JPH0590328U - Flow rate measuring device - Google Patents

Flow rate measuring device

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Publication number
JPH0590328U
JPH0590328U JP3056992U JP3056992U JPH0590328U JP H0590328 U JPH0590328 U JP H0590328U JP 3056992 U JP3056992 U JP 3056992U JP 3056992 U JP3056992 U JP 3056992U JP H0590328 U JPH0590328 U JP H0590328U
Authority
JP
Japan
Prior art keywords
water
flow rate
wave
water surface
water level
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
JP3056992U
Other languages
Japanese (ja)
Inventor
博彦 古川
靖洋 村山
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP3056992U priority Critical patent/JPH0590328U/en
Publication of JPH0590328U publication Critical patent/JPH0590328U/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 【目的】 施工や保守の簡易化が図れるとともに、水の
濁度に影響を受けることなく正確な計測値が得られるよ
うにする。 【構成】 一定水路幅Bを有する開水路1の上方から水
面Sに対して斜め方向から超音波を発射する送信器2
と、水面Sからの反射波を受信する受信器とを水面S上
の鉛直軸Xに対して略対称の位置関係に配置し、発射波
と反射波とのドップラー効果を利用して求めた流速V
と、水位計5による水位Hと、上記水路幅Bとから流量
Qを算出するようにしている。
(57) [Summary] [Purpose] To facilitate construction and maintenance, and to obtain accurate measurement values without being affected by water turbidity. [Structure] A transmitter 2 for emitting ultrasonic waves obliquely to a water surface S from above an open water channel 1 having a constant water channel width B.
And a receiver that receives the reflected wave from the water surface S are arranged in a substantially symmetrical positional relationship with respect to the vertical axis X on the water surface S, and the flow velocity obtained by using the Doppler effect between the emitted wave and the reflected wave. V
Then, the flow rate Q is calculated from the water level H by the water level gauge 5 and the water channel width B.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、一定水路幅を有する開水路での流量の計測に使用される流量計測装 置に関するものである。 The present invention relates to a flow rate measuring device used for measuring a flow rate in an open channel having a constant channel width.

【0002】[0002]

【従来の技術】[Prior Art]

従来、開水路の流量を非接触方式で計測する装置として、電波を利用するもの が知られているが、この場合は、使用電波の周波数の割当てや電波強度等につい て範囲が規制されており、その規制範囲に設定しなければならないといったよう に、取扱いにくい。 Conventionally, a device that uses radio waves is known as a device that measures the flow rate of an open water channel by a non-contact method, but in this case, the range is restricted with regard to the allocation of the frequency of the used radio wave and the radio field intensity. However, it is difficult to handle such as having to set within the regulation range.

【0003】 このため、一般には、図4に示すように、一定水路幅Bの開水路41に取り付 けた水位計42により水位Hを計測し、上記開水路41の側面に取り付けた超音 波流速計43A,43Bにより超音波を送受信させて流速Vを計測し、上記水路 幅B、水位Hおよび流速Vを、流量の計算式、Q=B・H・Vに当てはめて、開 水路41における流量Qを算出するように構成した流量計測装置が多く用いられ ている。Therefore, generally, as shown in FIG. 4, the water level H is measured by a water level gauge 42 attached to an open water channel 41 having a constant water channel width B, and an ultrasonic wave attached to the side surface of the open water channel 41 is measured. Ultrasonic waves are transmitted and received by the flow velocity meters 43A and 43B to measure the flow velocity V, and the above-mentioned water channel width B, water level H and flow velocity V are applied to the flow rate calculation formula, Q = B · H · V, and the open channel 41 is opened. Flow rate measuring devices configured to calculate the flow rate Q are often used.

【0004】[0004]

【考案が解決しようとする課題】[Problems to be solved by the device]

上記した従来の流量計測装置は、超音波流速計などを水中に取り付けるので、 その施工に手間がかかり、保守作業なども面倒である。また、水中での計測のた めに、水の濁度の影響を受け易く、計測誤差を招きやすい難点がある。 Since the above-mentioned conventional flow rate measuring device is equipped with an ultrasonic velocity meter and the like in water, it takes a lot of time and labor for construction and maintenance work. In addition, since the measurement is performed in water, it is easily affected by the turbidity of water, which causes a measurement error.

【0005】 本考案は上記のような問題点を解決するためになされたもので、施工や保守の 簡易化を図れ、しかも濁度の影響も少なく、信頼性の高い流量計測装置を提供す ることを目的としている。The present invention has been made in order to solve the above problems, and provides a highly reliable flow rate measuring device which can simplify the construction and maintenance and has less influence of turbidity. The purpose is to

【0006】[0006]

【課題を解決するための手段】 上記目的を達成するため、本考案に係る流量計測装置は、一定水路幅の開水路 の上方に、水面に対して斜め方向から超音波を発射する送信器と、水面からの反 射波を受信する受信器とを水面上の鉛直軸に対して略対称の位置関係に配置し、 上記超音波の発射波と反射波との周波数差、発射波の波長および発射波の水面に 対する入射角度から求められた流速と、上記開水路の上方の水位計で計測した水 位と、上記水路幅とから流量を算出するように構成したものである。Means for Solving the Problems In order to achieve the above object, a flow rate measuring device according to the present invention comprises a transmitter for emitting ultrasonic waves obliquely to the water surface above an open channel having a constant channel width. , The receiver that receives the reflected wave from the water surface is placed in a substantially symmetrical positional relationship with respect to the vertical axis on the water surface, and the frequency difference between the emitted wave of the ultrasonic wave and the reflected wave, the wavelength of the emitted wave, and the The flow rate is calculated from the flow velocity obtained from the incident angle of the launch wave to the water surface, the water level measured by the water level gauge above the open channel, and the channel width.

【0007】[0007]

【作用】[Action]

本考案によれば、開水路の上方の送信器から水面に対して斜め方向から超音波 を発射し、水面からの反射波を受信器により受信することで、流速が求められる 一方、水位計により水位が計測され、この流速、水位および水路幅から流量が算 出される。また、この超音波の送信器や受信器を開水路の上方に配置するので、 その設置作業や保修作業を容易に行えるとともに、流量計測が水の濁度に左右さ れないので、計測誤差も低減される。また、受信器を超音波が水面で反射した方 向に配置しているので、計測可能な水位変動の許容幅を大きく設定することが可 能となる。 According to the present invention, ultrasonic waves are emitted from the transmitter above the open channel obliquely to the water surface, and the reflected wave from the water surface is received by the receiver, whereby the flow velocity is obtained, while the water level meter is used. The water level is measured, and the flow rate is calculated from the flow velocity, water level and channel width. In addition, because the ultrasonic transmitter and receiver are placed above the open channel, the installation and maintenance work can be performed easily, and the measurement of flow rate does not depend on the turbidity of the water, so there is no measurement error. Will be reduced. Also, since the receiver is placed in the direction in which the ultrasonic waves are reflected on the water surface, it is possible to set a large allowable range of measurable water level fluctuations.

【0008】[0008]

【実施例】【Example】

以下、本考案の実施例を図面にもとづいて説明する。 図1は本考案の一実施例による流量計測装置を示す構成図である。 Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a block diagram showing a flow rate measuring device according to an embodiment of the present invention.

【0009】 図1において、1は一定水路幅Bの開水路であり、この開水路1の上方には、 超音波を水面Sに対して入射角度αをもって斜め上方から発射する送信器2と、 水面Sからの反射波を受信する受信器3とが水面S上の鉛直軸Xに略対称の位置 関係に配置されており、上記送信器2からの超音波の発射波U0 に一定の広がり をもたせてある。4は上記受信器3に接続された演算回路であり、発射波U0 と 反射波U1 との周波数差f0 −f1 、発射波U0 の波長λ、および上記入射角度 αから流速Vを求め、さらに、上記開水路1の上方に配置された水位計5による 水位Hと、水路幅Bから流量Qを、Q=B・H・Vの式に基づいて演算するよう になっている。In FIG. 1, reference numeral 1 denotes an open water channel having a constant water channel width B. Above this open water channel 1, a transmitter 2 which emits ultrasonic waves obliquely from above at an incident angle α to the water surface S, The receiver 3 which receives the reflected wave from the water surface S is arranged in a substantially symmetrical positional relationship with the vertical axis X on the water surface S, and the ultrasonic wave emitted from the transmitter 2 has a certain spread to the emitted wave U0. It is kept. Reference numeral 4 denotes an arithmetic circuit connected to the receiver 3, which determines a flow velocity V from the frequency difference f0-f1 between the emitted wave U0 and the reflected wave U1, the wavelength λ of the emitted wave U0, and the incident angle α, and The water level H by the water level gauge 5 arranged above the open water channel 1 and the flow rate Q from the water channel width B are calculated based on the equation Q = B · H · V.

【0010】 つぎに、上記構成の動作について説明する。送信器2から水面Sに対して超音 波U0 が所定の広がりをもって発射され、水面Sで反射された反射波U1 は受信 器3で受信される。この時、受信器3の出力を受けた演算回路4では、以下のよ うな演算を行なう。Next, the operation of the above configuration will be described. The ultrasonic wave U0 is emitted from the transmitter 2 to the water surface S with a predetermined spread, and the reflected wave U1 reflected by the water surface S is received by the receiver 3. At this time, the arithmetic circuit 4 receiving the output of the receiver 3 performs the following arithmetic operation.

【0011】 いま、送信器2からの発射波U0 が、U0 =Acos(ω0t+θt)として表わ され、水面Sからの反射波U1 =Acos(ω1t+θ1)として表されるものとす る(但し、Aは定数)。上記発射波U0 の周波数f0 =ω0 /2πは、水面Sで 反射されると、ドップラー効果により、f1 =ω1 /2πに変化する。ここで、 f0 =C/λ、f1 =(C+Vcosα)/λであるので、周波数差f1 −f0 =(Vcosα)λとなる。したがって、流速Vは、V=λ (f1−f0)/cos αから求められる。Now, it is assumed that the emission wave U0 from the transmitter 2 is represented as U0 = Acos (ω0t + θt) and the reflected wave U1 = Acos (ω1t + θ1) from the water surface S (however, A Is a constant). The frequency f0 of the launch wave U0 = ω0 / 2π changes to f1 = ω1 / 2π due to the Doppler effect when reflected by the water surface S. Here, since f0 = C / λ and f1 = (C + Vcosα) / λ, the frequency difference f1−f0 = (Vcosα) λ. Therefore, the flow velocity V is obtained from V = λ (f1−f0) / cos α.

【0012】 また、上記水位計5からの水位計測値が演算回路4に取り込まれる。この結果 、上記演算回路4では、上記開水路1の水路幅B、上記流速Vおよび水位Hから 、θ=B・H・Vを基にして、流量θを算出する。Further, the water level measurement value from the water level gauge 5 is taken into the arithmetic circuit 4. As a result, the arithmetic circuit 4 calculates the flow rate θ from the channel width B of the open channel 1, the flow velocity V and the water level H based on θ = B · H · V.

【0013】 ここで、上記開水路1の上方に設置した送信器2から超音波を水面Sに対して 発射し、発射波U0 や反射波U1 を利用して流速Vなどを求める構成であり、水 中に計器に取り付けるものに比して施工が簡単であり、流木などで破壊されるお それもないうえ、水中からの保守作業から作業者を解放させることができる。ま た、水中の濁度に左右されずに計測できるので、計測誤差を小さくすることがで きる。さらに、上記送信器2と受信器3とを鉛直軸Xに略軸対称に配置してあり 、計測可能な水位変動幅を大きくとることができる。Here, the transmitter 2 installed above the open channel 1 emits ultrasonic waves to the water surface S, and uses the emitted wave U0 and the reflected wave U1 to obtain the flow velocity V and the like. It is easier to install than installing it in the water, it is not destroyed by driftwood, etc., and the operator can be freed from maintenance work from underwater. In addition, the measurement error can be reduced because the measurement can be performed without being affected by the turbidity in water. Further, the transmitter 2 and the receiver 3 are arranged substantially axially symmetrical with respect to the vertical axis X, so that the measurable water level fluctuation range can be made large.

【0014】 また、上記送信器2から出射する超音波に広がりをもたせてあるので、水位変 動に対して受信器3を容易に最適位置に設定することができる。Further, since the ultrasonic waves emitted from the transmitter 2 are spread, the receiver 3 can be easily set to the optimum position with respect to the water level change.

【0015】 なお、上記送信器2から出射する超音波に図2のように指向性をもたせてもよ く、その場合、水位に応じて送信器2と受信器3とを最適な向きに設定すればよ い。Note that the ultrasonic waves emitted from the transmitter 2 may have directivity as shown in FIG. 2, and in that case, the transmitter 2 and the receiver 3 are set in the optimum directions according to the water level. do it.

【0016】 また、図3のように、3個以上の送信器2を並設し、各送信器2から出射され る超音波に位相差をもたせることにより、水面の変化に対して好ましい送受信角 度を選ぶようにしてもよい。Further, as shown in FIG. 3, by arranging three or more transmitters 2 in parallel and giving a phase difference to the ultrasonic waves emitted from each transmitter 2, a preferable transmission / reception angle with respect to a change in the water surface is obtained. You may choose the degree.

【0017】[0017]

【考案の効果】[Effect of the device]

以上のように本考案によれば、一定水路幅の開水路上に超音波の送信器と受信 器とを水面上の鉛直軸に略対称の位置関係に配置し、超音波のドップラー効果を 利用して求めた流速と上記水路幅と水位とから流量を求めるようにしたので、水 中に設置するものに比して施工作業や保修作業が容易になり、しかも、水の濁度 に影響されることなく、精確な計測値を得ることができる。 As described above, according to the present invention, the ultrasonic transmitter and receiver are arranged in a substantially symmetrical positional relationship with the vertical axis above the water surface on an open channel with a constant channel width, and the Doppler effect of ultrasonic waves is utilized. Since the flow rate is calculated from the calculated flow velocity, the channel width and the water level, the construction work and maintenance work are easier than those installed in water, and the turbidity of water is affected. It is possible to obtain accurate measurement values without

【図面の簡単な説明】[Brief description of drawings]

【図1】本考案の一実施例による流量計測装置を示す構
成図である。
FIG. 1 is a block diagram showing a flow rate measuring device according to an embodiment of the present invention.

【図2】送信器からの発射波に指向性をもたせた場合の
流量計測装置を示す構成図である。
FIG. 2 is a configuration diagram showing a flow rate measuring device when a wave emitted from a transmitter has directivity.

【図3】本発明の他の実施例を示すもので、3つの送信
器を並設した場合の流量計測装置を示す構成図である。
FIG. 3 shows another embodiment of the present invention and is a configuration diagram showing a flow rate measuring device when three transmitters are arranged in parallel.

【図4】従来の流量計測装置を示す構成図である。FIG. 4 is a configuration diagram showing a conventional flow rate measuring device.

【符号の説明】[Explanation of symbols]

1 開水路 2 送信器 3 受信器 5 水位計 H 水位 S 水面 V 流速 X 鉛直軸 1 Open channel 2 Transmitter 3 Receiver 5 Water level gauge H Water level S Water level V Flow velocity X Vertical axis

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 一定水路幅の開水路の上方に、水面に対
して斜め方向から超音波を発射する送信器と、水面から
の反射波を受信する受信器とを水面上の鉛直軸に対して
略対称の位置関係に配置し、上記超音波の発射波と反射
波との周波数差、発射波の波長および発射波の水面に対
する入射角度から求められた流速と、上記開水路の上方
の水位計で計測した水位と、上記水路幅とから流量を算
出するように構成したことを特徴とする流量計測装置。
1. A transmitter for emitting ultrasonic waves obliquely to the water surface and a receiver for receiving reflected waves from the water surface with respect to a vertical axis above the water surface above an open water channel having a constant water channel width. Are placed in a substantially symmetric positional relationship, the flow rate obtained from the frequency difference between the emitted wave of the ultrasonic wave and the reflected wave, the wavelength of the emitted wave and the incident angle of the emitted wave with respect to the water surface, and the water level above the open channel. A flow rate measuring device configured to calculate a flow rate from a water level measured by a meter and the water channel width.
JP3056992U 1992-05-11 1992-05-11 Flow rate measuring device Pending JPH0590328U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3056992U JPH0590328U (en) 1992-05-11 1992-05-11 Flow rate measuring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3056992U JPH0590328U (en) 1992-05-11 1992-05-11 Flow rate measuring device

Publications (1)

Publication Number Publication Date
JPH0590328U true JPH0590328U (en) 1993-12-10

Family

ID=12307473

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3056992U Pending JPH0590328U (en) 1992-05-11 1992-05-11 Flow rate measuring device

Country Status (1)

Country Link
JP (1) JPH0590328U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102411793B1 (en) * 2021-12-03 2022-06-22 주식회사 한하산업 Power saving type smart rotary screen automatic control system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102411793B1 (en) * 2021-12-03 2022-06-22 주식회사 한하산업 Power saving type smart rotary screen automatic control system

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