JPS63103918A - Flowmeter for open channel - Google Patents

Flowmeter for open channel

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Publication number
JPS63103918A
JPS63103918A JP61249020A JP24902086A JPS63103918A JP S63103918 A JPS63103918 A JP S63103918A JP 61249020 A JP61249020 A JP 61249020A JP 24902086 A JP24902086 A JP 24902086A JP S63103918 A JPS63103918 A JP S63103918A
Authority
JP
Japan
Prior art keywords
fluid
open channel
receivers
time
sectional area
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.)
Pending
Application number
JP61249020A
Other languages
Japanese (ja)
Inventor
Takamasa Nakamura
中村 隆正
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP61249020A priority Critical patent/JPS63103918A/en
Publication of JPS63103918A publication Critical patent/JPS63103918A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To accurately measure the flow rate of an open channel by measuring a flow velocity and a water level at the same time by using an ultrasonic wave, and finding the sectional area of a flow from the value of the water level and integrating the flow velocity. CONSTITUTION:Two couples of ultrasonic oscillators 3 an 4 are installed on the open channel tube 1 and receivers 5 and 6 are provided. At this time, those combinations are set at a constant interval (l) so that ultrasonic waves are reflected by the surface of liquid 2 flowing in the open channel tube 1 and received by the receivers respectively. Then, signals from the receivers 5 and 6 are stored in memories 10 and 11 for a specific time and the pattern contents of the memory 10 are compared by a pattern matching comparator 18 with the contents of the memory 11 while made different in time, but by bit, an the result is outputted to a peak point detector 15. The detector 15 detects the peak point of the comparison result signal to obtain the flow velocity V from the time delay tau up to the peak point. The phase difference phi between the signal from the receiver 5 and the output of an oscillator 7, on the other hand, is detected 18 to obtain the sectional area A of the fluid. Further, the flow rate Q is found from a specific expression and displayed 20.

Description

【発明の詳細な説明】 [産業上の利用分野] [従来の技術] 従来は開水路の流量計測には、超音波によって水位を測
り、流量は水位を演算することによりj+′7る方式と
か、または掘削泥水の流量計Ulには相対測定として流
量を流路に設けられたパドルの傾斜によって%表示をす
る型式のバドルセンサを用いて計測する方式が用いられ
ていた。
[Detailed Description of the Invention] [Industrial Field of Application] [Prior Art] Conventionally, the flow rate measurement in an open channel involves measuring the water level using ultrasonic waves and calculating the flow rate by calculating the water level. Alternatively, the drilling mud flow meter Ul uses a paddle sensor of the type that measures the flow rate as a relative measurement by displaying the flow rate as a percentage by the inclination of a paddle provided in the flow path.

[発明が解決しようとする問題点〕 前記の如く、開水路の流量#f ApIにおいて、超音
波による水位計71p1式の流量計、またはバドルセン
サ(バドルセンサにおいても原理的には機械式の水位計
A111といえる)による流量は、いずれも水位と流量
の関係は、粘度と密度の変化によって大幅な影響を受け
る。そのため、粘度、密度とも変動するスラリーや掘削
泥水の計測においては、精度が著しく悪くなるという欠
点をqしている。また、開水路の流速を計14111す
る方法として、ドツプラ一式の流量計があるが、このド
ツプラ一式の流量計は、水中の固形分の速度を計測する
ため、水と固形分の速度のずれのために、水の流速に比
べ速度が低く計測されるという欠点をもっている。
[Problems to be Solved by the Invention] As mentioned above, in the flow rate #f ApI of an open channel, an ultrasonic water level gauge 71p1 type flow meter or a paddle sensor (also in the paddle sensor, in principle, a mechanical water level gauge A111) is used. The relationship between water level and flow rate is significantly affected by changes in viscosity and density. For this reason, it has the drawback of significantly lower accuracy when measuring slurry or drilling mud whose viscosity and density vary. In addition, a Doppler set of flowmeters is used as a method for measuring the flow velocity in an open channel, but this Doppler set of flowmeters measures the velocity of solids in the water, so it is possible to measure the speed difference between the water and solids. Therefore, it has the disadvantage that the measured velocity is lower than the flow velocity of water.

本発明は上記従来の問題点を解消し得る開水路の流量計
を提供することを目的とする。
SUMMARY OF THE INVENTION An object of the present invention is to provide an open channel flowmeter that can solve the above-mentioned conventional problems.

に向けて超音波を発射する2対の超音波発振器と、それ
ぞれ前記水面から反射する超音波を受信する2対の受信
器と、これらの各受信器から出力される信号をそれぞれ
ディジタル信号に変換するA/D変換器と、これらの各
A/D変換器から出力される各ディジタル信号をそれぞ
れ所定時間分蓄積するメモリと、所定のルーチンタイム
で時間シフトしながら前記各メモリの内容を読み出して
前記開水路を流れる流体の流速を演算し、かつ、前記各
超音波発振器の波形と前記各受信器の波形の位相のずれ
より前記流体の水位高さを演算して前記流体の断面積を
演算し、前記流体の流速と前記断面積とを積算して前記
流体の流量を演算する演算装置とを具備してなるこを特
徴とする。
two pairs of ultrasonic oscillators that emit ultrasonic waves towards the water surface, two pairs of receivers that each receive the ultrasonic waves reflected from the water surface, and convert the signals output from each of these receivers into digital signals. an A/D converter that stores the digital signals outputted from each of these A/D converters for a predetermined period of time, and a memory that reads out the contents of each of the memories while shifting the time at a predetermined routine time. Calculating the flow velocity of the fluid flowing through the open channel, and calculating the water level height of the fluid based on the phase shift between the waveform of each of the ultrasonic oscillators and the waveform of each of the receivers, and calculating the cross-sectional area of the fluid. The present invention is characterized in that it includes an arithmetic device that calculates the flow rate of the fluid by integrating the flow velocity of the fluid and the cross-sectional area.

[作 用] 本発明によれば、開水路の流量を精度よく計測するため
、超音波を用いて流速と水位を同時に計測し、水位の値
より、流れの断面積を求め、流速と積算することにより
流量を求める。また水位の変動する開水路の流速を計測
するため、流水面の上方に2対の超音波発振子を流れ方
向にそってならべ、水面に向って発せられた超音波の発
射信号が水面の乱れの形状によって変調された信号を検
出し、2対の受信器からの変調信号を時間シフトしなか
ら〜パターンマツチングさせ、最良マツチングのシフト
時間の逆数をもって速度を算出する。
[Function] According to the present invention, in order to accurately measure the flow rate of an open channel, the flow velocity and water level are simultaneously measured using ultrasonic waves, the cross-sectional area of the flow is determined from the water level value, and the cross-sectional area is calculated and integrated with the flow velocity. Find the flow rate by In addition, in order to measure the flow velocity in an open channel where the water level fluctuates, two pairs of ultrasonic oscillators are arranged above the water surface along the flow direction, and the ultrasonic emission signal emitted towards the water surface is detected by the turbulence on the water surface. A signal modulated by the shape of is detected, the modulated signals from the two pairs of receivers are time-shifted, then pattern matched, and the speed is calculated as the reciprocal of the shift time of the best matching.

[実施例] 第1図は本発明の一実施例の構成を示す図であり、開水
路管1に2対の超音波発振器3.4を設置し、受信器5
.6を設ける。それぞれの発振器と受信器の組み合わせ
は一定の間隔lだけ離して置き、超音波が開水路管1を
流れる流体2の水面にて反射し、それぞれの受信器によ
ってとらえられるよう配置される。この場合、反射波は
流れる水面の凹凸による散乱によって入射波に対して減
衰し、受信器5.6からの出力波形は流体2の表面の凹
凸のパターンによって変調される。この流体2の表面の
パターンは定常的なものではなく、ランダムなものであ
るが、両受信器5.6の間隔ノが余り大きくなければ、
受信器5から受信器6に流体2が流れる間にはその表面
の凹凸パターンは保持されるものと考えられる。本発明
においては、受信器5と6で検出される表面の凹凸パタ
ーンの時間的ずれを信号処理技術を用いて検出し、流体
2の速度を得るものである。
[Embodiment] FIG. 1 is a diagram showing the configuration of an embodiment of the present invention, in which two pairs of ultrasonic oscillators 3.4 are installed in an open channel pipe 1, and a receiver 5.
.. 6 will be provided. The respective oscillator-receiver combinations are spaced apart by a fixed distance l and arranged so that the ultrasound waves are reflected at the surface of the fluid 2 flowing through the open channel pipe 1 and captured by the respective receivers. In this case, the reflected wave is attenuated relative to the incident wave by scattering due to the unevenness of the flowing water surface, and the output waveform from the receiver 5.6 is modulated by the pattern of the unevenness on the surface of the fluid 2. The pattern on the surface of the fluid 2 is not steady but random, but if the distance between the receivers 5.6 is not too large,
It is considered that the uneven pattern on the surface is maintained while the fluid 2 flows from the receiver 5 to the receiver 6. In the present invention, the velocity of the fluid 2 is obtained by detecting the temporal shift in the uneven patterns on the surface detected by the receivers 5 and 6 using signal processing technology.

以下上記本発明一実施例の作用について説明する。受信
器5.6からの信号は、それぞれ増幅器および高速A/
D変換器8,9をへてメモリ10゜11に所定時間蓄え
られる。メモリ10.11に蓄えられたパターン信号は
、上流にある受信器5からの信号用のメモリー0の内容
を時間をずらせなからメモリー1の内容とパターンマツ
チングコンパレータ13でパターン比較し、そのマツチ
ング度の結果をピーク点検出器15へ出力する。次にピ
ーク点検出器15では比較結果信号のピーク点を検出し
、ピーク点までの時間おくれ(即ち受信器5と受信器6
で検出されたパターンのずれ時間)τを得る。
The operation of the embodiment of the present invention described above will be explained below. The signals from the receivers 5.6 are passed through an amplifier and a high speed A/
The signal passes through the D converters 8 and 9 and is stored in the memory 10.degree. 11 for a predetermined period of time. The pattern signals stored in the memories 10 and 11 are matched by comparing the contents of the memory 0 for the signal from the upstream receiver 5 with the contents of the memory 1 by a pattern matching comparator 13 after shifting the time. The result of the degree is output to the peak point detector 15. Next, the peak point detector 15 detects the peak point of the comparison result signal, and there is a delay until the peak point (that is, the receiver 5 and the receiver 6
Obtain τ (deviation time of the pattern detected in ).

v −−(i:受信器5,6間の距離°)τ 上記の式16により流速を得ることが出来る。v - (i: distance between receivers 5 and 6 °) τ The flow velocity can be obtained from Equation 16 above.

−力受信器5からの信号は発振器7との位相差を位相差
検出器18で求めるために使われる。
- the signal from the force receiver 5 is used to determine the phase difference with the oscillator 7 in a phase difference detector 18;

の式19で水位高さHに変換される。It is converted to the water level height H using Equation 19.

水位高さHは円管の場合流体の断面積Aに次式19′で
変換される。
In the case of a circular pipe, the water level height H is converted to the cross-sectional area A of the fluid using the following equation 19'.

次に式17によりQ=VXAXαで流量を求める。この
aは流体2の表面速度を全体の平均速度にするための係
数である。このようにして式17により得られた流量は
表示器20で表示される。。
Next, the flow rate is determined by Q=VXAXα using equation 17. This a is a coefficient for making the surface velocity of the fluid 2 the overall average velocity. The flow rate thus obtained from equation 17 is displayed on the display 20. .

第2図は」−記において、パターンを比較しおくれ時間
τを求める原理を示したものである。
FIG. 2 shows the principle of determining the delay time τ by comparing patterns.

[発明の効果] 本発明によれば以下の如きすぐれた効果が奏せられる。[Effect of the invention] According to the present invention, the following excellent effects can be achieved.

(1)流体速度と流体断面積を計測することにより粘度
や密度が変化しても精度よく開水路の流量を計測するこ
とが出来る。
(1) By measuring fluid velocity and fluid cross-sectional area, it is possible to accurately measure the flow rate in an open channel even if the viscosity and density change.

(2)流体表面のパターンを計測して流れ速度を検出す
るため、ドツプラ一式流口計のように粒状固形物と水と
の速度のずれがなく、流体の速度が計測出来る。
(2) Since the flow velocity is detected by measuring the pattern on the fluid surface, the velocity of the fluid can be measured without any discrepancy between the velocity of granular solids and water, unlike the Doppler flow meter.

(3)従来の電磁流量計では、油や泥水のtM、巳を計
測することが不可能であったが、本発明によれば、これ
らの計測が可能である。
(3) With conventional electromagnetic flowmeters, it was impossible to measure the tM and tM of oil or muddy water, but according to the present invention, these measurements are possible.

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

第1図は本発明の一実施例の構成を示すブロック図、第
2図は本発明における流体表面よりの反射パターンより
遅れ時間τを求めるための原理の説明図である。 1・・・開水路管、2・・・流体、3,4・・・超音波
発振器、5,6・・・受信器、8,9・・・増幅器およ
び高速A/Di換器、10.11・・・メモリ、12・
・・メモリディレィシフト、13・・・パターンマツチ
ングコンパレータ、15・・・ピーク点検出器、18・
・・位相差検出器。
FIG. 1 is a block diagram showing the configuration of an embodiment of the present invention, and FIG. 2 is an explanatory diagram of the principle for determining the delay time τ from the reflection pattern from the fluid surface in the present invention. 1... Open channel pipe, 2... Fluid, 3, 4... Ultrasonic oscillator, 5, 6... Receiver, 8, 9... Amplifier and high speed A/Di converter, 10. 11...Memory, 12.
...Memory delay shift, 13...Pattern matching comparator, 15...Peak point detector, 18.
...Phase difference detector.

Claims (1)

【特許請求の範囲】[Claims] 開水路の上方に互いに一定の間隔をもつて並設され、そ
れぞれ水面に向けて超音波を発射する2対の超音波発振
器と、それぞれ前記水面から反射する超音波を受信する
2対の受信器と、これらの各受信器から出力される信号
をそれぞれディジタル信号に変換するA/D変換器と、
これらの各A/D変換器から出力される各ディジタル信
号をそれぞれ所定時間分蓄積するメモリと、所定のルー
チンタイムで時間シフトしながら前記各メモリの内容を
読み出して前記開水路を流れる流体の流速を演算し、か
つ、前記各超音波発振器の波形と前記各受信器の波形の
位相のずれより前記流体の水位高さを演算して前記流体
の断面積を演算し、前記流体の流速と前記断面積とを積
算して前記流体の流量を演算する演算装置とを具備して
なることを特徴とする開水路の流量計。
Two pairs of ultrasonic oscillators that are arranged in parallel above an open channel at a certain distance from each other, each of which emits ultrasonic waves toward the water surface, and two pairs of receivers that each receive ultrasonic waves reflected from the water surface. and an A/D converter that converts the signals output from each of these receivers into digital signals, respectively.
A memory that stores each digital signal output from each of these A/D converters for a predetermined time, and reads out the contents of each memory while shifting time at a predetermined routine time to determine the flow rate of the fluid flowing through the open channel. , calculate the water level height of the fluid from the phase shift between the waveform of each ultrasonic oscillator and the waveform of each receiver, calculate the cross-sectional area of the fluid, and calculate the flow velocity of the fluid and the cross-sectional area of the fluid. 1. A flowmeter for an open channel, comprising: a calculation device that calculates the flow rate of the fluid by integrating the cross-sectional area.
JP61249020A 1986-10-20 1986-10-20 Flowmeter for open channel Pending JPS63103918A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61249020A JPS63103918A (en) 1986-10-20 1986-10-20 Flowmeter for open channel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61249020A JPS63103918A (en) 1986-10-20 1986-10-20 Flowmeter for open channel

Publications (1)

Publication Number Publication Date
JPS63103918A true JPS63103918A (en) 1988-05-09

Family

ID=17186812

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61249020A Pending JPS63103918A (en) 1986-10-20 1986-10-20 Flowmeter for open channel

Country Status (1)

Country Link
JP (1) JPS63103918A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7162106B2 (en) * 2003-08-07 2007-01-09 Northrop Grumman Corporation Systems and methods for a continuously variable optical delay line

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7162106B2 (en) * 2003-08-07 2007-01-09 Northrop Grumman Corporation Systems and methods for a continuously variable optical delay line

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