct | amend and can also display the flow velocity distribution of a fluid, and the flow velocity distribution of a hydraulic iron pipe cross section.

超音波流量計15による流量計測に際しては、流量計測部位の気泡の体積比(体積密度)は、20ppmから2000ppmの範囲が好適であり、より好ましくは200ppm〜800ppmである。気泡の体積比が20ppmよりも小さいと反射体として十分に機能せず、逆に2000ppmよりも大きいと水車効率に影響を与える虞が大きくなる。   When the flow rate is measured by the ultrasonic flow meter 15, the volume ratio (volume density) of bubbles at the flow rate measurement site is preferably in the range of 20 ppm to 2000 ppm, more preferably 200 ppm to 800 ppm. If the volume ratio of the bubbles is less than 20 ppm, it does not function sufficiently as a reflector, and conversely if it is more than 2000 ppm, the possibility of affecting the turbine efficiency increases.

さらに、流量計測部位の気泡の大きさは、被測定流体(河川水の流体a)へ照射する超音波の波長の1/10から1/2の範囲が好適である。流量計測部位の気泡の大きさ(直径)が超音波波長の1/10よりも小さいと反射体として十分に機能せず、逆に超音波波長の1/2よりも大きいと、被測定流体との速度差が無視できなくなるとともに、被測定流体中の超音波の透過率が低下し流速分布が高精度で計測できなくなる。超音波波長は、0.25MHz〜1MHzの超音波パルスを用いた場合、1.5mm〜6mm程度となる。   Furthermore, the size of the bubbles at the flow rate measurement site is preferably in the range of 1/10 to 1/2 of the wavelength of the ultrasonic wave applied to the fluid to be measured (river water fluid a). If the bubble size (diameter) at the flow rate measurement site is smaller than 1/10 of the ultrasonic wavelength, it will not function sufficiently as a reflector, and conversely if it is larger than 1/2 of the ultrasonic wavelength, The velocity difference between the two is not negligible, and the transmittance of the ultrasonic wave in the fluid to be measured is lowered, so that the flow velocity distribution cannot be measured with high accuracy. The ultrasonic wavelength is about 1.5 mm to 6 mm when an ultrasonic pulse of 0.25 MHz to 1 MHz is used.

なお、反射体である気泡の大きさに合わせて、超音波の波長を変化させることも可能である。この超音波流量計15による流体の流速分布の計測においては、0.2MHz〜数MHz、好ましくは0.25MHz〜1MHzの周波数が適しており、波長の調整はこの範囲、具体的にはおよそ1.5mm〜6mmに限られる。超音波が上限波長よりも長い波長では、空間分解能が低下して十分でなくなり、下限波長よりも短い波長では超音波の減衰が大きくなり、ともに高精度な計測に適さない。   It is also possible to change the wavelength of the ultrasonic wave according to the size of the bubble that is a reflector. In the measurement of the flow velocity distribution of the fluid by the ultrasonic flow meter 15, a frequency of 0.2 MHz to several MHz, preferably 0.25 MHz to 1 MHz is suitable, and the wavelength adjustment is within this range, specifically about 1. Limited to 5 mm to 6 mm. When the ultrasonic wave is longer than the upper limit wavelength, the spatial resolution is lowered and is not sufficient. When the ultrasonic wave is shorter than the lower limit wavelength, the attenuation of the ultrasonic wave is increased, and both are not suitable for high-accuracy measurement.

ところで、気泡供給手段30により気泡が供給される水槽12と上流側水圧鉄管27aの取合い部位(気泡供給部位)は超音波流量計15(15a,15b)によって流体の流速分布が計測される部位(流量計測部位)よりも上流側でかつ高いところにあるので、流量計測部位における気泡は、供給時よりも小さくなり、体積比(体積密度)も小さくなる。   By the way, the part (bubble supply part) where the water tank 12 to which the bubble is supplied by the bubble supply means 30 and the upstream side hydraulic iron pipe 27a (the bubble supply part) is a part where the flow velocity distribution of the fluid is measured by the ultrasonic flowmeter 15 (15a, 15b). Since it is upstream and higher than the flow rate measurement part), the bubbles in the flow rate measurement part are smaller than at the time of supply, and the volume ratio (volume density) is also small.

気泡の大きさの変化は、気泡供給部位と流量計測部位の高さの差に起因する流体の圧力差であり、式(7)で示すことができる。

Figure 0004720192
The change in the size of the bubble is a fluid pressure difference caused by the difference in height between the bubble supply site and the flow rate measurement site, and can be expressed by Expression (7).
Figure 0004720192

式(7)による、気泡の大きさ、体積比の変化は、気泡供給手段30の位置と超音波流量計15の設置位置の高度差から推定することができる。気泡の大きさである直径の変化は流体圧力の3乗根に比例する。例えば、流体の落差90mで体積比は約1/10となるが、直径の変化は約1/2.2程度である。流量計測位置における気泡の大きさ、体積比で予め算出しておくことができる。   Changes in the bubble size and volume ratio according to the equation (7) can be estimated from the difference in altitude between the position of the bubble supply means 30 and the installation position of the ultrasonic flowmeter 15. The change in diameter, which is the size of the bubble, is proportional to the cube root of the fluid pressure. For example, the volume ratio is about 1/10 with a fluid drop of 90 m, but the change in diameter is about 1 / 2.2. It can be calculated in advance by the size and volume ratio of the bubbles at the flow rate measurement position.

算出した気泡の大きさおよび体積比から、気泡供給手段30におけるポンプ吐出量や気体混合量を補正することで、流量計測部位に計測に適した大きさの気泡を流体の流量計測に適した大きさ、適切な体積比で供給することができる。   By correcting the pump discharge amount and the gas mixture amount in the bubble supply means 30 from the calculated bubble size and volume ratio, a bubble having a size suitable for measurement at the flow rate measurement site is determined to be a size suitable for fluid flow measurement. Now, it can be supplied at an appropriate volume ratio.

さらに、算出した気泡の大きさに基づき、超音波流量計15(15a,15b)が被測定流体aに照射する超音波の波長を補正することもできる。   Furthermore, based on the calculated bubble size, the wavelength of the ultrasonic wave irradiated to the fluid a to be measured by the ultrasonic flow meter 15 (15a, 15b) can be corrected.

超音波流量計15(15a,15b)の設置位置を動かすことにより、流量計測部位と気泡供給部位の高度差を変化させ、気泡の大きさ、体積比を調整することもできる。   By moving the installation position of the ultrasonic flow meter 15 (15a, 15b), the difference in altitude between the flow rate measurement site and the bubble supply site can be changed, and the size and volume ratio of the bubbles can be adjusted.

また、水力発電所11の配管14内を流れる流体の流量の超音波流量計測方法は、下記のように実施される。   Moreover, the ultrasonic flow rate measuring method of the flow rate of the fluid flowing in the pipe 14 of the hydroelectric power station 11 is implemented as follows.

配管14を高低差を伴う傾斜部分に沿って敷設した後、配管14の途中、好ましくは上流側水圧鉄管27aの途中に複数台、例えば2台の超音波流量計15(15a,15b)を設置するとともに、この超音波流量計15の上流側に、配管直径の10倍以上管軸方向に離間させて気泡供給手段30を設置する。この気泡供給手段30は、好ましくは上流側水圧鉄管27aの流入口部分の水槽12に設けられる。配管14には弁装置16や水車17も設けられ、配管14は水槽12と放水庭13との間を接続するように配設される。   After laying the pipe 14 along an inclined portion with a height difference, a plurality of, for example, two ultrasonic flow meters 15 (15a, 15b) are installed in the middle of the pipe 14, preferably in the middle of the upstream hydraulic iron pipe 27a. At the same time, the bubble supply means 30 is installed on the upstream side of the ultrasonic flowmeter 15 so as to be separated from the pipe diameter by 10 times or more in the pipe axis direction. The bubble supply means 30 is preferably provided in the water tank 12 at the inlet of the upstream hydraulic iron pipe 27a. The piping 14 is also provided with a valve device 16 and a water wheel 17, and the piping 14 is disposed so as to connect between the water tank 12 and the water discharge garden 13.

この配管14の設置状態で気泡供給手段30から被測定流体a中に所要の大きさ、体積比(体積比率)の気泡を注入させる。この気泡注入工程では、流体の流量計測部位の気泡の体積比が20ppmから2000ppm、より好ましくは200ppmから800ppmの範囲となるように、また、気泡の大きさが流体に照射される超音波波長の1/10〜1/2の範囲となるように、気泡の大きさ、体積比が調節制御される。   With the pipe 14 installed, bubbles of a required size and volume ratio (volume ratio) are injected from the bubble supply means 30 into the fluid a to be measured. In this bubble injection step, the volume ratio of the bubbles at the fluid flow rate measurement site is in the range of 20 ppm to 2000 ppm, more preferably in the range of 200 ppm to 800 ppm. The size and volume ratio of the bubbles are adjusted and controlled so as to be in the range of 1/10 to 1/2.

超音波流量計15(15a,15b)は、気泡が注入された流体に超音波トランスデューサ46a,46bから超音波パルスを測定線ML,MLに沿って方向付けて照射し、流体中に含まれる反射体としての気泡から反射される超音波エコーを超音波トランスデューサ46a,46bで受信して、この超音波エコー信号を流体分布測定手段38で信号処理し、配管14内を流れる流体の流速分布を測定し、この流速分布から気泡の浮上運動による流速への影響を補正し、真の流体の流量を瞬時に計算する(流量計測工程)ことができる。 Ultrasonic flow meter 15 (15a, 15b) irradiates the ultrasonic transducer 46a in fluid bubbles are injected from 46b and directed along an ultrasonic pulse to the measurement line ML 1, ML 2, contained in a fluid The ultrasonic echoes reflected from the bubbles as the reflectors are received by the ultrasonic transducers 46a and 46b, the ultrasonic echo signals are signal-processed by the fluid distribution measuring means 38, and the flow velocity distribution of the fluid flowing in the pipe 14 is measured. The flow rate distribution of the fluid can be corrected from the flow velocity distribution, and the flow rate of the true fluid can be calculated instantaneously (flow rate measurement step).

気泡注入工程では、気泡の大きさや体積比を流体ポンプ32のポンプ吐出量や気体注入手段34からの気体流入量(気体混合手段における気体混合量)を調節制御することにより調節することができるが、気泡注入工程と流量計測工程とを連係させ、ポンプ吐出量や気体注入量に代えて、超音波流量計15の設置位置や超音波の発振周波数を調節制御することで、流量計測部位の気泡の大きさ、体積比を超音波波長の1/2〜1/10の範囲となるように調節してもよい。   In the bubble injection process, the size and volume ratio of the bubbles can be adjusted by adjusting and controlling the pump discharge amount of the fluid pump 32 and the gas inflow amount from the gas injection means 34 (gas mixture amount in the gas mixing means). The bubble injection step and the flow rate measurement step are linked, and instead of the pump discharge amount and the gas injection amount, the installation position of the ultrasonic flow meter 15 and the oscillation frequency of the ultrasonic wave are adjusted and controlled, so that the bubbles at the flow rate measurement site And the volume ratio may be adjusted to be in the range of 1/2 to 1/10 of the ultrasonic wavelength.

図5は、本発明に係る超音波流量計測方法の第2実施形態を説明する図である。   FIG. 5 is a diagram for explaining a second embodiment of the ultrasonic flow rate measuring method according to the present invention.

この第2実施形態の超音波流量計測方法を説明するに当り、第1実施形態と同じ構成・部材には、同一符号を付して図示ならびに説明を省略する。   In describing the ultrasonic flow rate measuring method of the second embodiment, the same components and members as those of the first embodiment are denoted by the same reference numerals, and illustration and description thereof are omitted.

第1実施形態の超音波流量計測方法では、複数、例えば2個の超音波トランスデューサ46a,46bが任意の中心角ηで設置され、超音波を任意の入射角α,αで測定線ML,MLに沿って被測定流体aに照射させた例を示したが、図5に示す超音波流量計測方法では、超音波トランスデューサ46a,46bの設置状態(中心角η)や入射角を特定条件に設定したものである。 In the ultrasonic flow rate measuring method according to the first embodiment, a plurality of, for example, two ultrasonic transducers 46a and 46b are installed at an arbitrary central angle η, and ultrasonic waves are measured at an arbitrary incident angle α 1 and α 2 with a measurement line ML. 1 , an example in which the fluid a to be measured is irradiated along ML 2 is shown. However, in the ultrasonic flow measurement method shown in FIG. 5, the installation state (central angle η 2 ) and incident angle of the ultrasonic transducers 46 a and 46 b Is set as a specific condition.

特定条件で設置した超音波流量計15(15a,15b)を用いて、傾斜配管である上流側水圧配管27aを流れる流体の流速分布を測定し、この流速分布から反射体である気泡の浮上速度が流速(流速分布)に与える影響を補正して、真の流体の流速分布を求め、この流速分布から流量を計測したものである。   Using the ultrasonic flowmeter 15 (15a, 15b) installed under specific conditions, the flow velocity distribution of the fluid flowing through the upstream hydraulic pipe 27a, which is an inclined pipe, is measured, and the rising speed of the bubbles, which are reflectors, is determined from this flow velocity distribution. The flow velocity distribution of the true fluid is obtained by correcting the influence of the flow velocity on the flow velocity (flow velocity distribution), and the flow rate is measured from this flow velocity distribution.

超音波流量計15a,15bを図5に示すように設置し、特定の条件で超音波流量計測することにより、より簡便に、気泡の浮上運動を分離させることができる。   By installing the ultrasonic flow meters 15a and 15b as shown in FIG. 5 and measuring the ultrasonic flow rate under specific conditions, it is possible to more easily separate the bubble floating motion.

図5では、超音波トランスデューサ46aを中心角ゼロ度、入射角ゼロ度となるように設置するとともに、超音波トランスデューサ46bは、中心角90度、入射角を任意の角度αとなるように設置したものである。 In Figure 5, the center angle zero degrees ultrasonic transducer 46a, as well as installed such that the incident angle zero degrees, the ultrasonic transducer 46b has a central angle of 90 degrees, the installation angle of incidence so that the arbitrary angle alpha 2 It is a thing.

この設置状態で、式(1)および式(2)は、

Figure 0004720192
Figure 0004720192
In this installation state, Formula (1) and Formula (2) are
Figure 0004720192
Figure 0004720192

式(10)において、浮上速度Vbは、上流側配管27aの中心からの位置によらないとすることができ、この場合には、超音波トランスデューサ46bのみによる予備計測による気泡の浮上速度Vbの分離が可能なる。これにより、気泡の浮上運動による流速への影響を補正して、上流側水圧配管27a内を流れる流体aの真の流速分布を簡便かつ容易に求めることができ、流体の流量を正確に精度よく求めることができる。   In Expression (10), the ascent speed Vb can be independent of the position from the center of the upstream pipe 27a. In this case, separation of the ascending speed Vb of the bubbles by preliminary measurement using only the ultrasonic transducer 46b. Is possible. As a result, the influence on the flow velocity due to the floating movement of the bubbles can be corrected, and the true flow velocity distribution of the fluid a flowing in the upstream hydraulic pipe 27a can be obtained simply and easily, and the fluid flow rate can be accurately and accurately determined. Can be sought.

なお、本発明の実施形態では、水力発電所に適用した例を示したが、揚水発電所に適用してもよい。また、気泡供給手段30は、流体ポンプ32とベンチュリ管33とを組み合わせた機械的気泡発生手段で構成した例を示したが、超音波放射器等の電気的気泡発生による手段や、飽和水を用いた減圧析出法、旋回流等による流れの撹拌作用で気泡を剪断して微細化する方法、微細孔から空気を噴出させる方法などで気泡供給手段を構成してもよい。   In addition, although the example applied to the hydroelectric power plant was shown in the embodiment of the present invention, it may be applied to the pumped-storage power plant. Moreover, although the bubble supply means 30 showed the example comprised by the mechanical bubble generation means which combined the fluid pump 32 and the venturi pipe 33, the means by electric bubble generation | occurrence | production, such as an ultrasonic radiator, and saturated water are shown. The bubble supply means may be configured by the reduced pressure precipitation method used, the method of shearing and refining bubbles by a stirring action of a flow such as a swirling flow, or the method of ejecting air from fine holes.

本発明に係る超音波流量計測方法を適用する超音波流量計測定装置を、水力発電所に適用した構成図。The block diagram which applied the ultrasonic flowmeter measuring apparatus to which the ultrasonic flow measuring method which concerns on this invention is applied to the hydroelectric power station. 超音波流量計測装置を構成する気泡供給手段の一例を示す図。The figure which shows an example of the bubble supply means which comprises an ultrasonic flow measuring device. 超音波流量計測装置を構成する超音波流量計の一例を示す図。The figure which shows an example of the ultrasonic flowmeter which comprises an ultrasonic flow measuring device. 超音波流量計に備えられる超音波トランスデューサの配管への設置状態を示すもので、(A),(B)および(C)は簡略的な配管の側面図、平面図および配管下流側から見た断面図。This shows the installation state of the ultrasonic transducer in the ultrasonic flowmeter to the pipe. (A), (B), and (C) are a side view, a plan view, and a downstream view of the pipe. Sectional drawing. 本発明に係る超音波流量計測方法の第2実施形態を示すもので、(A),(B)および(C)は図4の(A),(B)および(C)にそれぞれ対応する側面図、平面図および断面図。4 shows a second embodiment of the ultrasonic flow rate measuring method according to the present invention, wherein (A), (B) and (C) are side surfaces corresponding to (A), (B) and (C) of FIG. The figure, a top view, and sectional drawing. 傾斜配管内を流れる流体に作用する気泡の浮上作用を説明する図。The figure explaining the floating effect | action of the bubble which acts on the fluid which flows through the inside of inclined piping.

符号の説明Explanation of symbols

10 超音波流量計測装置
11 水力発電所
12 水槽
13 放水庭
14 配管
15,15a,15b 超音波流量計
16 弁装置
17 水車
18 発電機
20 遮断機
21 変圧器
22 開閉設備
23 送電系統
25 主弁
26 バイパス弁
27a 上流側水圧鉄管
27b (中間)水圧鉄管
27c 下流側水圧鉄管
30 気泡供給手段(気泡発生手段)
31 循環配管
32 流体ポンプ
33 ベンチュリ管(気液混合手段)
34 気体注入手段
35 気体注入管
37 超音波送信手段
38 流体分布測定手段
39 コンピュータ
40 表示装置
43 発振器
44 エミッタ
45 信号発生器
46,46a,46b 超音波トランスデューサ
47 増幅器
48 AD変換器
49 流速分布計測回路
DESCRIPTION OF SYMBOLS 10 Ultrasonic flow measuring device 11 Hydroelectric power plant 12 Water tank 13 Drainage garden 14 Piping 15, 15a, 15b Ultrasonic flow meter 16 Valve device 17 Water wheel 18 Generator 20 Circuit breaker 21 Transformer 22 Switching equipment 23 Power transmission system 25 Main valve 26 Bypass valve 27a Upstream hydraulic iron pipe 27b (intermediate) hydraulic iron pipe 27c Downstream hydraulic iron pipe 30 Bubble supply means (bubble generating means)
31 Circulating piping 32 Fluid pump 33 Venturi tube (gas-liquid mixing means)
34 Gas injection means 35 Gas injection pipe 37 Ultrasonic transmission means 38 Fluid distribution measurement means 39 Computer 40 Display device 43 Oscillator 44 Emitter 45 Signal generators 46, 46a, 46b Ultrasonic transducer 47 Amplifier 48 AD converter 49 Flow velocity distribution measurement circuit

Claims (4)

高低差に沿って傾斜する配管内を流れる流体の流速分布および流量を超音波を用いて計測する方法において、
超音波流量計の上流側に設けた気泡供給手段により前記傾斜配管内を流れる流体に気泡を供給するステップと、
前記気泡が供給された流体の流速分布を計測するために、前記傾斜配管内を流れる流体に前記超音波流量計から超音波を、複数の測定線に沿って発信させる超音波発信ステップと、
発信された超音波が傾斜配管内を流れる流体に照射され、この流体に含まれる気泡の反射体から反射された超音波エコーを受信して信号処理し、前記傾斜配管内を流れる流体の前記複数の測定線における流速分布を測定し、流量を計測する流速分布・流量計測ステップとを有し、
前記流速分布・流量計測定ステップでは、前記複数の測定線における流速分布を用いて、傾斜配管内を流れる流体中における気泡の浮上運動による流速への影響を補正することを特徴とする超音波流量計測方法。
In a method for measuring the flow velocity distribution and flow rate of a fluid flowing in a pipe inclined along a height difference using ultrasonic waves,
Supplying bubbles to the fluid flowing in the inclined pipe by bubble supply means provided on the upstream side of the ultrasonic flowmeter;
In order to measure the flow velocity distribution of the fluid supplied with the bubbles, an ultrasonic transmission step of transmitting ultrasonic waves from the ultrasonic flowmeter to the fluid flowing in the inclined pipe along a plurality of measurement lines;
The transmitted ultrasonic waves are applied to the fluid flowing in the inclined pipe, the ultrasonic echoes reflected from the reflectors of the bubbles included in the fluid are received and signal-processed, and the plurality of fluids flowing in the inclined pipe are received. Has a flow velocity distribution / flow rate measurement step for measuring the flow velocity distribution in the measurement line and measuring the flow rate ,
In the flow velocity distribution / flow meter measurement step, the flow velocity distribution in the plurality of measurement lines is used to correct the influence on the flow velocity due to the rising motion of bubbles in the fluid flowing in the inclined pipe, Measurement method.
前記流速分布・流量計測定ステップでは、前記複数の測定線における流速分布に関して、各測定線上における配管中心から等しい距離における流速に関する式を連立させることにより、前記傾斜配管内を流れる流体中における気泡の浮上運動による流速への影響を補正することを特徴とする請求項1記載の超音波流量計測方法。 In the flow velocity distribution / flow meter measurement step, regarding the flow velocity distribution in the plurality of measurement lines, by formulating equations relating to the flow velocity at the same distance from the pipe center on each measurement line, the bubbles in the fluid flowing in the inclined pipe are The ultrasonic flow rate measuring method according to claim 1 , wherein an influence on the flow velocity due to the levitation movement is corrected. 前記超音波発信ステップでは、超音波流量計の複数の超音波トランスデューサから発信される超音波の測定線を複数本備え、少なくとも1つの測定線は、傾斜配管に中心角ゼロ角で管軸方向に垂直に取り付けられた超音波トランスデューサで形成することを特徴とする請求項1記載の超音波流量計測方法。 In the ultrasonic wave transmitting step, a plurality of ultrasonic measurement lines transmitted from a plurality of ultrasonic transducers of the ultrasonic flowmeter are provided, and at least one measurement line is in the pipe axis direction with a zero central angle on the inclined pipe. 2. The ultrasonic flow rate measuring method according to claim 1, wherein the ultrasonic flow rate measuring method is formed by a vertically mounted ultrasonic transducer. 前記気泡供給手段は、配管内を流れる流体に、超音波流量計の上流側に配管内径の10倍以上離れた位置で気泡を供給することを特徴とする請求項1記載の超音波流量計測方法。 2. The ultrasonic flow rate measuring method according to claim 1, wherein the bubble supply means supplies bubbles to the fluid flowing in the pipe at a position separated by 10 times or more of the pipe inner diameter upstream of the ultrasonic flowmeter. .
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Cited By (3)

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JP2010223839A (en) * 2009-03-24 2010-10-07 Tokyo Electric Power Co Inc:The Bubble injection device used for Doppler type ultrasonic flow measurement device
JP2015161663A (en) * 2014-02-28 2015-09-07 横河電機株式会社 Multi-phase flow meter
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JP2009246559A (en) * 2008-03-28 2009-10-22 Tokyo Electric Power Co Inc:The Reflector generation device, and ultrasonic flowmeter using reflector generation device
RU180902U1 (en) * 2017-10-30 2018-06-29 Публичное акционерное общество "Транснефть" (ПАО "Транснефть") Stand for studying the flow of fluid on gravity sections in the pipeline

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JP3445142B2 (en) * 1998-04-10 2003-09-08 株式会社日立製作所 Flow detection method for hydraulic machinery
JP2000234946A (en) * 1999-02-16 2000-08-29 Hitachi Ltd Pulse Doppler ultrasonic flowmeter and ultrasonic flowmeter

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Publication number Priority date Publication date Assignee Title
JP2010223839A (en) * 2009-03-24 2010-10-07 Tokyo Electric Power Co Inc:The Bubble injection device used for Doppler type ultrasonic flow measurement device
JP2015161663A (en) * 2014-02-28 2015-09-07 横河電機株式会社 Multi-phase flow meter
WO2022038402A1 (en) * 2020-08-19 2022-02-24 Krishnaswamy Kumar A bypass flowmeter and a method for flowrate measurement through sloped pipelines and penstocks

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