JP2001074526A - Flow measuring device - Google Patents

Flow measuring device

Info

Publication number
JP2001074526A
JP2001074526A JP24990299A JP24990299A JP2001074526A JP 2001074526 A JP2001074526 A JP 2001074526A JP 24990299 A JP24990299 A JP 24990299A JP 24990299 A JP24990299 A JP 24990299A JP 2001074526 A JP2001074526 A JP 2001074526A
Authority
JP
Japan
Prior art keywords
pressure
flow rate
water
flow
differential pressure
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
JP24990299A
Other languages
Japanese (ja)
Inventor
Yukio Hoshino
野 幸 男 星
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.)
Toshiba Corp
Original Assignee
Toshiba 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 Toshiba Corp filed Critical Toshiba Corp
Priority to JP24990299A priority Critical patent/JP2001074526A/en
Publication of JP2001074526A publication Critical patent/JP2001074526A/en
Pending legal-status Critical Current

Links

Landscapes

  • Measuring Volume Flow (AREA)

Abstract

PROBLEM TO BE SOLVED: To dispense with installation of a weir and to prevent a foreign substance from accumulating by detecting water pressure at a high pressure side pressure receiving part provided facing to the upstream direction and a low pressure side pressure receiving part provided facing to the downstream direction, and obtaining a flow rate based on the differential pressure, and flow speed and water level computed from the static pressure at the same point. SOLUTION: A differential pressure detector 1 is constituted by arranging two water pressure detecting elements on the surface and back in parallel, one detecting element is faced to the upstream direction as a high pressure side pressure receiving part 2, the other is faced to the downstream direction as a low pressure side pressure receiving part 3, and the respective ones are vertically installed on the bottom of the water passage. Both pressure receiving parts 2, 3 detect water pressures, and the differential pressure signals is applied to a converter 5 through a cable 4. At this time the detector 1 detects static pressure of the provided position by a static pressure sensor 1a to send to the converter 5. The converter 5 computes flow speed and water level up to the water surface from the differential pressure signal and the static pressure signal, and further computes the flow based on the water level, the flow speed, and the breadth of a water passage.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、放水路等の開渠の
流量を測定するに好適な流量測定装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a flow rate measuring device suitable for measuring the flow rate of an open channel such as a water discharge channel.

【0002】[0002]

【従来の技術】この種の従来の流量測定装置として、例
えば、図10に示すものがあった。これは堰式流量計と
呼ばれ、所定の高さの堰20を設置し、その上流側の水
中にレベル計21を沈め、レベル計21によって求めら
れる水面と堰20の上面との差、すなわち、堰20の上
の水位レベルhに基づいて流量Qを演算によって求める
方式のものであった。
2. Description of the Related Art FIG. 10 shows a conventional flow measuring device of this type, for example. This is called a weir type flow meter, in which a weir 20 of a predetermined height is installed, a level meter 21 is immersed in the water on the upstream side, and the difference between the water surface obtained by the level meter 21 and the upper surface of the weir 20, that is, And the flow rate Q is calculated based on the water level h above the weir 20.

【0003】[0003]

【発明が解決しようとする課題】図10に示した従来の
流量測定装置は堰20を設置しなければならず、その分
だけ費用が嵩むという問題があった。また、堰20に異
物が堆積するというような問題もあった。
The conventional flow rate measuring device shown in FIG. 10 has a problem that the weir 20 must be installed and the cost increases accordingly. In addition, there is a problem that foreign matter is deposited on the weir 20.

【0004】本発明は上記の課題を解決するためになさ
れたもので、水路等の開渠の流量を測定するに当たり、
堰を不要化すると共に、異物の堆積を未然に防止するこ
とのできる流量測定装置を提供することを目的とする。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems.
It is an object of the present invention to provide a flow measuring device which can eliminate a weir and prevent the accumulation of foreign matter beforehand.

【0005】[0005]

【課題を解決するための手段】請求項1に係る発明は、
放水路等の開渠の流量を測定する流量測定装置におい
て、2つの水圧検出要素を表側と裏側の関係にある面で
それぞれ水圧を検出するように一体的に装着することに
より高圧側受圧部及び低圧側受圧部を形成し、高圧側受
部を水の流れの上流方向に向け、低圧側受圧部を水の流
れの下流方向に向けて水中に設置し、高圧側受圧部で検
出される水圧と低圧側受圧部で検出される水圧との差を
検出する差圧検出器と、差圧検出器が設置された位置の
静圧を検出する静圧センサと、差圧検出器の差圧信号及
び静圧センサの静圧信号をそれぞれディジタル信号に変
換し、変換された差圧信号及び静圧信号に基づいて流速
及び水位を演算し、演算された流速及び水位に基づいて
流量を演算する変換器と、を備えたことを特徴とするも
のである。
The invention according to claim 1 is
In a flow rate measuring device that measures the flow rate of an open channel such as a water discharge channel, a high pressure side pressure receiving unit and a high pressure side pressure receiving unit are integrally mounted with two water pressure detection elements so as to respectively detect water pressure on a surface in a front side and a back side. A low pressure side pressure receiving part is formed, the high pressure side receiving part is installed in the water with the high pressure side receiving part facing the upstream of the flow of water, and the low pressure side pressure receiving part is installed in the water facing the downstream direction of the water flow. Differential pressure detector that detects the difference between the differential pressure and the water pressure detected by the low pressure side pressure receiving unit, a static pressure sensor that detects the static pressure at the position where the differential pressure detector is installed, and a differential pressure signal of the differential pressure detector And convert the static pressure signal of the static pressure sensor into a digital signal, calculate the flow velocity and water level based on the converted differential pressure signal and static pressure signal, and calculate the flow rate based on the calculated flow velocity and water level. And a container.

【0006】請求項2に係る発明は、請求項1に記載の
流量測定装置において、差圧検出器、静圧センサ及び変
換器を一体的に密封して水中に沈め、ケーブルを介して
地上の装置に伝送することを特徴とするものである。
According to a second aspect of the present invention, in the flow rate measuring device according to the first aspect, the differential pressure detector, the static pressure sensor, and the converter are integrally sealed and immersed in water, and the ground is connected via a cable. It is characterized by being transmitted to a device.

【0007】請求項3に係る発明は、請求項1に記載の
流量測定装置において、差圧検出器及び静圧センサを水
路の底部近傍に固定したことを特徴とするものである。
According to a third aspect of the present invention, in the flow rate measuring device according to the first aspect, the differential pressure detector and the static pressure sensor are fixed near the bottom of the water channel.

【0008】請求項4に係る発明は、請求項1に記載の
流量測定装置において、先端部が水中に沈められ、基端
部が水面から突出されると共に、基端部を地上の固定部
材に固定してなる棒状部材を備え、棒状部材の先端部に
差圧検出器及び静圧センサを固定したことを特徴とする
ものである。
According to a fourth aspect of the present invention, in the flow rate measuring device according to the first aspect, the distal end portion is submerged in water, the proximal end portion is projected from the water surface, and the proximal end portion is fixed to a ground fixing member. A fixed rod-shaped member is provided, and a differential pressure detector and a static pressure sensor are fixed to the tip of the rod-shaped member.

【0009】請求項5に係る発明は、請求項1乃至4の
いずれか1項に記載の流量測定装置において、高圧側受
圧部及び低圧側受圧部にそれぞれフードを設けたことを
特徴とするものである。
According to a fifth aspect of the present invention, in the flow rate measuring device according to any one of the first to fourth aspects, a hood is provided on each of the high pressure side pressure receiving portion and the low pressure side pressure receiving portion. It is.

【0010】請求項6に係る発明は、請求項1乃至5の
いずれか1項に記載の流量測定装置において、演算で求
められた流量が、予め定めた閾値以下のとき、検出値を
無効とすることを特徴とするものである。
According to a sixth aspect of the present invention, in the flow rate measuring device according to any one of the first to fifth aspects, when the flow rate obtained by the calculation is equal to or less than a predetermined threshold value, the detected value is invalidated. It is characterized by doing.

【0011】請求項7に係る発明は、請求項1乃至6の
いずれか1項に記載された流量測定装置において、演算
で求められた流量を一定時間毎に積算、記憶する手段
と、演算された単位時間流量及び記憶された積算流量を
表示する表示手段とを備えたことを特徴とするものであ
る。
According to a seventh aspect of the present invention, there is provided the flow rate measuring apparatus according to any one of the first to sixth aspects, wherein a means for integrating and storing the flow rate obtained by the calculation at regular time intervals is provided. Display means for displaying the unit time flow rate and the stored integrated flow rate.

【0012】請求項8に係る発明は、請求項7に記載の
流量測定装置において、演算で求められた流量が負値に
なったとき、流れが逆になったことの標識を表示すると
共に、前回の積算流量から今回の単位時間流量を減算す
ることを特徴とするものである。
According to an eighth aspect of the present invention, in the flow rate measuring device according to the seventh aspect, when the flow rate obtained by the calculation becomes a negative value, a sign indicating that the flow has been reversed is displayed, The present invention is characterized in that the current unit time flow rate is subtracted from the previous integrated flow rate.

【0013】[0013]

【発明の実施の形態】以下、本発明を図面に示す好適な
実施形態に基づいて詳細に説明する。図1は本発明に係
る流量測定装置の第1の実施形態の概略構成図である。
同図において、1は差圧検出器であり、水中に設置でき
るように、溶接等を駆使して形成された外囲器を有し、
その内部に二つの水圧検出要素が一体的に装着されてい
る。これらの水圧検出要素は互いに表側と裏側の関係に
ある面に向けて平行に配置され、その一方が高圧側受圧
部2を形成し、他方が低圧側受圧部3を形成している。
そして、高圧側受圧部2がその表面を垂直にして水の流
れの上流方向に向けられ、低圧側受圧部3がその表面を
垂直にして水の流れの下流方向に向けられて水路の底に
設置されている。また、この差圧検出器1は高圧側受圧
部2で検出される水圧と低圧側受圧部3で検出される水
圧との差を検出し、ケーブル4を介して、その差圧に対
応するアナログ信号を変換器5に加える構成になってい
る。さらに、差圧検出器1はそれが設置された位置の静
圧を検出する静圧センサ1aを内蔵している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described in detail based on preferred embodiments shown in the drawings. FIG. 1 is a schematic configuration diagram of a first embodiment of a flow measurement device according to the present invention.
In the figure, reference numeral 1 denotes a differential pressure detector, which has an envelope formed by making full use of welding or the like so that it can be installed in water.
Two water pressure detecting elements are integrally mounted therein. These water pressure detecting elements are arranged in parallel to the surfaces having a front side and a back side with respect to each other, and one of them forms the high pressure side pressure receiving portion 2 and the other forms the low pressure side pressure receiving portion 3.
Then, the high-pressure side pressure-receiving portion 2 is directed to the upstream direction of the water flow with its surface vertical, and the low-pressure side pressure-receiving portion 3 is directed to the downstream direction of the water flow with its surface vertical, to the bottom of the water channel. is set up. The differential pressure detector 1 detects a difference between the water pressure detected by the high pressure side pressure receiving unit 2 and the water pressure detected by the low pressure side pressure receiving unit 3, and outputs an analog signal corresponding to the differential pressure via a cable 4. The signal is applied to the converter 5. Further, the differential pressure detector 1 has a built-in static pressure sensor 1a for detecting a static pressure at a position where the differential pressure detector is installed.

【0014】変換器5はマイクロプロセッサ(MPU)
を用いたディジタル回路でなり、電源6から動作電力の
供給を受け、差圧検出器1及び静圧センサ1aの各アナ
ログ信号をそれぞれディジタル信号に変換し、変換され
た水圧差信号と静圧信号とに基づいて流速及び水位を演
算し、演算された流速及び水位に基づいて流量を演算す
るものである。
The converter 5 is a microprocessor (MPU)
, And receives the supply of operating power from the power supply 6, converts each analog signal of the differential pressure detector 1 and the static pressure sensor 1a into a digital signal, and converts the converted hydraulic pressure difference signal and the static pressure signal. And the water level is calculated based on the calculated flow rate and water level, and the flow rate is calculated based on the calculated flow rate and water level.

【0015】上記のように構成された第1の実施形態の
動作を以下に説明する。差圧検出器1は高圧側受圧部2
及び低圧側受圧部3の表面がそれぞれ垂直になるように
設置されている。従って、水路に流れが無い場合には、
差圧検出器1の高圧側受圧部2及び低圧側受圧部3に対
して水頭圧、すなわち、静圧PLは均等に作用して差圧
はゼロである。そして、流れがある場合には高圧側受圧
部2に流れの大きさに応じた圧力、すなわち、動圧PD
が作用し、高圧側受圧部2に加わる全圧PT はPL
D となる。これに対して低圧側受圧部3には静圧PL
のみが加わる。従って、差圧検出器1は動圧PD に対
応する差圧信号を変換器5に加える。また、静圧センサ
1aは静圧PL を検出して変換器5に加える。
The operation of the first embodiment configured as described above will be described below. The differential pressure detector 1 is a high pressure side pressure receiving section 2
And the surface of the low pressure side pressure receiving part 3 is set to be vertical. Therefore, if there is no flow in the channel,
High pressure side pressure receiving portion 2 and the water head pressure to the low pressure side pressure receiving portion 3 of the differential pressure detector 1, i.e., the static pressure P L is the differential pressure acts equally is zero. If there is a flow, a pressure corresponding to the magnitude of the flow is applied to the high pressure side pressure receiving unit 2, that is, the dynamic pressure P D
Acts, and the total pressure PT applied to the high-pressure side pressure receiving section 2 is P L +
The P D. On the other hand, the low pressure side pressure receiving section 3 has a static pressure P L
Only joins. Therefore, the differential pressure detector 1 applies a differential pressure signal corresponding to the dynamic pressure P D to the converter 5. Further, the static pressure sensor 1 a detects the static pressure P L and applies it to the converter 5.

【0016】変換器5は差圧検出器1から加えられる静
圧PL 及び静圧センサ1aから加えられる静圧PL をそ
れぞれディジタル値に変換し、続いて、次式により流速
vを演算する。
The converter 5 converts the static pressure P L applied from the static pressure P L and the static pressure sensor 1a applied from the differential pressure detector 1 into digital values, subsequently, calculates the flow velocity v by the following formula .

【数1】 ただし、 g:重力加速度 γ:水の比重 である。(Equation 1) Here, g: gravity acceleration γ: specific gravity of water.

【0017】また、変換器5は次式により静圧センサ1
aから水面までの水位hを次式によって求める。
The converter 5 is a static pressure sensor 1 according to the following equation.
The water level h from a to the water surface is determined by the following equation.

【0018】 h=PL /γ …(2) この場合、水路が図2に示すように、横幅がBであると
すれば、変換器5は次式によって流量Qを演算する。 Q=v・h・B …(3)
H = P L / γ (2) In this case, assuming that the width of the channel is B as shown in FIG. 2, the converter 5 calculates the flow rate Q by the following equation. Q = v · h · B (3)

【0019】なお,マイクロプロセッサを搭載した変換
器5は、予めメモりに設定しておいた計算式を用いて上
記の計算を行う。特に、水路の幅Bについては用途に応
じて随時変更できるようにしておく。また、演算した結
果は、例えば、アナログ信号に変換して4〜20mAの
直流信号で監視装置等に伝送される。
The converter 5 equipped with a microprocessor performs the above calculation using a calculation formula set in advance in memory. In particular, the width B of the water channel can be changed at any time according to the application. The result of the calculation is converted into an analog signal and transmitted to a monitoring device or the like as a DC signal of 4 to 20 mA.

【0020】かくして、第1の実施形態によれば、放水
路等、開渠の流量を測定するに当たり、堰を不要化する
と共に、異物の堆積を未然に防止することのできる流量
測定装置が得られる。
Thus, according to the first embodiment, when measuring the flow rate of an open channel such as a spillway, a flow rate measuring device which obviates the need for a weir and can prevent the accumulation of foreign matter beforehand is obtained. Can be

【0021】なお、上記実施形態では流量信号をアナロ
グ信号として監視所等に伝送したが、ディジタル信号と
して伝送することももちろん可能である。
In the above embodiment, the flow rate signal is transmitted as an analog signal to a monitoring station or the like. However, it is of course possible to transmit the flow rate signal as a digital signal.

【0022】また、上記実施形態では、静圧センサ1a
を内蔵する差圧検出器1を用いたが、流れの下流方向に
向けられた低圧受圧部を静圧センサの代わりに用いるこ
ともできる。
In the above embodiment, the static pressure sensor 1a
Is used, but a low-pressure receiving portion directed in the downstream direction of the flow can be used instead of the static pressure sensor.

【0023】図3は本発明に係る流量測定装置の第2の
実施形態の構成を示す断面図であり、図中、図1と同一
の要素には同一の符号を付してその説明を省略する。図
1に示した実施形態は差圧検出器1のみを水中に沈め、
この差圧検出器1から導出したケーブル4によって地上
の変換器5に接続したが、この図3に示した実施形態は
差圧検出器1と変換器5とを一体構造とし、この一体の
構造体を水中に設置し、ケーブル4を介して、例えば地
上の監視所等に設けられたハウジング7に伝送するもの
である。この場合、高圧側受圧部2と低圧側受圧部3と
の中間に両者の差圧に応動するように装着された重力平
衡式、電気抵抗式、あるいは差動変圧器等のセンサ部9
が配置されている。そして、このセンサ部9と変換器5
とが内部配線され、変換器5から導出されるケーブル4
とそれらを収納する筐体とはパッキング又は樹脂などの
機密シール部7でシールされる構成になっている。
FIG. 3 is a sectional view showing the configuration of a second embodiment of the flow measuring device according to the present invention. In the drawing, the same elements as those in FIG. I do. In the embodiment shown in FIG. 1, only the differential pressure detector 1 is submerged in water,
Although connected to the converter 5 on the ground by the cable 4 derived from the differential pressure detector 1, in the embodiment shown in FIG. 3, the differential pressure detector 1 and the converter 5 are integrated, and this integrated structure is used. The body is placed underwater and transmitted via a cable 4 to a housing 7 provided at a monitoring station on the ground, for example. In this case, a sensor unit 9 such as a gravity balance type, an electric resistance type, or a differential transformer mounted between the high pressure side pressure receiving unit 2 and the low pressure side pressure receiving unit 3 so as to respond to the pressure difference therebetween.
Is arranged. The sensor unit 9 and the converter 5
Are internally wired and the cable 4 led out of the converter 5
The housing for accommodating them is sealed with a confidential seal portion 7 such as packing or resin.

【0024】この流量測定装置の特徴はセンサ部9と変
換器5とが略同じ温度に保たれるため、温度誤差を低く
抑えることができ、また、それぞれの圧力センサからの
微弱信号を伝送する線を引き回さないでも済むので、耐
ノイズ性能を向上させることができる。
The characteristic of this flow rate measuring device is that the sensor section 9 and the converter 5 are maintained at substantially the same temperature, so that a temperature error can be suppressed low and a weak signal from each pressure sensor is transmitted. Since it is not necessary to route the wires, noise resistance performance can be improved.

【0025】図4は図3に示した構成の流量測定装置の
設置例である。ここでは固定金具10を用いて水路の底
部近傍に固定している。この固定は前述したとおり高圧
側受圧部2を水の流れの上流方向に向け、低圧側受圧部
3を水の流れの下流方向に向ける。この結果、水位hの
基準が定められ、常に安定した測定が可能となる。
FIG. 4 shows an example of installation of the flow rate measuring device having the structure shown in FIG. Here, it is fixed to the vicinity of the bottom of the water channel using the fixing fitting 10. As described above, this fixation causes the high pressure side pressure receiving portion 2 to be directed in the upstream direction of the water flow, and the low pressure side pressure receiving portion 3 to be directed in the downstream direction of the water flow. As a result, the standard of the water level h is determined, and stable measurement is always possible.

【0026】図5は本発明に係る流量測定装置の第3の
実施形態の概略構成図である。この実施形態は差圧検出
器1を棒状部材11の先端部に取付け、棒状部材11に
より差圧検出器1を水中に沈めると共に、棒状部材11
の他端をクランプ12を用いて地上部に固定したもので
ある。このような固定方式を採用することによって、差
圧検出器1の設置、取り外しが容易化され、メンテナン
スが格段に容易になるという利点がある。
FIG. 5 is a schematic configuration diagram of a third embodiment of the flow measuring device according to the present invention. In this embodiment, the differential pressure detector 1 is attached to the tip of a rod-shaped member 11, and the differential pressure detector 1 is submerged by the rod-shaped member 11.
Is fixed to the ground using a clamp 12. By adopting such a fixing method, there is an advantage that installation and removal of the differential pressure detector 1 are facilitated, and maintenance is significantly facilitated.

【0027】図6は本発明に係る流量測定装置の第4の
実施形態の概略構成図である。この実施形態は差圧検出
器1の高圧側受圧面に管状の高圧側フード13を設ける
と共に、低圧側の受圧面に管状の低圧側フード14を設
けたものである。このように構成することによって、受
圧面に当たる流れによる圧力が均一にされ、また、差圧
検出器1の付近に発生する渦等の影響をうけないでの測
定が可能になる。
FIG. 6 is a schematic configuration diagram of a fourth embodiment of the flow measuring device according to the present invention. In this embodiment, a tubular high pressure side hood 13 is provided on the high pressure side pressure receiving surface of the differential pressure detector 1, and a tubular low pressure side hood 14 is provided on the low pressure side pressure receiving surface. With such a configuration, the pressure due to the flow impinging on the pressure receiving surface is made uniform, and measurement can be performed without being affected by eddies or the like generated near the differential pressure detector 1.

【0028】図7は動圧PD と速度vとの関係を示した
線図であり、これらの間には次式の関係が成立する。
FIG. 7 is a graph showing the relationship between the dynamic pressure P D and the speed v, and the following relationship is established between them.

【数2】 (Equation 2)

【0029】しかしながら、(4)式の関係は流速vが
所定値を超えておれば比較的安定性を保つが、それ以下
の低速領域では速度vの信号が不安定になりやすい。こ
のため、低流量域の流速信号を、ある値以下はゼロとす
るか、あるいは、次式の関係を持たせるような処理が必
要となる。
However, the relationship of the equation (4) holds relatively stable if the flow velocity v exceeds a predetermined value, but the signal of the velocity v tends to become unstable in a low speed region below that. For this reason, it is necessary to set the flow rate signal in the low flow rate range to zero below a certain value, or to perform processing for giving the following relationship.

【数3】 (Equation 3)

【0030】従って、変換器5に低流量値に対する処理
機能、すなわち、ローカット処理機能を持たせることに
よって、流量測定精度を高めることができる。
Accordingly, by providing the converter 5 with a processing function for a low flow rate value, that is, a low cut processing function, the flow rate measurement accuracy can be improved.

【0031】図8(a),(b)は本発明に係る流量測
定装置の第5の実施形態の構成を示すブロック図及び側
面図である。この実施形態は変換器5にLCD表示器5
5を付帯させ、このLCD表示器55に単位時間流量及
び積算流量を設定により随時選択的に表示させるもので
ある。この場合、変換器5はMPU51、A−D変換器
52、メモリ53、D−A変換器54及びLCD表示器
55を備えている。そして、A−D変換器52は差圧検
出器1から出力されるアナログ差圧信号をディジタル信
号に変換してMPU51に加える。MPU51はこの信
号をメモリ53に一旦記憶させ、続いて、上記(1)〜
(3)式の処理を実行して単位時間流量を求め、その値
をメモリ53に記憶させる。D−A変換器54はMPU
51の指令に従って単位時間流量をアナログ信号に変換
して出力する。さらに、MPU51はメモリ53に記憶
させた単位時間流量を一定時間毎に積算して現在までの
合計流量すなわち積算流量を求める。ここで、図示を省
略した外部の設定手段の設定状態に応じて、MPU51
は単位時間流量をLCD表示器55に表示したり、積算
流量を表示したり、その両方を表示したりする。これに
よって、単位時間流量のみならず積算流量の測定、監視
も可能となる。
FIGS. 8A and 8B are a block diagram and a side view, respectively, showing the configuration of a fifth embodiment of the flow measuring device according to the present invention. In this embodiment, the converter 5 has an LCD display 5.
5, the unit time flow rate and the integrated flow rate are selectively displayed on the LCD display 55 at any time by setting. In this case, the converter 5 includes an MPU 51, an AD converter 52, a memory 53, a DA converter 54, and an LCD display 55. Then, the AD converter 52 converts the analog differential pressure signal output from the differential pressure detector 1 into a digital signal and adds the digital signal to the MPU 51. The MPU 51 temporarily stores this signal in the memory 53, and subsequently, the above (1) to (5)
The unit time flow rate is obtained by executing the processing of the equation (3), and the value is stored in the memory 53. DA converter 54 is an MPU
The unit time flow rate is converted into an analog signal according to the instruction of 51 and output. Further, the MPU 51 integrates the unit time flow rate stored in the memory 53 at regular intervals to obtain a total flow rate up to the present, that is, an integrated flow rate. Here, according to the setting state of the external setting means (not shown), the MPU 51
Displays the unit time flow rate on the LCD display 55, displays the integrated flow rate, or displays both of them. This makes it possible to measure and monitor not only the unit time flow rate but also the integrated flow rate.

【0032】上述した各実施形態はいずれも水の流れの
方向が一定であることを前提としている。しかし、水の
流れが逆になる水路も存在する。この場合、差圧検出器
1は負の差圧信号を出力し、これに応じて単位時間流量
を減算することによって正しい積算流量が得られる。図
9はこれらの機能を持たせた本発明に係る流量測定装置
の第6の実施形態の構成をフローチャート的に示した機
能ブロック図である。以下、変換器5の動作を図9に従
って説明する。
Each of the above embodiments is based on the premise that the direction of the flow of water is constant. However, there are waterways where the flow of water is reversed. In this case, the differential pressure detector 1 outputs a negative differential pressure signal, and the correct integrated flow rate can be obtained by subtracting the unit time flow rate accordingly. FIG. 9 is a functional block diagram showing the configuration of a sixth embodiment of the flow measuring device according to the present invention having these functions in a flowchart. Hereinafter, the operation of the converter 5 will be described with reference to FIG.

【0033】先ず、ステップ101にて差圧信号が正
か、負かを判定し、正であればステップ102にて流量
演算を実行し、ステップ103にて流量信号を伝送す
る。そして、ステップ104で単位時間流量をメモリ5
3に記憶させ、積算流量を求める。そして、ステップ1
05にて単位時間流量及び積算流量をLCD表示器55
に表示する。
First, at step 101, it is determined whether the differential pressure signal is positive or negative. If positive, the flow rate calculation is executed at step 102, and the flow rate signal is transmitted at step 103. Then, the unit time flow rate is stored in the memory 5 in step 104.
3 and the integrated flow rate is obtained. And step 1
At 05, the unit time flow rate and the integrated flow rate are displayed on the LCD 55.
To be displayed.

【0034】次に、ステップ101にて差圧信号が負で
あると判定された場合には、ステップ106でその絶対
値を求め、続いてステップ107にて流量演算を実行
し、ステップ108にて流量信号を伝送する。そして、
ステップ109でメモリ53に記憶された、積算流量か
ら単位時間流量を減算して実際の流量を求め、ステップ
110にて水の流れの方向が逆になったことの標識と併
せて単位時間流量及び実際流量をLCD表示器55に表
示する。
Next, when it is determined in step 101 that the differential pressure signal is negative, the absolute value is obtained in step 106, and then the flow rate calculation is executed in step 107, and in step 108 Transmit the flow signal. And
The actual flow rate is obtained by subtracting the unit time flow rate from the integrated flow rate stored in the memory 53 in step 109, and the unit time flow rate and the flow rate in step 110 together with the sign that the direction of the water flow has been reversed. The actual flow rate is displayed on the LCD display 55.

【0035】かくして、第6の実施形態によれば、水が
逆流する場合がある水路の単位時間流量、積算流量及び
実際流量を演算、表示することができる。
Thus, according to the sixth embodiment, it is possible to calculate and display the unit time flow rate, the integrated flow rate, and the actual flow rate of a water channel in which water may flow backward.

【0036】[0036]

【発明の効果】以上の説明によって明らかなように、本
発明によれば、水路等の開渠の流量を測定するに当た
り、堰を不要化すると共に、異物の堆積を未然に防止す
ることのできる流量測定装置を提供することができる。
As is apparent from the above description, according to the present invention, when measuring the flow rate of an open channel such as a water channel, a weir is not required, and the accumulation of foreign matter can be prevented beforehand. A flow measurement device can be provided.

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

【図1】本発明に係る流量測定装置の第1の実施形態の
概略構成図。
FIG. 1 is a schematic configuration diagram of a first embodiment of a flow measurement device according to the present invention.

【図2】図1に示した第1の実施形態を適用する水路の
断面図。
FIG. 2 is a sectional view of a water channel to which the first embodiment shown in FIG. 1 is applied;

【図3】本発明に係る流量測定装置の第2の実施形態能
の構成を示す断面図。
FIG. 3 is a sectional view showing a configuration of a second embodiment of the flow measuring device according to the present invention.

【図4】図3に示した構成の流量測定装置の設置例。FIG. 4 is an installation example of a flow measuring device having the configuration shown in FIG.

【図5】本発明に係る流量測定装置の第3の実施形態の
概略構成図。
FIG. 5 is a schematic configuration diagram of a third embodiment of the flow measurement device according to the present invention.

【図6】本発明に係る流量測定装置の第4の実施形態の
概略構成図。
FIG. 6 is a schematic configuration diagram of a fourth embodiment of the flow measurement device according to the present invention.

【図7】上記各実施形態の動作を説明するために、流水
の動圧と速度との関係を示した線図。
FIG. 7 is a diagram showing the relationship between the dynamic pressure and speed of flowing water for explaining the operation of each of the above embodiments.

【図8】本発明に係る流量測定装置の第5の実施形態の
構成を示すブロック図及び側面図。
FIG. 8 is a block diagram and a side view showing a configuration of a fifth embodiment of a flow measurement device according to the present invention.

【図9】本発明に係る流量測定装置の第6の実施形態の
構成をフローチャート的に示した機能ブロック図。
FIG. 9 is a functional block diagram showing a configuration of a sixth embodiment of the flow measuring device according to the present invention in a flowchart.

【図10】従来の流量測定装置の概略構成図。FIG. 10 is a schematic configuration diagram of a conventional flow measurement device.

【符号の説明】[Explanation of symbols]

1 差圧検出器 1a 静圧センサ 2 高圧側受圧部 3 低圧側受圧部 4 ケーブル 5 変換器 6 電源 7 ハウジング 8 機密シール部 9 センサ部 10 固定金具 11 棒状部材 12 クランプ 13 高圧側フード 14 低圧側フード 51 MPU 55 LCD表示器 DESCRIPTION OF SYMBOLS 1 Differential pressure detector 1a Static pressure sensor 2 High pressure side pressure receiving part 3 Low voltage side pressure receiving part 4 Cable 5 Transducer 6 Power supply 7 Housing 8 Security seal part 9 Sensor part 10 Fixture 11 Bar-shaped member 12 Clamp 13 High pressure side hood 14 Low pressure side Hood 51 MPU 55 LCD display

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】放水路等の開渠の流量を測定する流量測定
装置において、 2つの水圧検出要素を表側と裏側の関係にある面でそれ
ぞれ水圧を検出するように一体的に装着することにより
高圧側受圧部及び低圧側受圧部を形成し、前記高圧側受
部を水の流れの上流方向に向け、前記低圧側受圧部を水
の流れの下流方向に向けて水中に設置し、前記高圧側受
圧部で検出される水圧と前記低圧側受圧部で検出される
水圧との差を検出する差圧検出器と、 前記差圧検出器が設置された位置の静圧を検出する静圧
センサと、 前記差圧検出器の差圧信号及び前記静圧センサの静圧信
号をそれぞれディジタル信号に変換し、変換された差圧
信号及び静圧信号に基づいて流速及び水位を演算し、演
算された流速及び水位に基づいて流量を演算する変換器
と、 を備えたことを特徴とする流量測定装置。
1. A flow rate measuring device for measuring a flow rate of an open channel such as a water discharge channel, wherein two water pressure detecting elements are integrally mounted so as to detect a water pressure on a surface having a relationship between a front side and a back side. Forming a high pressure side pressure receiving part and a low pressure side pressure receiving part, the high pressure side receiving part is oriented in the upstream direction of the flow of water, and the low pressure side pressure receiving part is installed in the water in a downstream direction of the water flow, A differential pressure detector for detecting a difference between a hydraulic pressure detected by a side pressure receiving portion and a hydraulic pressure detected by the low pressure side pressure receiving portion; and a static pressure sensor for detecting a static pressure at a position where the differential pressure detector is installed. Convert the differential pressure signal of the differential pressure detector and the static pressure signal of the static pressure sensor into digital signals, calculate the flow velocity and water level based on the converted differential pressure signal and static pressure signal, and calculate A converter that calculates the flow rate based on the flow velocity and water level A flow measuring device, comprising:
【請求項2】前記差圧検出器、静圧センサ及び変換器を
一体的に密封して水中に沈め、ケーブルを介して流量信
号を地上の装置に伝送することを特徴とする請求項1に
記載の流量測定装置。
2. The method according to claim 1, wherein the differential pressure detector, the static pressure sensor and the converter are integrally sealed and immersed in water, and a flow signal is transmitted to a device on the ground via a cable. The flow measurement device as described.
【請求項3】前記差圧検出器及び静圧センサを水路の底
部近傍に固定したことを特徴とする請求項1に記載の流
量測定装置。
3. The flow measuring device according to claim 1, wherein the differential pressure detector and the static pressure sensor are fixed near the bottom of the water channel.
【請求項4】先端部が水中に沈められ、基端部が水面か
ら突出されると共に、前記基端部を地上の固定部材に固
定してなる棒状部材を備え、前記棒状部材の先端部に前
記差圧検出器及び静圧センサを固定したことを特徴とす
る請求項1に記載の流量測定装置。
4. A rod-shaped member having a distal end portion submerged in water, a proximal end portion protruding from the water surface, and having the proximal end portion fixed to a fixed member on the ground. The flow rate measuring device according to claim 1, wherein the differential pressure detector and the static pressure sensor are fixed.
【請求項5】前記高圧側受圧部及び低圧側受圧部にそれ
ぞれフードを設けたことを特徴とする請求項1乃至4の
いずれか1項に記載の流量測定装置。
5. The flow measuring device according to claim 1, wherein a hood is provided on each of the high pressure side pressure receiving portion and the low pressure side pressure receiving portion.
【請求項6】演算で求められた流量が、予め定めた閾値
以下のとき、検出値を無効とすることを特徴とする請求
項1乃至5のいずれか1項に記載の流量測定装置。
6. The flow rate measuring apparatus according to claim 1, wherein the detected value is invalidated when the flow rate obtained by the calculation is equal to or less than a predetermined threshold value.
【請求項7】演算で求められた流量を一定時間毎に積
算、記憶する手段と、演算された流量の単位時間流量及
び記憶された積算流量を表示する表示手段とを備えたこ
とを特徴とする請求項1乃至6のいずれか1項に記載さ
れた流量測定装置。
7. A system comprising: means for accumulating and storing a flow rate obtained by calculation at regular intervals; and display means for displaying a unit time flow rate of the calculated flow rate and a stored integrated flow rate. The flow measurement device according to claim 1.
【請求項8】演算で求められた流量が負値になったと
き、流れが逆になったことの標識を表示すると共に、前
回の積算流量から今回の単位時間流量を減算することを
特徴とする請求項7に記載の流量測定装置。
8. When the flow rate obtained by the calculation becomes a negative value, a sign indicating that the flow has been reversed is displayed, and the current unit time flow rate is subtracted from the previous integrated flow rate. The flow rate measuring device according to claim 7.
JP24990299A 1999-09-03 1999-09-03 Flow measuring device Pending JP2001074526A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24990299A JP2001074526A (en) 1999-09-03 1999-09-03 Flow measuring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24990299A JP2001074526A (en) 1999-09-03 1999-09-03 Flow measuring device

Publications (1)

Publication Number Publication Date
JP2001074526A true JP2001074526A (en) 2001-03-23

Family

ID=17199917

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24990299A Pending JP2001074526A (en) 1999-09-03 1999-09-03 Flow measuring device

Country Status (1)

Country Link
JP (1) JP2001074526A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007024791A (en) * 2005-07-20 2007-02-01 Furukawa Electric Co Ltd:The Measuring system
CN100342218C (en) * 2004-12-21 2007-10-10 江苏省水利科学研究所 Momentum flowmeter and measuring method thereof
JP2008175631A (en) * 2007-01-17 2008-07-31 Furukawa Electric Co Ltd:The Flow velocity measuring system
CN108534834A (en) * 2018-05-04 2018-09-14 北京城市排水集团有限责任公司 Contact sewer water level flow rate on-Line Monitor Device and its monitoring method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100342218C (en) * 2004-12-21 2007-10-10 江苏省水利科学研究所 Momentum flowmeter and measuring method thereof
JP2007024791A (en) * 2005-07-20 2007-02-01 Furukawa Electric Co Ltd:The Measuring system
JP2008175631A (en) * 2007-01-17 2008-07-31 Furukawa Electric Co Ltd:The Flow velocity measuring system
CN108534834A (en) * 2018-05-04 2018-09-14 北京城市排水集团有限责任公司 Contact sewer water level flow rate on-Line Monitor Device and its monitoring method
CN108534834B (en) * 2018-05-04 2023-09-12 北京城市排水集团有限责任公司 Online monitoring device and method for water level, flow rate and flow rate of contact type drainage canal

Similar Documents

Publication Publication Date Title
JP2005091042A (en) Leak tester
JP2009258125A (en) Magnetically induced flow measurement gauge for fluid and method of magnetically induced flow measurement
JP4158980B2 (en) Multi vortex flowmeter
JPH02161313A (en) Composite flowmeter
US20110107847A1 (en) Acoustic Sensor For Averaging Pitot Tube Installation
EP1384977A3 (en) Level switch with verification capability
KR100915357B1 (en) Temperature and pressure compensating gas turbine flow meter
JP2001074526A (en) Flow measuring device
US20110106461A1 (en) Gas cutoff apparatus
EP0324620B1 (en) Angular velocity sensor
JP3307538B2 (en) Integrated differential pressure flow meter
JP4147583B2 (en) Bubble detection device
JP3225691B2 (en) Open channel flow meter
JPS5921483B2 (en) fluid measuring device
JP2726142B2 (en) Fluidic flow meter
KR20170003313U (en) Gas Volume Error Correcting Sensor Installable Volumetric Gas Meter
JP4329328B2 (en) Spirometer
JP4623488B2 (en) Fluid flow measuring device
JP3146601B2 (en) Fluidic meter controller
KR19990070068A (en) Electronic device that simultaneously measures and displays fluid flow, pressure and temperature
JP2001174297A (en) Flow rate measuring method and device
KR20230124242A (en) Patients urine measurement apparatus and method
JP2004354280A (en) Detector for connecting pipe clogging and differential pressure/pressure transmitter containing same
JP3045601B2 (en) Fluidic flow meter
JP3705689B2 (en) Flow meter and gas meter