JPH0429065A - Running water speed measuring method - Google Patents

Running water speed measuring method

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Publication number
JPH0429065A
JPH0429065A JP13446390A JP13446390A JPH0429065A JP H0429065 A JPH0429065 A JP H0429065A JP 13446390 A JP13446390 A JP 13446390A JP 13446390 A JP13446390 A JP 13446390A JP H0429065 A JPH0429065 A JP H0429065A
Authority
JP
Japan
Prior art keywords
bubble
water
running water
speed
layers
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.)
Granted
Application number
JP13446390A
Other languages
Japanese (ja)
Other versions
JP2917020B2 (en
Inventor
Hiroshi Kurimoto
栗本 廣
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.)
Taisei Kiso Sekkei Co Ltd
Original Assignee
Taisei Kiso Sekkei Co Ltd
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Filing date
Publication date
Application filed by Taisei Kiso Sekkei Co Ltd filed Critical Taisei Kiso Sekkei Co Ltd
Priority to JP13446390A priority Critical patent/JP2917020B2/en
Publication of JPH0429065A publication Critical patent/JPH0429065A/en
Application granted granted Critical
Publication of JP2917020B2 publication Critical patent/JP2917020B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Aerodynamic Tests, Hydrodynamic Tests, Wind Tunnels, And Water Tanks (AREA)

Abstract

PURPOSE:To easily, accurately, and continuously measure running water and to improve the durability of apparatus by observing the process of movement to the water surface of a rising bubble group continuously generated from the water bottom by a video camera from the side face of the flow direction of running water. CONSTITUTION:A bubble S continuously generated from a bubble generator 2 on a water bottom 1 successively rises and reaches the water surface to disappear. When water in a channel does not run, the bubble S rises along an approximately perpendicu lar line P; but when it runs. The bubble S rises while drawing a certain arc by synthe sis of the rising speed and the speed of running water. Since there are several layers different in speed of running water actually. The angle of rise of the bubble 3 is changed, and the bubble draws a relatively slow curve as the whole. That is, speeds of running water v1 to v3 in layers are equal to delta1/t1, delta2-delta1/t2-t1, and delta3-delta2/t3-t2 respective ly when times t1, t2, and (t) of floating to upper ends delta1, delta2, and delta of respective layers from the bubble generation point are obtained in accordance with a floating time curve or the like, and an average speed in all layers is obtained by v delta/t. Thus, running water is easily, accurately, and continuously measured, and the damage of apparatus is reduced.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は河川や港湾内における流水速度測定法に関し、
測定データの正確を期すること、および測定機器類の耐
久性向上をはかることを目的とする。
[Detailed Description of the Invention] (Field of Industrial Application) The present invention relates to a method for measuring the velocity of flowing water in rivers and ports.
The purpose is to ensure the accuracy of measurement data and to improve the durability of measurement equipment.

(従来の技術) 従来河川、とくに水路断面水流の平均流速を測定する場
合にはプロペラ式流速計が用いられている。
(Prior Art) Conventionally, a propeller-type current meter has been used to measure the average flow velocity of water in a river, particularly in a waterway cross section.

これは水の流速とプロペラの回転数が比例することに基
づき流速計のプロペラ回転数に一定の定数を乗じて流速
を求めるものである。
This method calculates the flow velocity by multiplying the propeller rotation speed of the current meter by a certain constant based on the fact that the water flow speed is proportional to the propeller rotation speed.

また超音波式流速計も知られている。これは超音波の伝
達速度が、水の流れ方向では増加し、反対に逆流方向で
は減少することを利用し、所謂ドツプラ一方式による発
信周波数と受信周波数の変化量を検出してパルス伝達時
間差による水の順流方向と逆流方向との超音波伝達速度
差をもとに水流速を算定するものである。
Ultrasonic current meters are also known. This method utilizes the fact that the transmission speed of ultrasonic waves increases in the direction of water flow and decreases in the reverse direction, and detects the amount of change in the transmitting frequency and receiving frequency using the so-called Doppler method, and detects the difference in pulse transmission time. The water flow velocity is calculated based on the difference in ultrasonic transmission speed between the forward and reverse directions of water flow.

さらに浮子式測定法も知られている。Furthermore, a float measurement method is also known.

これには河川の表面流速を測定することにより、その沿
直断面内の平均流速を論理式により換算する方法(表面
浮子式測定)と、また棒浮子の速さと流水の平均速さと
の関係を換算式により求め、これを上記棒浮子の長さと
、使用条件とを考慮した更正係数をもとに更正算出する
方法(棒浮子式測定)とがあり、とくにこれは洪水時の
流速測定に用いられる。
This method involves measuring the surface flow velocity of the river and converting the average flow velocity in the vertical section using a logical formula (surface float measurement), and also calculating the relationship between the speed of the rod float and the average velocity of the flowing water. There is a method (rod float type measurement) in which the value is calculated using a conversion formula and then corrected based on a correction coefficient that takes into account the length of the rod float and usage conditions (rod float method measurement). It will be done.

(発明の解決すべき課題) しかし前記したプロペラ式や超音波式流速計を用いる場
合には流速計自体、あるいは超音波センサを流水中に直
接的に曝す必要があるために流木片等の漂流物により破
損されやすく耐久性の面で著しく問題がある。
(Problem to be Solved by the Invention) However, when using the above-mentioned propeller type or ultrasonic current meter, it is necessary to directly expose the current meter itself or the ultrasonic sensor to flowing water, which causes drifting of pieces of driftwood, etc. It is easily damaged by objects and has a significant problem in terms of durability.

また浮子式測定法による場合においても定常的な連続測
定が不可能であり、しかも測定センサの破損のおそれも
あり、しかも前記各測定方式のものと同様に、測定値の
正確性の面においても若干問題が残るところである。
In addition, even when using the float measurement method, regular continuous measurement is not possible, and there is a risk of damage to the measurement sensor.Furthermore, as with the above measurement methods, the accuracy of the measured values is also low. This is where some problems remain.

(課題を解決するための手段) 本発明は上記した従来技術における種々の問題点を解決
し、測定値の正確を期するとともに継続的測定を可能と
し、しかも機器類の破損のおそれもなくし、耐久性を向
上させるようにしたものであって、具体的には水底より
気泡を発生させる手段と、上記気泡発生点の鉛直上から
下流方向一定の範囲内において気泡成分を検出する手段
とからなる流水速度測定法に関する。 また上記した気
泡成分を検出する手段は、流水の流れ方向に対して交さ
方向に向けてビデオカメラを設置し、気泡列の撮像をも
とに、その上昇角度如何により流速を検出するようにし
た流水速度測定法に関する。
(Means for Solving the Problems) The present invention solves various problems in the prior art described above, ensures accuracy of measured values, enables continuous measurement, and eliminates the risk of damage to equipment. It is designed to improve durability, and specifically consists of means for generating bubbles from the bottom of the water, and means for detecting bubble components within a certain range in the downstream direction from vertically above the point where the bubbles are generated. Concerning water velocity measurement method. In addition, the means for detecting the bubble component described above is such that a video camera is installed in a direction perpendicular to the flow direction of the flowing water, and the flow velocity is detected based on the rising angle of the bubble array based on the image of the bubble row. This paper relates to a method for measuring the velocity of flowing water.

さらに上記した気泡成分を検出する手段は流水の流れ方
向に対して交さ方向に向けた複数の超音波センサを設置
し、気泡列の探索による気泡列上昇角度または気泡移動
距離如何により水流速を検出するようにした流水速度測
定法にも関する。
Furthermore, the above-mentioned means for detecting the bubble component includes installing a plurality of ultrasonic sensors oriented in a direction perpendicular to the flow direction of the flowing water. The present invention also relates to a method for measuring the velocity of flowing water.

(作  用) 水底より気泡を連続的に発生させつつ、上昇気泡群の水
面に向けての移動経過を水の流れ方向の側面からビデオ
カメラにより観測し、または水路の側面あるいは水路底
に流下方向に複数設置した超音波センサにより観測して
気泡列の上昇角度や気泡移動距離により流速を算定する
(Function) While bubbles are continuously generated from the water bottom, the progress of the rising bubbles toward the water surface is observed using a video camera from the side in the direction of water flow, or the flow direction of the rising bubbles is observed from the side of the waterway or at the bottom of the waterway in the direction of flow. The flow velocity is calculated based on the rising angle of the bubble array and the distance the bubble moves.

(実施例) 以下において本発明の具体的な内容を実施例をもとに説
明する。
(Example) The specific content of the present invention will be explained below based on an example.

第1図は河川の流れ方向に対して直交する側面をあられ
したもので、  1は水底、2は水底に設置された気泡
発生装置を示す。
Figure 1 shows a side view perpendicular to the flow direction of the river, where 1 shows the bottom of the water and 2 shows the bubble generator installed on the bottom of the water.

また第2図は第1図の状態においてこれを平面的にあら
れしたものであり、上記気泡発生装置2の鉛直線Pの位
置から流れ方向のい(分下流側の位置の任意の範囲に気
泡成分検出手段としてビデオカメラVTRが、またこれ
と殆ど並ぶ位置に照・明装置りがそれぞれ前記した気泡
発生装置2の鉛直線Pから下流側の一定範囲を撮影・照
射エリアとなすべく設置されている。
Fig. 2 is a plan view of the state shown in Fig. 1, and shows that air bubbles are generated in any range from the vertical line P of the bubble generator 2 in the flow direction (downstream position). A video camera VTR was installed as a component detection means, and an illumination device was installed almost parallel to the video camera VTR so as to make a certain range downstream from the vertical line P of the bubble generator 2 described above as a photographing and irradiation area. There is.

向上記のビデオカメラVTR1あるいは照明装置は河川
に設けられた基柱等に容易に取りつけられる。気泡発生
装置2は気泡成分を検出装置により検出可能な範囲に発
生させる気泡の大きさおよび量を調節したノズルを備え
ており、これを河川の中央等流水量の比較的多い個所の
水底に少なくとも上記ノズルを露出させた状態にて安定
的に固定させ、しかもこれに気体チューブを連結して電
気的に作動するエアポンプ(図示省略)等に連結する。
The video camera VTR 1 or lighting device described above can be easily attached to a base pole or the like installed in a river. The bubble generator 2 is equipped with a nozzle that adjusts the size and amount of bubbles that generate bubble components within a range that can be detected by the detection device, and sprays the nozzle onto the bottom of the river at a location where the flow rate is relatively large, such as the center of the river. The nozzle is stably fixed in an exposed state, and a gas tube is connected to the nozzle to connect it to an electrically operated air pump (not shown) or the like.

向上記実施例においては気泡成分検出手段としてビデオ
カメラVTRおよび照明装置りを使用する場合について
説明したが、必ずしもこれに限られるものではなく、こ
のほかにも流水の流れ方向に対して交さ方向に向けた複
数の超音波センサを設置し、これにより気泡の上昇位置
・方向を計測するようにしてもよい。
In the above-mentioned embodiment, a case was explained in which a video camera VTR and a lighting device were used as the bubble component detection means, but the invention is not limited to this. A plurality of ultrasonic sensors may be installed to measure the rising position and direction of the bubble.

しかして水底の気泡発生装置2より継続的に気泡Sを発
生させると、各気泡Sは浮力により順次水面に向けて上
昇し、水面に達したところで破壊消失する。 この場合
において水路に流れがほとんどない場合には気泡Sは略
鉛直線Pに沿って鉛直方向に上昇するが、上昇中の気泡
はその上昇速度と水流速との合成により一定の弧を描き
ながら上昇することになる。
When bubbles S are continuously generated from the bubble generator 2 at the bottom of the water, each bubble S sequentially rises toward the water surface due to buoyancy, and when it reaches the water surface, it breaks and disappears. In this case, if there is almost no flow in the waterway, the bubbles S rise vertically along the vertical line P, but the rising bubbles draw a constant arc due to the combination of the rising speed and the water flow speed. It will rise.

したがって上記した気泡の上昇速度と水流速とによる気
泡運動の流速成分を測定することにより水路の流速を求
めることができる。
Therefore, the flow velocity in the waterway can be determined by measuring the flow velocity component of the bubble movement due to the above-mentioned rising velocity of the bubbles and water flow velocity.

流速成分の算出については以下の通りである。The calculation of the flow velocity component is as follows.

すなわち流水中を浮上する気泡Sの列は下流側へ偏る曲
線角度を呈するが、実際には水流速の異なる層が複数層
あり、これらの各層を経て上昇する場合には一率の上昇
角度ではなく水流速の異なる層を通過する毎に上昇角度
が変更されて全体として比較的緩やかな曲線を描くこと
になる。したがっていま仮りに水流速の異なる層を通過
する場合について第3図の図式をもとに測定してみると
、気泡発生装置2による気泡発生点Sから水流速の異な
る各層の上端Sl、 2、g に至るまでのそれぞれの
浮上時間t、、t2、rを別途作成した気泡浮上時間曲
線または表などにより求める。
In other words, a row of bubbles S floating in flowing water exhibits a curved angle that leans toward the downstream side, but in reality, there are multiple layers with different water flow velocities, and when rising through each of these layers, the rising angle is at a single rate. Each time the water passes through a layer with a different flow rate, the rising angle is changed, resulting in a relatively gentle curve as a whole. Therefore, if we measure the case where water passes through layers with different flow speeds based on the diagram in FIG. 3, we will find that from the bubble generation point S by the bubble generator 2 to the upper end of each layer where the water flow speeds are different, Sl, 2, The respective levitation times t, t2, and r up to g are determined from a separately prepared bubble levitation time curve or table.

したがって各層の流速は ■I=Sl/l。Therefore, the flow velocity in each layer is ■I=Sl/l.

Vz  =  (Sz  −51)/  (tz  −
t+  )V3 − (s   Sr)/  (t  
 tt)により求められる。 全層の平均速度Vは’v
#s/τにより求められる。
Vz = (Sz -51)/ (tz -
t+ )V3 − (s Sr)/(t
tt). The average velocity V of all layers is 'v
It is determined by #s/τ.

また大雨や洪水時のように流水が著しく濁っている場合
においてはビデオカメラVTRおよび照明装置りを水面
上の流れに直角な方向で、しかも鉛直線Pの真上から各
気泡の浮上点全域を視野内に把握できる位置に設置し、
各気泡が水面S上に出て破壊する点を測定することによ
り平均流速Vを求めることもできる。この場合には各気
泡破壊点の位置を画像のデジタル処理により判定し、鉛
直線Pからの距離をコンピュータ演算により求める。
In addition, when the flowing water is extremely turbid, such as during heavy rain or floods, the video camera and lighting equipment should be placed above the water surface in a direction perpendicular to the flow, and directly above the vertical line P. Install it in a position where you can see it within your field of vision.
The average flow velocity V can also be determined by measuring the point at which each bubble emerges above the water surface S and breaks down. In this case, the position of each bubble bursting point is determined by digital processing of the image, and the distance from the vertical line P is determined by computer calculation.

向上記の鉛直線Pはカメラの設置位置と気泡発生点、お
よび水路の水位により予め画像上に設定しておく。 ま
た画像と実際位置との補正についても同様に予めプログ
ラム上に設定しておく必要がある。
The vertical line P mentioned above is set in advance on the image based on the camera installation position, the bubble generation point, and the water level of the waterway. Furthermore, it is also necessary to set the correction between the image and the actual position in the program in advance.

また気泡成分の検出手段として上記したビデオカメラV
TRに代えて超音波センサを使用する場合には第4〜5
図に示したように水の流れ方向の測線上に複数の超音波
センサを各封缶にそれぞれ発振側(13〜10a)と受
振側(1b〜10b)とに一定間隔を介して流れ方向に
等間隔毎に配置する。
In addition, the video camera V described above is used as a means for detecting bubble components.
When using an ultrasonic sensor instead of TR, 4th to 5th
As shown in the figure, a plurality of ultrasonic sensors are attached to each sealed can on the measuring line in the water flow direction, at regular intervals on the oscillating side (13 to 10a) and the receiving side (1b to 10b). Arrange at equal intervals.

発振側(la〜10a)より受振側(1b〜10b)に
向けて超音波を常時発振させて各気泡列に衝突反射して
センサに戻るまでの時間を測定することにより気泡Sの
深さを測定することができる。
The depth of the bubble S can be determined by constantly oscillating ultrasonic waves from the oscillating side (la to 10a) to the receiving side (1b to 10b) and measuring the time it takes for each bubble to collide and be reflected and return to the sensor. can be measured.

この関係は第6図にあられされた各センサの反射記録模
式図によって明瞭にあられされる。
This relationship is clearly shown in the reflection recording schematic diagram of each sensor shown in FIG.

したがってこの場合、例えば水深を6mであるとすると
、tz =6mx2/1500m/s=8msによって
求められる。
Therefore, in this case, assuming that the water depth is 6 m, for example, the time is determined by tz = 6 m x 2/1500 m/s = 8 ms.

向上記の実施例においては水の流れ方向の測線上に複数
の超音波センサ(1〜10)を流れ方向に沿って等間隔
毎に配置する場合について述べたが、必ずしもこれに限
られるものではな(一対の発振および受振センサを対設
するとともに、これを流れ方向に移動自在に設置すにこ
とにより移動中における超音波の反射波を記録するよう
にしてもよい。
In the embodiment described above, a case has been described in which a plurality of ultrasonic sensors (1 to 10) are arranged at equal intervals along the flow direction on the survey line in the water flow direction, but the invention is not necessarily limited to this. (A pair of oscillation and vibration receiving sensors may be disposed opposite each other, and the reflected waves of ultrasonic waves during movement may be recorded by disposing these sensors so as to be movable in the flow direction.)

(発明の効果) 本発明は上記した通り水底より気泡を発生させる手段と
、上記気泡発生点の鉛直上から下流方向一定の範囲内に
おいて気泡成分を検出する手段とからなり、水底より気
泡を連続的に発生させつつ、上昇気泡群の水面に向けて
の移動経過を観測して気泡列の上昇角度や気泡発生点鉛
直線からの移動距離如何により水の流速を測定するよう
にしたために簡便でしかも流速の正確な測定値が得られ
るとともに、継続的な測定が可能となり、しかも測定機
器類の破損のおそれもなく、また耐久性を向上させるこ
とがきる。
(Effects of the Invention) As described above, the present invention comprises means for generating bubbles from the bottom of the water, and means for detecting bubble components within a certain range in the downstream direction from vertically above the bubble generation point, and the present invention continuously generates bubbles from the bottom of the water. It is easy to use because it allows the flow rate of water to be measured based on the rising angle of the bubble group and the distance traveled from the vertical line of the bubble generation point by observing the movement progress of the rising bubble group toward the water surface while generating the bubble group. Moreover, accurate measurement values of flow velocity can be obtained, continuous measurement is possible, there is no fear of damage to measuring instruments, and durability can be improved.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明による測定法の1例をあられした河川の
流れ方向に対して直交する側面図、第2図は第1図の状
態において河川の流れ方向に直交させてビデオカメラと
照明装置を取りつけた状態の平面図、 第3図は第1図および第2図の測定状態をあられした側
面図、 第4図は気泡成分検出の手段として超音波センサを用い
た場合の側面図、 第5図は第4図における平面図、 第6図は第4図および第5図の測定法により測定した場
合の各センサの反射記録模式図を示す。 ■・・・・・・・・・水  底 2・・・・・・・・・気泡発生装置 S・・・・・・・・・気  泡 p・・・・・・・・・鉛直線 VTR・・・ビデオカメラ L・・・・・・・・・照明装置 発明者 栗 本   廣 特許出願人 大成基礎設計株式会社 代理人 弁理士  吉  村  分 画 図
Fig. 1 is a side view of an example of the measurement method according to the present invention taken perpendicularly to the flow direction of a river, and Fig. 2 shows a video camera and lighting equipment in the state shown in Fig. Fig. 3 is a side view showing the measurement conditions shown in Figs. 1 and 2; Fig. 4 is a side view when an ultrasonic sensor is used as a means of detecting bubble components; FIG. 5 is a plan view of FIG. 4, and FIG. 6 is a schematic diagram of reflection recording of each sensor when measured by the measuring method shown in FIGS. 4 and 5. ■・・・・・・Water Bottom 2・・・Bubble generator S・・・Bubble p・・・・・・Plumb line VTR ...Video camera L...Lighting device inventor Hiroshi Kurimoto Patent applicant Taisei Basic Sekkei Co., Ltd. Agent Patent attorney Yoshimura Part diagram

Claims (3)

【特許請求の範囲】[Claims] (1)水底より気泡を発生させる手段と、上記気泡発生
点の鉛直上から下流方向一定の範囲内において気泡成分
を検出する手段とからなる流水速度測定法。
(1) A water velocity measurement method comprising means for generating bubbles from the bottom of the water, and means for detecting bubble components within a certain range in the downstream direction from vertically above the point where the bubbles are generated.
(2)気泡成分を検出する手段は、流水の流れ方向に対
して交さ方向に向けてビデオカメラを設置し、気泡列の
撮像をもとに、その上昇角度如何により流速を検出する
ようにした請求項(1)に記載の流水速度測定法。
(2) The means for detecting bubble components is to install a video camera in a direction perpendicular to the flow direction of the flowing water, and to detect the flow velocity based on the rising angle of the bubble array based on the image of the bubble array. The method for measuring flowing water velocity according to claim (1).
(3)気泡成分を検出する手段は流水の流れ方向に対し
て交さ方向に向けた複数の超音波センサを設置し、気泡
列の探索による気泡列上昇角度または気泡移動距離如何
により流速を検出するようにした請求項(1)に記載の
流水速度測定法。
(3) The means for detecting bubble components is to install a plurality of ultrasonic sensors oriented in a direction perpendicular to the flow direction of the flowing water, and detect the flow velocity by searching for the bubble column and detecting the bubble column rising angle or bubble movement distance. The method for measuring flowing water velocity according to claim (1).
JP13446390A 1990-05-24 1990-05-24 Flow velocity measurement method under open water Expired - Fee Related JP2917020B2 (en)

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Application Number Priority Date Filing Date Title
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KR102818959B1 (en) * 2022-08-30 2025-06-11 명지대학교 산학협력단 System and Method for Measuring Bubble Particle Image Velocimetry in Low Velocity and Low Flow Sections through Bubble Generation

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CN107389973A (en) * 2017-08-22 2017-11-24 哈尔滨工程大学 A kind of underwater PIV measuring tables for obtaining catheter propeller interior flow field
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