JP4895949B2 - Flow measuring device - Google Patents

Flow measuring device Download PDF

Info

Publication number
JP4895949B2
JP4895949B2 JP2007230227A JP2007230227A JP4895949B2 JP 4895949 B2 JP4895949 B2 JP 4895949B2 JP 2007230227 A JP2007230227 A JP 2007230227A JP 2007230227 A JP2007230227 A JP 2007230227A JP 4895949 B2 JP4895949 B2 JP 4895949B2
Authority
JP
Japan
Prior art keywords
water channel
flow
holding means
plate
open end
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP2007230227A
Other languages
Japanese (ja)
Other versions
JP2009063355A (en
Inventor
徹 泉保
真也 西島
佳彦 笹田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JFE Advantech Co Ltd
Original Assignee
JFE Advantech Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by JFE Advantech Co Ltd filed Critical JFE Advantech Co Ltd
Priority to JP2007230227A priority Critical patent/JP4895949B2/en
Publication of JP2009063355A publication Critical patent/JP2009063355A/en
Application granted granted Critical
Publication of JP4895949B2 publication Critical patent/JP4895949B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Measuring Volume Flow (AREA)

Description

本発明は、水路内の流れ(流量や流速)を測定するための流れ測定装置に関する。   The present invention relates to a flow measuring device for measuring a flow (flow rate or flow velocity) in a water channel.

水路内の流れ、具体的には流量や流速を測定する流れ測定装置としては、水路壁面に固定した一対の超音波センサから超音波を投射する方式が知られている。例えば、非特許文献1には、一対の超音波センサを水路壁面に固定し、互いのセンサから交互に超音波を投射し合うことで流れを測定する装置が記載されている。   As a flow measuring device for measuring a flow in a water channel, specifically, a flow rate and a flow velocity, a method of projecting ultrasonic waves from a pair of ultrasonic sensors fixed to a water channel wall surface is known. For example, Non-Patent Document 1 describes an apparatus that measures a flow by fixing a pair of ultrasonic sensors to a water channel wall surface and alternately projecting ultrasonic waves from each other's sensors.

しかし、超音波センサを水路壁面に固定すると、水位の変動等に応じて超音波センサの高さ位置を変更することができない。又、超音波センサを水路壁面に固定すると、設置、メンテナンス時の取り外し、及びメンテナンス後の再設置のためには、水路内の水を抜くかダイバーによる水中作業を行う必要がある。   However, when the ultrasonic sensor is fixed to the water channel wall surface, the height position of the ultrasonic sensor cannot be changed according to the fluctuation of the water level or the like. Further, when the ultrasonic sensor is fixed to the wall surface of the water channel, it is necessary to drain water from the water channel or perform underwater work with a diver for installation, removal during maintenance, and re-installation after maintenance.

社団法人 日本計量機器工業連合会編集兼発行「流量計の実用ナビ−初心者からエキスパートまで−」2005年3月25日、p.220Edited and published by Japan Metrology Equipment Industry Association “Practical Navigation of Flowmeters: From Beginners to Experts” March 25, 2005, p.220

本発明は前記従来の問題点に鑑みてなされたもので、超音波センサの高さ位置の変更が可能であり、設置やメンテナンスが容易である流れ測定装置を提供することを課題とする。   The present invention has been made in view of the above-described conventional problems, and an object of the present invention is to provide a flow measuring device that can change the height position of an ultrasonic sensor and is easy to install and maintain.

本発明の第1の態様は、水路内の流れを測定する流れ測定装置であって、上端の開放端が前記水路の想定される最高水位よりも高い位置に位置する一方、下端の閉鎖端が前記水路の底壁側に位置する上下方向に延びた保持手段を有し、前記水路の側壁に配置された架台と、前記開放端を介して前記保持手段に差し込んで前記閉鎖端側から上方に向けて積み重ねて配置可能であり、かつ前記開放端を介して前記保持手段から抜き出し可能な複数の被保持体と、前記複数の被保持体のうちの少なくとも1つに取り付けられた、前記水路内の流れを測定する測定手段と、を備える流れ測定装置を提供する。   A first aspect of the present invention is a flow measuring device for measuring a flow in a water channel, wherein the open end of the upper end is located at a position higher than the assumed maximum water level of the water channel, while the closed end of the lower end is Holding means extending in the up-down direction located on the bottom wall side of the water channel, and a pedestal arranged on the side wall of the water channel, and inserted into the holding means via the open end and upward from the closed end side A plurality of held bodies that can be stacked and arranged and can be pulled out from the holding means via the open end; and attached to at least one of the plurality of held bodies. And a flow measuring device comprising a measuring means for measuring the flow of the flow.

測定手段を設置するには、水路の想定される最高水位よりも高い位置に位置する開放端を介して被保持体を保持手段に閉鎖端から積み重ねて設置すればよい。いったん測定手段を設置した後も、開放端を介して保持手段から被保持体を抜き出すことでメンテナンスを行うことができる。又、メンテナンス後に測定手段を再設置する場合には、開放端を介して被保持体を保持手段に閉鎖端から積み重ねて設置すればよい。従って、設置やメンテナンスのために水路内の水を抜く必要がなく、ダイバーによる水中作業も必要がない。この点で、測定手段の設置やメンテナンスが容易である。   In order to install the measurement means, it is only necessary to install the held bodies stacked on the holding means from the closed end via the open end positioned higher than the assumed maximum water level of the water channel. Even after the measuring means is once installed, maintenance can be performed by extracting the object to be held from the holding means via the open end. Further, when the measuring means is reinstalled after maintenance, the object to be held may be stacked and installed on the holding means from the closed end via the open end. Therefore, it is not necessary to drain water in the water channel for installation and maintenance, and there is no need for underwater work by a diver. In this respect, installation and maintenance of the measuring means are easy.

被保持体は、水路内を上下方向に延びた保持手段に差し込んで積み重ねて配置され、かつ保持手段から抜き出される。又、測定手段は被保持体の少なくとも1つに取り付けられる。言い換えれば、測定手段が取り付けられた被保持体を保持手段から抜き出し、その下方へ新たに被保持体を保持手段に差し込む、又はその下方の被保持体を保持手段から抜き出すことができる。この点で測定手段の高さ位置を変更できる。   The objects to be held are arranged by being stacked by being inserted into the holding means extending in the vertical direction in the water channel, and are extracted from the holding means. The measuring means is attached to at least one of the held objects. In other words, it is possible to pull out the held body to which the measuring means is attached from the holding means, and newly insert the held body into the holding means below, or pull out the held body below it from the holding means. At this point, the height position of the measuring means can be changed.

具体的な1つの手段として、前記架台は、前記想定される最高水位よりも高い位置に前記水路の壁面への固定部を備えるものである。   As a specific means, the gantry includes a fixing portion to the wall surface of the water channel at a position higher than the assumed maximum water level.

水路の水面よりも上方で、架台を水路の壁面に設置することができる。従って、架台を水路壁面に設置する際には、水路内の水を抜くこともダイバーによる水中作業も不要である。この点で、架台の設置が容易である。   The gantry can be installed on the wall surface of the water channel above the water surface of the water channel. Therefore, when installing the gantry on the wall surface of the water channel, it is not necessary to drain the water in the water channel or perform underwater work by a diver. In this respect, it is easy to install the gantry.

前記被保持体は、前記保持手段からの抜き出し操作用の治具が係合可能な係合手段を備えることが好ましい。   It is preferable that the to-be-held body includes an engagement unit that can engage with a jig for an extraction operation from the holding unit.

治具を使用して被保持体を保持手段から抜き出すことができるため、保持手段からの被保持体の抜き出しが容易である。   Since the held body can be extracted from the holding means using the jig, it is easy to extract the held body from the holding means.

前記被保持体は例えば板状部材であり、前記保持手段は前記板状部材の両側部が差し込まれる一対の保持溝である。ただし、必要な強度が確保でき、被保持体を保持手段に積み重ねて配置でき、かつ抜き出し可能である限り、被保持体及び保持手段の具体的な構造は特に限定されない。例えば、被保持体の裏面に中空の楕円形又は四角形状の断面を形成する保持管を有し、この保持管を楕円形又は四角形状の断面を形成する保持手段に挿通する構成でもよい。   The held body is, for example, a plate member, and the holding means is a pair of holding grooves into which both side portions of the plate member are inserted. However, the specific structures of the held body and the holding means are not particularly limited as long as the required strength can be ensured, the held bodies can be stacked on the holding means, and can be extracted. For example, a holding tube that forms a hollow elliptical or rectangular cross section on the back surface of the object to be held may be provided, and the holding tube may be inserted into a holding means that forms an elliptical or rectangular cross section.

前記板状部材の高さが複数種類あることが好ましい。必要な強度が確保でき、測定手段を取り付けるスペースを確保する限り、高さサイズは特に限定されない。   It is preferable that the plate-like member has a plurality of heights. The height size is not particularly limited as long as the required strength can be ensured and a space for attaching the measuring means is secured.

前記保持溝の前記開放端に着脱可能に取り付けられる保護手段を備えることが好ましい。保護手段により、架台の開放端を覆うことができる。この点で、ゴミの進入の防止や、プレートの紛失を防止することができる。   It is preferable to provide a protection means detachably attached to the open end of the holding groove. The open end of the gantry can be covered by the protection means. In this respect, it is possible to prevent entry of dust and loss of the plate.

前記測定手段は例えば、超音波センサである。他のセンサとしては電磁式センサを用いてもよい。   The measurement means is, for example, an ultrasonic sensor. An electromagnetic sensor may be used as the other sensor.

本発明の第2の態様は、水路内の流れを測定する流れ測定装置であって、平面視で前記水路の流れに対して角度をなして対向する第1及び第2の測定ユニットを備え、前記第1及び第2の測定ユニットは、上端の開放端が前記水路の想定される最高水位よりも高い位置に位置する一方、下端の閉鎖端が前記水路の底壁側に位置する上下方向に延びた保持手段を有し、前記水路の側壁に配置された架台と、前記開放端を介して前記保持手段に差し込んで前記閉鎖端側から上方に向けて積み重ねて配置可能であり、かつ前記開放端を介して前記保持手段から抜き出し可能な複数の被保持体と、前記複数の被保持体のうちの少なくとも1つに取り付けられた、前記水路内の流れを測定する測定手段と、をそれぞれ備える流れ測定装置を提供する。   A second aspect of the present invention is a flow measurement device that measures a flow in a water channel, and includes first and second measurement units that face each other at an angle with respect to the flow of the water channel in a plan view, In the first and second measurement units, the open end of the upper end is located at a position higher than the assumed maximum water level of the water channel, while the closed end of the lower end is located in the vertical direction located on the bottom wall side of the water channel. A holding means extended, and a pedestal arranged on a side wall of the water channel, and can be arranged by being stacked on the holding means by being inserted into the holding means via the open end and stacked upward from the closed end side; and A plurality of held bodies that can be extracted from the holding means via ends, and a measuring means that is attached to at least one of the plurality of held bodies and that measures the flow in the water channel. A flow measuring device is provided.

水路の両岸に設置された一対の測定手段の間で超音波の発信及び受信を行い、流速によって流体中の超音波伝播速度や超音波の周波数が変化する現象を利用して流速を測定し、それに基づいて流量を算出することができる。   Ultrasound is transmitted and received between a pair of measuring means installed on both sides of the waterway, and the flow velocity is measured using the phenomenon that the ultrasonic wave propagation velocity and ultrasonic frequency in the fluid change depending on the flow velocity. Based on this, the flow rate can be calculated.

本発明の流れ測定装置によれば、水路の想定される最高水位よりも高い位置に位置する架台の開放端を介して保持手段に閉鎖端から上方へ向けて積み重ねて配置可能であり、かつ開放端を介して保持手段から抜き出し可能な被保持体に測定手段が取り付けられているため、水路内の水を抜くことやダイバーによる水中作業を行うことなく、測定手段の設置やメンテナンスのための取り外し及びメンテナンス後の再設置が可能であるので、測定手段の設置やメンテナンスが容易である。   According to the flow measuring device of the present invention, the holding means can be stacked from the closed end to the upper side through the open end of the gantry located at a position higher than the assumed maximum water level of the water channel, and can be opened. Since the measuring means is attached to the object to be held that can be pulled out from the holding means via the end, the measuring means can be removed for installation and maintenance without draining water from the channel or performing underwater work with a diver. In addition, since re-installation after maintenance is possible, installation and maintenance of the measuring means are easy.

又、水路内を上下方向に延びた保持手段に差し込んで積み重ねて配置され、かつ保持手段から抜き出される被保持体のうちの少なくとも1つに測定手段が取り付けられる。従って、測定手段が取り付けられた被保持体を保持手段から抜き出し、その下方へ新たに被保持体を保持手段に差し込む、又はその下方の被保持体を保持手段から抜き出すことによって測定手段の高さ位置を容易に変更することができる。   Further, the measuring means is attached to at least one of the objects to be held that are arranged by being stacked by being inserted into the holding means extending in the vertical direction in the water channel. Accordingly, the height of the measuring means can be increased by extracting the held body to which the measuring means is attached from the holding means and inserting the held body into the holding means below or by removing the lower held body from the holding means. The position can be easily changed.

更に、架台は、想定される最高水位よりも高い位置に水路の壁面への固定部を備えるため、水路内の水を抜くことやダイバーによる水中作業を必要とせずに、架台を水路壁面に設置することができ、架台の設置が容易である。   In addition, the gantry has a fixed part to the channel wall at a position higher than the assumed maximum water level, so the gantry is installed on the channel wall without draining water from the channel or underwater work by divers. It is easy to install the mount.

次に、添付図面を参照して本発明の実施形態を詳細に説明する。   Next, embodiments of the present invention will be described in detail with reference to the accompanying drawings.

図1は、本発明の実施形態に係る流量測定装置(流れ測定装置)1を示す。この流量測定装置1は、水路2の側壁3に配置された架台4と、この架台4の一部をなす保持手段5に差し込む、及び抜き出し可能に配置された複数のプレート(被保持体)6と、複数のプレート6の中の1枚又は複数のプレート6に取り付けられた超音波センサ(測定手段)7a、7bと、をそれぞれ備える一対の第1の測定ユニット8a及び第2の測定ユニット8bから構成されている。   FIG. 1 shows a flow measuring device (flow measuring device) 1 according to an embodiment of the present invention. The flow rate measuring device 1 includes a gantry 4 disposed on a side wall 3 of a water channel 2 and a plurality of plates (supported bodies) 6 disposed so as to be inserted into and extracted from a holding means 5 constituting a part of the gantry 4. And a pair of first measurement unit 8a and second measurement unit 8b each including ultrasonic sensors (measurement means) 7a, 7b attached to one or a plurality of plates 6 It is composed of

第1及び第2の測定ユニット8a、8bがそれぞれ備える架台4は同一形状であるため、一方の架台4について説明する。図2(a)を参照すると、本実施形態の架台4は、L字鋼からなる第1固定部11と、第1固定部11から鉛直下方に延びる保持手段5と、平板鋼からなる第2固定部13と、を備える。架台4は、SUS製のL字鋼や鋼板を溶接で接合して構成した構造体である。   Since the gantry 4 provided in each of the first and second measurement units 8a and 8b has the same shape, only the gantry 4 will be described. Referring to FIG. 2 (a), the gantry 4 of the present embodiment includes a first fixing part 11 made of L-shaped steel, a holding means 5 extending vertically downward from the first fixing part 11, and a second steel made of flat steel. A fixing unit 13. The gantry 4 is a structure configured by joining SUS L-shaped steel or steel plate by welding.

架台4の保持手段5は、水路2内を上方から下方に向かって延びる保持レール14を備え、この保持レール14の中に、対向するように配置された一対のL字断面15と、このL字断面の更に内側に配置されたこれよりも小さな一対のL字断面16から構成される保持溝17が形成されている。ただし、耐腐食性を有し被保持体6を差し込んで保持し抜き出すことができる限り、保持手段5の構造は特に限定されない。例えば、保持手段5は、開放端18から閉鎖端19に向かって延びる、断面が楕円形又は四角形状である棒状であってもよい。   The holding means 5 of the gantry 4 includes a holding rail 14 that extends downward from above in the water channel 2, and a pair of L-shaped cross-sections 15 disposed so as to face each other in the holding rail 14, and the L A holding groove 17 composed of a pair of smaller L-shaped cross sections 16 disposed further inside the cross section is formed. However, the structure of the holding means 5 is not particularly limited as long as it has corrosion resistance and can hold and extract the held body 6. For example, the holding means 5 may have a rod shape extending from the open end 18 toward the closed end 19 and having an oval or square cross section.

又、保持手段5は、上端に開口する開放端18が形成され、この開放端18から水路2の底壁に向かって下方に延び、保持手段5の下端に接合された一枚の鋼板からなる閉鎖端19が形成されている。開放端18は水路2の想定される最高水位よりも高い位置に位置している。閉鎖端19は水路2の底壁側に位置している。   The holding means 5 is formed with a single steel plate that is formed with an open end 18 that opens at the upper end, extends downward from the open end 18 toward the bottom wall of the water channel 2, and is joined to the lower end of the holding means 5. A closed end 19 is formed. The open end 18 is located at a position higher than the assumed maximum water level of the water channel 2. The closed end 19 is located on the bottom wall side of the water channel 2.

保持手段5の外側には、開放端18から閉鎖端19まで延び、側壁3に対して所定の角度をなす一対の防波鋼21が配置されてもよい。防波鋼21によって水の流れが直接保持手段5へ当たることを防止し、保持手段5が水流により腐食され強度が低下することを防ぐ。   A pair of wave-breaking steels 21 extending from the open end 18 to the closed end 19 and forming a predetermined angle with respect to the side wall 3 may be disposed outside the holding means 5. The wave preventing steel 21 prevents the water flow from directly hitting the holding means 5 and prevents the holding means 5 from being corroded by the water flow and reducing its strength.

架台4の第1固定部11は、保持手段5の上端に接合され、水路2の上面23に設置される。具体的には第1固定部11には一直線上に4つの取り付け孔22aが形成されている。一方で水路2の上面23には4本の取り付けボルト24aが鉛直方向上向きに突出する姿勢で設置され、これらの取り付けボルト24aを取り付け孔22aに挿通し、ナット(図示せず)を締め付けることにより、架台4の上端を水路2に対して鉛直方向に着脱可能に設置することができる。   The first fixing part 11 of the gantry 4 is joined to the upper end of the holding means 5 and installed on the upper surface 23 of the water channel 2. Specifically, four attachment holes 22a are formed on the first fixing portion 11 in a straight line. On the other hand, four mounting bolts 24a are installed on the upper surface 23 of the water channel 2 in a posture that protrudes upward in the vertical direction. By inserting these mounting bolts 24a into the mounting holes 22a and tightening nuts (not shown), The upper end of the gantry 4 can be detachably installed in the vertical direction with respect to the water channel 2.

同様に、架台4の第2固定部13は、想定される最高水位よりも高い位置で水路2の壁面に設置されるように保持手段5の上部に接合されている。具体的には第2固定部13の両側に上下2つの取り付け孔22bが形成されている。一方で壁面には4本の取り付けボルト24bが水平方向に突出する姿勢で設置されている。これらの取り付けボルト24bを取り付け孔22bに挿通し、ナット(図示せず)を締め付けることにより、架台4を水路2に対して水平方向に着脱可能に取り付けることができる。   Similarly, the 2nd fixing | fixed part 13 of the mount frame 4 is joined to the upper part of the holding means 5 so that it may be installed in the wall surface of the water channel 2 in a position higher than the assumed highest water level. Specifically, two upper and lower mounting holes 22 b are formed on both sides of the second fixing portion 13. On the other hand, four mounting bolts 24b are installed on the wall surface so as to protrude in the horizontal direction. By inserting these mounting bolts 24b through the mounting holes 22b and tightening nuts (not shown), the gantry 4 can be detachably attached to the water channel 2 in the horizontal direction.

架台4は、必要な強度と耐腐食性が確保される限り、架台4を構成する材料、架台4の構造、及び架台4を水路2に対して固定する機構は実施形態のものに限定されない。又、本実施形態では水路2の底壁に対して垂直な側壁3に固定されているが、水路2の傾斜壁面に固定する構成も採用し得る。   As long as necessary strength and corrosion resistance of the gantry 4 are ensured, the material constituting the gantry 4, the structure of the gantry 4, and the mechanism for fixing the gantry 4 to the water channel 2 are not limited to those of the embodiment. Further, in this embodiment, although fixed to the side wall 3 perpendicular to the bottom wall of the water channel 2, a configuration of fixing to the inclined wall surface of the water channel 2 can also be adopted.

架台4の上端には一対のカバー(保護手段)取り付け孔25が形成されている。カバー取り付け孔25と、カバー26の立壁に形成された一対のカバー側取り付け孔26aとがネジ(図示せず)を介して嵌合し、カバー26(図2(b))が取り付けられる。カバー26は、架台4の開放端18を覆うように開放端18に沿って伸びるL字形状である。この点で架台4の保持溝17にゴミが入らないための保護及びプレート6の紛失を防止することができる。   A pair of cover (protection means) attachment holes 25 are formed at the upper end of the gantry 4. The cover attachment hole 25 and a pair of cover side attachment holes 26a formed in the standing wall of the cover 26 are fitted via screws (not shown), and the cover 26 (FIG. 2B) is attached. The cover 26 has an L shape extending along the open end 18 so as to cover the open end 18 of the gantry 4. In this respect, it is possible to prevent the dust from entering the holding groove 17 of the gantry 4 and to prevent the plate 6 from being lost.

次に、図2(a)及び図3(a)を参照して、プレート6を説明する。プレート6はSUS製で矩形である。プレート6は例えば、高さ方向が200mm、300mm、500mmである3種類のサイズのプレート6a、6b、6cである。ただし、架台4の保持手段5に差し込んで積み重ねて配置可能であり、かつ保持手段5から抜き出し可能な構造であり、必要な強度が確保されるという条件を満たす限り、プレート6の構造やサイズ、プレート6を構成する材料は実施形態のものに限定されない。例えば、前述のように保持手段5が棒状である実施形態においては、プレート6の裏面に断面が中空の楕円形又は四角形状で、保持手段5に挿通できるため保持管を備えてもよい。   Next, the plate 6 will be described with reference to FIGS. 2 (a) and 3 (a). The plate 6 is made of SUS and has a rectangular shape. The plate 6 is, for example, three types of plates 6a, 6b, and 6c whose height directions are 200 mm, 300 mm, and 500 mm. However, the structure and size of the plate 6 can be inserted into the holding means 5 of the gantry 4 and stacked, and can be removed from the holding means 5 as long as the required strength is ensured. The material constituting the plate 6 is not limited to that of the embodiment. For example, in the embodiment in which the holding means 5 is rod-shaped as described above, a holding tube may be provided because the back surface of the plate 6 has a hollow oval or square shape and can be inserted into the holding means 5.

図3(a)及び図3(b)に示すように超音波センサ7は、3種類のプレート6a、6b、6cのうち、例えば最大サイズのプレート6cの、その表面に形成された1つの中心孔27及びその同心円上に形成された3つの周辺孔28に、ボルト(図示せず)を介して取り付けられる。ただし、超音波センサ7を取り付けるための表面積が確保されれば、どのようなサイズのプレート6に取り付けてもよい。   As shown in FIGS. 3A and 3B, the ultrasonic sensor 7 has one center formed on the surface of, for example, the maximum size plate 6c among the three types of plates 6a, 6b, and 6c. The holes 27 and the three peripheral holes 28 formed on the concentric circles are attached via bolts (not shown). However, as long as the surface area for attaching the ultrasonic sensor 7 is secured, it may be attached to the plate 6 of any size.

本実施形態における超音波センサ7a、7bは、超音波の発信及び受信を行うためのピエゾ素子を備えている。図1を参照すると、超音波センサ7a、7bは水路2中の流水の流れ方向Aに対して直角でない所定の角度をなすように対向して配置されている。超音波センサ7bが上流側に位置し、超音波センサ7aが下流側に位置している。又、超音波センサ7a、7bは川底から同一の高さに配置されている。   The ultrasonic sensors 7a and 7b according to the present embodiment include piezoelectric elements for transmitting and receiving ultrasonic waves. Referring to FIG. 1, the ultrasonic sensors 7 a and 7 b are arranged to face each other at a predetermined angle that is not perpendicular to the flowing direction A of flowing water in the water channel 2. The ultrasonic sensor 7b is located on the upstream side, and the ultrasonic sensor 7a is located on the downstream side. The ultrasonic sensors 7a and 7b are arranged at the same height from the riverbed.

超音波センサ7a、7aは、架台4に沿って延びるケーブル(図示せず)を介して水路2外に設置された処理装置29に接続されている。この処理装置29は、ピエゾ素子を駆動するためのパルス電圧を発信側の超音波センサ7aに印加し、超音波のパルス状信号を超音波センサ7aに発信させる。超音波センサ7aから発信されたパルス状信号は水路2内を流れと逆方向に伝搬して超音波センサ7bに到達する。同様に、超音波センサ7bから発信されたパルス状信号は水路2内を流れの方向に伝搬して超音波センサ7aに到達する。超音波センサ7aから発信され超音波センサ7bに到達するパルス状信号の伝播時間と、超音波センサ7bから発信され超音波センサ7aに到達するパルス状信号の伝搬時間の差から水路2の流速の測定値を計算し、この測定値から水路2の流量を計算する。   The ultrasonic sensors 7 a and 7 a are connected to a processing device 29 installed outside the water channel 2 via a cable (not shown) extending along the gantry 4. The processing device 29 applies a pulse voltage for driving the piezoelectric element to the ultrasonic sensor 7a on the transmission side, and transmits an ultrasonic pulse signal to the ultrasonic sensor 7a. The pulse signal transmitted from the ultrasonic sensor 7a propagates in the water channel 2 in the opposite direction to the flow and reaches the ultrasonic sensor 7b. Similarly, the pulse signal transmitted from the ultrasonic sensor 7b propagates in the water channel 2 in the flow direction and reaches the ultrasonic sensor 7a. From the difference between the propagation time of the pulse signal transmitted from the ultrasonic sensor 7a and reaching the ultrasonic sensor 7b and the propagation time of the pulse signal transmitted from the ultrasonic sensor 7b and reaching the ultrasonic sensor 7a, The measured value is calculated, and the flow rate of the water channel 2 is calculated from the measured value.

超音波センサ7a、7b及び処理装置29は、伝播時間差方式以外の方式(例えば、相互相関法やドップラ法)により流量を算出するものでもよい。また、水位測定は架台4に設置した超音波水位計やマイクロ波水位計で行ってもよい。又、投げ込み式水位計でもよい。さらに、超音波センサ7a、7b及び処理装置29は、流量を測定するものに限定されず、流速分布を測定するものでもよい。さらにまた、超音波センサ7a、7b以外の他の原理で流れ測定を行うためのセンサを、架台4に取り付けてもよい。この種のセンサとしては、例えば電磁式センサがある。   The ultrasonic sensors 7a and 7b and the processing device 29 may calculate the flow rate by a method other than the propagation time difference method (for example, a cross-correlation method or a Doppler method). The water level may be measured with an ultrasonic water level meter or a microwave water level meter installed on the gantry 4. A throw-in type water level gauge may also be used. Furthermore, the ultrasonic sensors 7a and 7b and the processing device 29 are not limited to those that measure the flow rate, but may measure the flow velocity distribution. Furthermore, a sensor for performing flow measurement based on a principle other than the ultrasonic sensors 7 a and 7 b may be attached to the gantry 4. An example of this type of sensor is an electromagnetic sensor.

又、1つの架台4に設置する超音波センサ7は1つに限定されない。水路2両岸の超音波センサ7を複数水深位置に互いに対向するように複数対の超音波センサ7を設置し、超音波到達時間又は周波数の変化から水路2の総流量を推定する方法を採用してもよい。   Further, the number of ultrasonic sensors 7 installed on one gantry 4 is not limited to one. A method is adopted in which a plurality of pairs of ultrasonic sensors 7 are installed so that the ultrasonic sensors 7 on both sides of the water channel 2 face each other at a plurality of water depth positions, and the total flow rate in the water channel 2 is estimated from changes in ultrasonic arrival time or frequency May be.

超音波センサ7は、プレート6と係合する面と平行な面内で回動することで、角度調整が可能なものでもよく、傾斜壁面に設置する構成も採用できる。   The ultrasonic sensor 7 may be capable of adjusting the angle by rotating in a plane parallel to the surface that engages with the plate 6, and may be configured to be installed on an inclined wall surface.

図4(a)を参照して、抜き出し操作用の治具31を説明する。抜き出し操作用の治具31は、棒状に伸びた持ち手部32と、その先端に取り付けられたL字金具33とからなる。プレート6の上側中央部に形成された引っ張り孔34に挿通するために、L字金具33の直径は引っ張り孔34の直径よりも小さい。治具31は、プレート6を開放端18よりも上方から引っ張り上げることができ、かつ必要な強度が確保できる限り、治具31を構成する材料、治具31の構造、及びプレート6を上方から引っ張り上げる機構は本実施形態のものに限定されない。   With reference to Fig.4 (a), the jig | tool 31 for extraction operation is demonstrated. The extraction operation jig 31 includes a handle portion 32 extending in a rod shape, and an L-shaped metal fitting 33 attached to the tip thereof. The diameter of the L-shaped metal fitting 33 is smaller than the diameter of the pulling hole 34 in order to pass through the pulling hole 34 formed in the upper center portion of the plate 6. As long as the jig 31 can pull the plate 6 from above the open end 18 and can ensure the necessary strength, the material constituting the jig 31, the structure of the jig 31, and the plate 6 are moved from above. The pulling mechanism is not limited to that of the present embodiment.

次に、この流量計測装置1の動作を説明する。前述のように、プレート6が架台4に保持されており、このプレート6に取り付けられた超音波センサ7のピエゾ素子から投射される超音波により、水路2内の流量を測定できる。   Next, the operation of the flow rate measuring device 1 will be described. As described above, the plate 6 is held on the gantry 4, and the flow rate in the water channel 2 can be measured by ultrasonic waves projected from the piezoelectric element of the ultrasonic sensor 7 attached to the plate 6.

架台4の設置について説明する。まず、架台4の第1固定部11を取り付けボルト24aを介して水路2の上面に固定する。続いて第2固定部13を、取り付けボルト24bを介して水路2の想定される最高水位よりも高い側壁3に固定する。このように水路2の水面よりも上方で、架台4を側壁3に設置することができる。従って、架台4を設置する際には水路2内の水を抜くこともダイバーによる水中作業も不要である。この点で、架台4の設置が容易である。   The installation of the gantry 4 will be described. First, the 1st fixing | fixed part 11 of the mount frame 4 is fixed to the upper surface of the water channel 2 via the attachment volt | bolt 24a. Then, the 2nd fixing | fixed part 13 is fixed to the side wall 3 higher than the highest water level assumed of the water channel 2 via the attachment volt | bolt 24b. Thus, the gantry 4 can be installed on the side wall 3 above the water surface of the water channel 2. Therefore, when installing the gantry 4, it is not necessary to drain water in the water channel 2 or to perform underwater work by a diver. In this respect, installation of the gantry 4 is easy.

続いて図4(b)を参照して、プレート6の保持手段5(保持溝17)への差し込み、及び抜き出し動作について説明する。超音波センサ7の設置時には、水路2の想定される最高水位よりも高い位置に位置する架台4の開放端18を介して保持溝17にプレート6の両側を差し込んで、下方へ降下させる。この時、サイズの異なるいずれのプレート6の幅も例えば315mmで厚さ4mmであるのに対し、保持溝17の横方向距離は330mmで厚さは4mmのプレート6が嵌るように形成されているため、プレート6は保持溝17に嵌って降下する。同様に、超音波センサ7を備えたプレート6を、開放端18を介して保持溝17に差し込んで降下させる。超音波センサ7を備えたプレート6が、他の降下されたプレート6と共に閉鎖端19から上方へ向かって順に積み重ねられることにより超音波センサ7は設置される。   Next, with reference to FIG. 4B, the operation of inserting and extracting the plate 6 into and from the holding means 5 (holding groove 17) will be described. When the ultrasonic sensor 7 is installed, both sides of the plate 6 are inserted into the holding groove 17 via the open end 18 of the gantry 4 located at a position higher than the assumed maximum water level of the water channel 2 and lowered downward. At this time, the width of any plate 6 having a different size is, for example, 315 mm and the thickness is 4 mm, whereas the horizontal distance of the holding groove 17 is 330 mm and the thickness of the plate 6 is 4 mm. Therefore, the plate 6 fits into the holding groove 17 and descends. Similarly, the plate 6 provided with the ultrasonic sensor 7 is inserted into the holding groove 17 via the open end 18 and lowered. The ultrasonic sensor 7 is installed by sequentially stacking the plate 6 including the ultrasonic sensor 7 together with the other lowered plates 6 from the closed end 19 upward.

いったん超音波センサ7を設置した後も、開放端18を介して、積み重ねられている上のプレート6から順に保持溝17に沿って持ち上げて抜き出す。同様に超音波センサ7を備えたプレート6を抜き出すことでメンテナンスを行うことができる。   Even after the ultrasonic sensor 7 is once installed, the ultrasonic sensor 7 is lifted and extracted along the holding groove 17 in order from the upper plate 6 stacked through the open end 18. Similarly, maintenance can be performed by extracting the plate 6 provided with the ultrasonic sensor 7.

以上のように、超音波センサ7を設置するには、水路2の想定される最高水位よりも高い位置に位置する開放端18を介してプレート6を保持手段5に閉鎖端19から積み重ねて設置すればよい。いったん超音波センサ7を設置した後も、開放端18を介して保持手段5からプレート6を抜き出すことでメンテナンスを行うことができる。又、メンテナンス後に超音波センサ7を再設置する場合には、開放端18を介してプレート6を保持手段5に閉鎖端19から積み重ねて設置すればよい。従って、設置やメンテナンスのために水路2内の水を抜く必要がなく、ダイバーによる水中作業も必要がない。この点で、超音波センサ7の設置やメンテナンスが容易である。   As described above, in order to install the ultrasonic sensor 7, the plate 6 is stacked on the holding means 5 from the closed end 19 through the open end 18 positioned higher than the assumed maximum water level of the water channel 2. do it. Even after the ultrasonic sensor 7 is once installed, maintenance can be performed by extracting the plate 6 from the holding means 5 through the open end 18. When the ultrasonic sensor 7 is reinstalled after maintenance, the plate 6 may be stacked on the holding means 5 from the closed end 19 through the open end 18. Therefore, it is not necessary to drain water in the water channel 2 for installation and maintenance, and there is no need for underwater work by a diver. In this respect, installation and maintenance of the ultrasonic sensor 7 are easy.

又、治具31の持ち手部32を持ち、L字金具33の先端をプレート6の引っ張り孔34に挿通しプレート6を取り外すことができる。従って、治具31を使用して、保持手段5の下方に配置されたプレート6を水路2の上方から開放端18を介して取り外すことができ、保持手段5からプレート6の抜き出しが容易である。   Further, the holding part 32 of the jig 31 is held, and the tip of the L-shaped metal fitting 33 can be inserted into the pulling hole 34 of the plate 6 to remove the plate 6. Therefore, using the jig 31, the plate 6 disposed below the holding means 5 can be removed from above the water channel 2 through the open end 18, and the plate 6 can be easily extracted from the holding means 5. .

次に、本実施形態の超音波センサ7の高さ位置調整について説明する。例えば、図2(a)に示すように超音波センサ7が保持手段5の閉鎖端19から2つ目のプレート6に配置されている場合には、まずこれよりも上方にあるプレート6を保持手段5から抜き出した後、超音波センサ7を備えたプレート6を同様に抜き出す。超音波センサ7より下方のプレート6の高さが、超音波センサ7の目標の高さ位置よりも低い場合には、よりサイズの大きいプレート6に交換する、又はプレート6を追加する。その上へ超音波センサ7を備えたプレート6を差し込み、設置することで超音波センサ7の設置位置を高くし、目標の高さ位置へ合わせることができる。例えば、超音波センサ7を備えたプレート6を取り外した後の、架台4に保持されているプレート6の上端の高さが、超音波センサ7を設置する高さよりも450mm低い場合には、高さ方向の寸法が300mmのプレート6を差し込み、次に超音波センサ7を備えたプレート6を差し込み、設置する。この時、超音波センサ7はこれを備えたプレート6下端から約151mm上方に位置するため、超音波センサ7を目標の高さ位置付近に設置することができる。   Next, the height position adjustment of the ultrasonic sensor 7 of this embodiment will be described. For example, when the ultrasonic sensor 7 is disposed on the second plate 6 from the closed end 19 of the holding means 5 as shown in FIG. 2A, the plate 6 located above the first is held first. After extracting from the means 5, the plate 6 provided with the ultrasonic sensor 7 is similarly extracted. If the height of the plate 6 below the ultrasonic sensor 7 is lower than the target height position of the ultrasonic sensor 7, the plate 6 is replaced with a larger size or added. The plate 6 provided with the ultrasonic sensor 7 is inserted and installed thereon, whereby the installation position of the ultrasonic sensor 7 can be increased and adjusted to the target height position. For example, when the height of the upper end of the plate 6 held by the gantry 4 after removing the plate 6 including the ultrasonic sensor 7 is 450 mm lower than the height at which the ultrasonic sensor 7 is installed, A plate 6 with a 300 mm dimension is inserted, and then a plate 6 with an ultrasonic sensor 7 is inserted and installed. At this time, since the ultrasonic sensor 7 is positioned about 151 mm above the lower end of the plate 6 provided with the ultrasonic sensor 7, the ultrasonic sensor 7 can be installed near the target height position.

反対に、超音波センサ7を備えたプレート6より下方のプレート6の上端の高さが、超音波センサ7の目標の高さ位置よりも高い場合には、超音波センサ7より下方のプレート6をサイズの小さいプレート6に交換する、又は下方のプレート6を取り外し、その上に超音波センサ7を備えたプレート6を設置することで超音波センサ7の設置位置を低くし、目標の高さ位置に合わせることができる。   On the contrary, when the height of the upper end of the plate 6 below the plate 6 provided with the ultrasonic sensor 7 is higher than the target height position of the ultrasonic sensor 7, the plate 6 below the ultrasonic sensor 7. Is replaced with a smaller plate 6, or the lower plate 6 is removed, and the plate 6 with the ultrasonic sensor 7 is installed thereon, thereby lowering the installation position of the ultrasonic sensor 7, and the target height. Can be adjusted to the position.

以上のように、プレート6は、水路2内を上下方向に延びた保持手段5に差し込んで積み重ねて配置され、かつ保持手段5から抜き出される。又、超音波センサ7はプレート6の少なくとも1つに取り付けられる。従って、超音波センサ7が取り付けられたプレート6を保持手段5から抜き出し、その下方へ新たにプレート6を保持手段5に差し込む、又はその下方のプレート6を保持手段5から抜き出すことができる。この点で超音波センサ7の高さ位置を容易に変更できる。   As described above, the plate 6 is inserted into the holding means 5 extending in the vertical direction in the water channel 2 and stacked, and is extracted from the holding means 5. The ultrasonic sensor 7 is attached to at least one of the plates 6. Accordingly, the plate 6 to which the ultrasonic sensor 7 is attached can be extracted from the holding means 5 and the plate 6 can be newly inserted below the holding means 5, or the plate 6 below the plate 6 can be extracted from the holding means 5. In this respect, the height position of the ultrasonic sensor 7 can be easily changed.

本発明は前記実施形態に限定されず、種々の変形が可能である。   The present invention is not limited to the above embodiment, and various modifications can be made.

架台4に関しては図5に示すように、架台4の第1固定部35及び第2固定部36を側壁3の上部及び下部で水路2に固定する構成でもよい。第1固定部35及び第2固定部36にはそれぞれ、両側に上下2つの取り付け孔35a及び36bが形成されおり、ボルト(図示せず)を介して側壁3に設置される。   With respect to the gantry 4, as shown in FIG. 5, the first fixing portion 35 and the second fixing portion 36 of the gantry 4 may be fixed to the water channel 2 at the upper and lower portions of the side wall 3. The first fixing portion 35 and the second fixing portion 36 are respectively provided with two upper and lower mounting holes 35a and 36b on both sides, and are installed on the side wall 3 via bolts (not shown).

いったん架台4を設置した後は、水を抜かなくても超音波センサ7の設置、メンテナンスのための取り外し、及び再設置が可能であるという効果が得られる。又、水位の変化に対応して超音波センサ7の高さ調整が容易であるという効果も得られる。   Once the gantry 4 is installed, it is possible to obtain an effect that the ultrasonic sensor 7 can be installed, removed for maintenance, and re-installed without draining water. Moreover, the effect that the height adjustment of the ultrasonic sensor 7 is easy corresponding to the change of the water level is also obtained.

本発明の実施形態に係る流量測定装置を水路に設置した状態の斜視図。The perspective view in the state where the flow measuring device concerning the embodiment of the present invention was installed in the channel. (a)は本発明の実施形態に係る流量測定装置の正面図、上面図及び側面図(b)はカバーの斜視図。(A) is a front view of a flow measuring device concerning an embodiment of the present invention, a top view, and a side view (b) are perspective views of a cover. (a)は複数のサイズのプレートの正面図(b)は超音波センサの上面図及び超音波センサを取り付けるプレートの正面図。(A) is a front view of a plate of a plurality of sizes. (B) is a top view of the ultrasonic sensor and a front view of a plate to which the ultrasonic sensor is attached. (a)は引き上げ棒の側面図(b)は引き上げ棒を介してプレートを架台から持ち上げる状態の斜視図。(A) is a side view of the lifting rod (b) is a perspective view of a state where the plate is lifted from the gantry via the lifting rod. 架台の変形例を水路の側面に設置した状態の斜視図。The perspective view of the state which installed the modification of the mount frame in the side surface of the waterway.

符号の説明Explanation of symbols

1 流量測定装置(流れ測定装置)
2 水路
3 側壁
4 架台
5 保持手段
6,6a,6b,6c プレート(被保持体)
7,7a,7b 超音波センサ(測定手段)
8a 第1の測定ユニット
8b 第2の測定ユニット
11 第1固定部
13 第2固定部
17 保持溝
18 開放端
19 閉鎖端
26 カバー(保護手段)
31 治具
1 Flow measurement device (flow measurement device)
2 Water channel 3 Side wall 4 Base 5 Holding means 6, 6a, 6b, 6c Plate (held object)
7, 7a, 7b Ultrasonic sensor (measuring means)
8a 1st measurement unit 8b 2nd measurement unit 11 1st fixed part 13 2nd fixed part 17 Holding groove 18 Open end 19 Closed end 26 Cover (protection means)
31 Jig

Claims (8)

水路内の流れを測定する流れ測定装置であって、
上端の開放端が前記水路の想定される最高水位よりも高い位置に位置する一方、下端の閉鎖端が前記水路の底壁側に位置する上下方向に延びた保持手段を有し、前記水路の側壁に配置された架台と、
前記開放端を介して前記保持手段に差し込んで前記閉鎖端側から上方に向けて積み重ねて配置可能であり、かつ前記開放端を介して前記保持手段から抜き出し可能な複数の被保持体と、
前記複数の被保持体のうちの少なくとも1つに取り付けられた、前記水路内の流れを測定する測定手段と、
を備える、流れ測定装置。
A flow measuring device for measuring a flow in a water channel,
The open end of the upper end is located at a position higher than the assumed maximum water level of the water channel, while the closed end of the lower end has a holding means extending in the vertical direction located on the bottom wall side of the water channel, A stand placed on the side wall;
A plurality of objects to be held that can be inserted into the holding means through the open end and stacked upward from the closed end side, and can be extracted from the holding means through the open end;
Measuring means attached to at least one of the plurality of held bodies for measuring a flow in the water channel;
A flow measuring device comprising:
前記架台は、前記想定される最高水位よりも高い位置に前記水路の壁面への固定部を備える、請求項1に記載の流れ測定装置。   The flow measurement device according to claim 1, wherein the gantry includes a fixing portion to a wall surface of the water channel at a position higher than the assumed maximum water level. 前記被保持体は、前記保持手段からの抜き出し操作用の治具が係合可能な係合手段を備える、請求項1又は2に記載の流れ測定装置。   The flow measurement apparatus according to claim 1, wherein the held body includes an engagement unit that can engage a jig for an extraction operation from the holding unit. 前記被保持体は板状部材であり、
前記保持手段は前記板状部材の両側部が差し込まれる一対の保持溝である、請求項1から請求項3のいずれか1項に記載の流れ測定装置。
The held body is a plate-shaped member,
The flow measuring device according to any one of claims 1 to 3, wherein the holding means is a pair of holding grooves into which both side portions of the plate-like member are inserted.
前記板状部材の高さが複数種類ある、請求項4に記載の流れ測定装置。   The flow measuring device according to claim 4, wherein the plate-like member has a plurality of heights. 前記保持溝の前記開放端に着脱可能に取り付けられる保護手段を備える、請求項4に記載の流れ測定装置。   The flow measuring device according to claim 4, further comprising a protection unit that is detachably attached to the open end of the holding groove. 前記測定手段は超音波センサである、請求項1から請求項6のいずれか1項に記載の流れ測定装置。   The flow measurement apparatus according to claim 1, wherein the measurement unit is an ultrasonic sensor. 水路内の流れを測定する流れ測定装置であって、
平面視で前記水路の流れに対して角度をなして対向する第1及び第2の測定ユニットを備え、
前記第1及び第2の測定ユニットは、
上端の開放端が前記水路の想定される最高水位よりも高い位置に位置する一方、下端の閉鎖端が前記水路の底壁側に位置する上下方向に延びた保持手段を有し、前記水路の側壁に配置された架台と、
前記開放端を介して前記保持手段に差し込んで前記閉鎖端側から上方に向けて積み重ねて配置可能であり、かつ前記開放端を介して前記保持手段から抜き出し可能な複数の被保持体と、
前記複数の被保持体のうちの少なくとも1つに取り付けられた、前記水路内の流れを測定する測定手段と、
をそれぞれ備える、流れ測定装置。
A flow measuring device for measuring a flow in a water channel,
Comprising first and second measuring units facing at an angle to the flow of the water channel in plan view;
The first and second measurement units are:
The open end of the upper end is located at a position higher than the assumed maximum water level of the water channel, while the closed end of the lower end has a holding means extending in the vertical direction located on the bottom wall side of the water channel, A stand placed on the side wall;
A plurality of objects to be held that can be inserted into the holding means through the open end and stacked upward from the closed end side, and can be extracted from the holding means through the open end;
Measuring means attached to at least one of the plurality of held bodies for measuring a flow in the water channel;
Each comprising a flow measuring device.
JP2007230227A 2007-09-05 2007-09-05 Flow measuring device Expired - Fee Related JP4895949B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007230227A JP4895949B2 (en) 2007-09-05 2007-09-05 Flow measuring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007230227A JP4895949B2 (en) 2007-09-05 2007-09-05 Flow measuring device

Publications (2)

Publication Number Publication Date
JP2009063355A JP2009063355A (en) 2009-03-26
JP4895949B2 true JP4895949B2 (en) 2012-03-14

Family

ID=40558064

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2007230227A Expired - Fee Related JP4895949B2 (en) 2007-09-05 2007-09-05 Flow measuring device

Country Status (1)

Country Link
JP (1) JP4895949B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108982211A (en) * 2018-08-30 2018-12-11 中钢集团新型材料(浙江)有限公司 A kind of operating method of velocity of sound method measurement graphite elasticity modulus equipment

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108775936B (en) * 2018-03-23 2020-04-10 中国航天系统科学与工程研究院 Flow metering device, metering method and measurement and control integrated gate system
CN115979367B (en) * 2021-11-04 2023-09-08 武汉新烽光电股份有限公司 Input type ultrasonic flow monitor for municipal pipe network

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4725056U (en) * 1971-04-12 1972-11-21
JPS5810148Y2 (en) * 1975-01-31 1983-02-24 沖電気工業株式会社 Mushroom growth
US4050301A (en) * 1976-05-27 1977-09-27 Cushing Vincent J Electromagnetic water current meter with synthetic direction field
JPS5557019U (en) * 1978-10-13 1980-04-17
GB8322320D0 (en) * 1983-08-18 1983-09-21 Gavrilovic A Flow measurement system
JPS63117266A (en) * 1986-11-04 1988-05-21 Mitsubishi Electric Corp Mounting apparatus for flow velocity sensor
JP3567127B2 (en) * 2000-11-27 2004-09-22 Jfeアドバンテック株式会社 Ultrasonic flow measurement device
JP4902263B2 (en) * 2006-05-15 2012-03-21 株式会社建設環境研究所 River electromagnetic flow velocity sensor, river flow velocity measuring device, and river flow velocity measuring system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108982211A (en) * 2018-08-30 2018-12-11 中钢集团新型材料(浙江)有限公司 A kind of operating method of velocity of sound method measurement graphite elasticity modulus equipment
CN108982211B (en) * 2018-08-30 2020-05-26 中钢集团新型材料(浙江)有限公司 Operation method of equipment for measuring elastic modulus of graphite by sonic velocity method

Also Published As

Publication number Publication date
JP2009063355A (en) 2009-03-26

Similar Documents

Publication Publication Date Title
US9297681B2 (en) Ultrasonic measurement apparatus having transducers arranged within a bulge of the channel wall protruding into the flow channel
JP6368916B2 (en) Flow measuring device
JP4895949B2 (en) Flow measuring device
JP6229143B2 (en) Flow measuring device
WO2001096808A2 (en) Bracelet for moving ultrasonic sensors along a pipe
EP2906913B1 (en) Flow measurement
KR20110116765A (en) Ultrasonic flow measuring method and apparatus for canal
US7417919B2 (en) Determination of sensor distance
US7267013B2 (en) System and method of measuring fluid flow
KR101833543B1 (en) Sewage flow measurment device for partially filled pipe coinciding low carbon
KR100919767B1 (en) Method for installation of multi beam flow meter and apparatus
CN110984254B (en) Ultrasonic detection device for detecting cast-in-place concrete pile
KR101345249B1 (en) Supporting structure for current meter installed on rock
CN206876149U (en) A kind of channel scour observation device
KR101310447B1 (en) Flow measuring device
CN205748175U (en) Reinforcing cage stirrup checks chi
US20170248454A1 (en) Ultrasonic Flow Probe And Method Of Monitoring Fluid Flow In A Conduit
KR101218108B1 (en) Supporting structure for current meter
JP6958834B2 (en) Standard specimen for condition evaluation equipment
KR200364452Y1 (en) Pressure transducer type flow meter
CN216900381U (en) Ultrasonic rebound leveling method measuring area drawing instrument
JP3841794B2 (en) Inspection method for corrosion and thinning by the two-probe method
JP5201726B2 (en) Liquid average density measuring device
CN203111485U (en) Bed sweeping bracket for measuring during inland waterway regulation and construction
JP2020529599A (en) Flowmeter and measurement channel

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20090427

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20111116

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20111129

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20111220

R150 Certificate of patent or registration of utility model

Ref document number: 4895949

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150106

Year of fee payment: 3

LAPS Cancellation because of no payment of annual fees