JPS5819454Y2 - Open channel flow meter - Google Patents

Open channel flow meter

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Publication number
JPS5819454Y2
JPS5819454Y2 JP6486278U JP6486278U JPS5819454Y2 JP S5819454 Y2 JPS5819454 Y2 JP S5819454Y2 JP 6486278 U JP6486278 U JP 6486278U JP 6486278 U JP6486278 U JP 6486278U JP S5819454 Y2 JPS5819454 Y2 JP S5819454Y2
Authority
JP
Japan
Prior art keywords
flowmeter
open channel
positive displacement
flow meter
partition plate
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
Application number
JP6486278U
Other languages
Japanese (ja)
Other versions
JPS54166855U (en
Inventor
宏 内山
Original Assignee
株式会社北辰電機製作所
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 株式会社北辰電機製作所 filed Critical 株式会社北辰電機製作所
Priority to JP6486278U priority Critical patent/JPS5819454Y2/en
Publication of JPS54166855U publication Critical patent/JPS54166855U/ja
Application granted granted Critical
Publication of JPS5819454Y2 publication Critical patent/JPS5819454Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は、開水路(暗渠も含む)の1部に容積式流量計
を沈めて設置した開水路用流量計に関するものである。
[Detailed Description of the Invention] The present invention relates to a flowmeter for an open channel, in which a positive displacement flowmeter is submerged in a part of an open channel (including a culvert).

従来実用されているこの種の開水路用流量計の構成を第
1図a、l)に示す。
The configuration of this type of open channel flow meter that has been used in the past is shown in Figures 1a and 1).

第1図aは斜視図、bは断面図である。FIG. 1a is a perspective view, and FIG. 1b is a sectional view.

この流量計は水路1に仕切板2を設けこの仕切板2の下
部に形成された貫通孔に容積式流量計例えば電磁流量計
3を設けた構造を有している。
This flowmeter has a structure in which a partition plate 2 is provided in a water channel 1 and a positive displacement flowmeter, for example, an electromagnetic flowmeter 3 is provided in a through hole formed in the lower part of the partition plate 2.

4は被測定流体であり5は流れの方向を示す。4 is the fluid to be measured, and 5 indicates the direction of flow.

このような構成の開水路用流量計では、大流量の場合は
1個の容積式流量計では容量が足らないので複数個の容
積式流量計を仕切板2に設けねばならない。
In the open channel flowmeter having such a configuration, a plurality of positive displacement flowmeters must be provided on the partition plate 2 because one positive displacement flowmeter does not have sufficient capacity for large flow rates.

・しかし、多数の容積式流量計を設けると非常に高価
な流量計となり、測定精度も落ちる。
・However, if a large number of positive displacement flowmeters are installed, the flowmeter becomes very expensive and the measurement accuracy decreases.

又容積式流量計の代りにダミーのパイプを仕切板2の貫
通孔に設け、基本となる容積式流量計の指示から水路の
流速分布を考慮して全体の流量を推定することも実施さ
れている。
In addition, a dummy pipe was installed in the through hole of the partition plate 2 instead of a positive displacement flowmeter, and the overall flow rate was estimated from the indications of the basic positive displacement flowmeter, taking into account the flow velocity distribution of the waterway. There is.

この構成によれば高価な流量計となることは避けられる
が、反面、全流量の測定精度が低下することは避けられ
ない。
According to this configuration, an expensive flowmeter can be avoided, but on the other hand, it is unavoidable that the measurement accuracy of the total flow rate is lowered.

特に水路の形状が複雑な場合は、水路中の流速分布が複
雑となるのではほとんど使用に耐えない場合も生ずる。
In particular, when the shape of the waterway is complicated, the flow velocity distribution in the waterway becomes complicated, which may make it almost unusable.

一方、容積式流量計は一般的に満水状態で使用される。On the other hand, positive displacement flowmeters are generally used in full water conditions.

したがって小流量の場合は、第2図に示すように仕切板
2をはさんで水路1の底部を低くした掘削部1aを設け
、この部分に容積式流量計3を設けるか、あるいは第3
図に示すように仕切板2の下流側に補助仕切板6を設は
容積式流量計内を満水にする必要がある。
Therefore, in the case of a small flow rate, as shown in Fig. 2, an excavated part 1a is provided with the bottom of the water channel 1 lowered by sandwiching the partition plate 2, and a positive displacement flow meter 3 is provided in this part, or a third
As shown in the figure, it is necessary to provide an auxiliary partition plate 6 on the downstream side of the partition plate 2 to fill the inside of the positive displacement flowmeter with water.

しかし、これ等の構成では、第2図の例では掘削部1a
に土砂がたまりやすく、第3図の例でも仕切板2と補助
仕切板6との間に土砂等がたまりやすく、場合によって
は測定不能になる欠点を有する。
However, in these configurations, in the example of FIG.
In the example shown in FIG. 3, dirt and the like tend to accumulate between the partition plate 2 and the auxiliary partition plate 6, which has the disadvantage that measurement becomes impossible in some cases.

したがって第1図の如き従来の方法では大流量あるいは
小流量のいずれの場合でも正確な流量測定を期し難い欠
点がある。
Therefore, the conventional method as shown in FIG. 1 has the drawback that accurate flow rate measurement is difficult to be expected for both large and small flow rates.

本考案では、このような従来の構造の欠点を一掃するた
めに、従来とその発想を変えて、水路の側壁を絞り、か
つその底面を隆起させ、この部分に容積式流量計を設け
ることにより、小流量がら大流量まで正確に測定できる
ようにしたことを特徴とするものである。
In order to eliminate these drawbacks of the conventional structure, the present invention changes the idea from the conventional one by constricting the side wall of the waterway, raising the bottom surface, and installing a positive displacement flowmeter in this part. , is characterized by being able to accurately measure both small and large flow rates.

以下図面によって本考案の具体的構成およびその作用を
説明する。
The specific structure and operation of the present invention will be explained below with reference to the drawings.

第4図は本考案流量計の一実施例を示すものである。FIG. 4 shows an embodiment of the flowmeter of the present invention.

第4図aは水路の隆起部9の部分に絞り部8a及び隆起
部8bを有するフレーム8を挿入しこのフレームの絞り
部でありかつ隆起部に容積式流量計3を取り付けるため
の仕切板7を設けた構成の本考案開水路用流量計を上か
ら見た正面図である。
FIG. 4a shows a frame 8 having a constriction part 8a and a convex part 8b inserted into the convex part 9 of the waterway, and a partition plate 7 which is the constricted part of this frame and is used to attach the positive displacement flowmeter 3 to the convex part. FIG. 2 is a front view of the open channel flow meter of the present invention, which is configured to include the following.

第4図すは、水路底面の隆起部9及びフレーム8の隆起
部8bを示すための断面図である。
FIG. 4 is a sectional view showing the raised portion 9 on the bottom surface of the waterway and the raised portion 8b of the frame 8.

この構成によれば、水路の途中に隆起した底面9を設け
ると同時に側面を絞り、その絞り比を大きくするので、
容積式流量計3の内部に土砂等がたまり難い構成になり
、同時に小流量でも容積式流量計3の内部を満水にする
ことが容易となる。
According to this configuration, the raised bottom surface 9 is provided in the middle of the waterway, and at the same time, the side surfaces are narrowed and the narrowing ratio is increased.
The configuration makes it difficult for dirt and the like to accumulate inside the positive displacement flowmeter 3, and at the same time, it becomes easy to fill the inside of the positive displacement flowmeter 3 with water even at a small flow rate.

また大流量の場合も、隆起した底面9により、容積式流
量計3の内部に土砂等がたまり難い構成にすると同時に
流路の絞り比をフレーム8の構造で任意に選ぶことによ
り1台の容積式流量計を使用して広範囲の流量測定と精
度向上を期することができる。
Furthermore, even in the case of a large flow rate, the raised bottom surface 9 makes it difficult for dirt to accumulate inside the positive displacement flow meter 3, and at the same time, by arbitrarily selecting the restriction ratio of the flow path with the structure of the frame 8, the volume of one unit can be reduced. Using a type flow meter, it is possible to measure a wide range of flow rates and improve accuracy.

なお第4図の実施例では、水路1にフレーム8を設ける
構成として説明したが、フレーム8に相当する部分は水
路1と同時に例えばコンクリート等で製作しても良く、
またフレーム8.仕切板7.容積式流量計3は各々別々
に製作し設置時に組合せる構造としても良い。
In the embodiment shown in FIG. 4, the frame 8 is provided in the water channel 1, but the part corresponding to the frame 8 may be made of concrete or the like at the same time as the water channel 1.
Also frame 8. Partition plate 7. The positive displacement flowmeters 3 may be manufactured separately and combined at the time of installation.

容積式流量計としては、電磁流量計、カルマン渦流量計
、超音波流量計等上記目的の範囲内で各種のものを使用
できることはいうまでもない。
It goes without saying that various types of positive displacement flowmeters can be used within the scope of the above purpose, such as electromagnetic flowmeters, Karman vortex flowmeters, and ultrasonic flowmeters.

以上本考案の構成について説明したが、その効果をまと
めれば次の様になる。
The configuration of the present invention has been described above, and its effects can be summarized as follows.

(1)小流量から大流量までの測定が可能である。(1) Measurement is possible from small flow rates to large flow rates.

水路の絞り部の絞り比の変更、容積式流量計のサイズの
変更が容易である上に容積式流量計例えば電磁流量計等
のレンジアビリティの大きいことを利用して従来になく
測定流量範囲の大きい流量計が得られる。
It is easy to change the aperture ratio of the constriction part of the waterway and change the size of the positive displacement flowmeter, and by taking advantage of the large rangeability of positive displacement flowmeters such as electromagnetic flowmeters, it is possible to expand the measurement flow range more than ever before. A large flow meter is obtained.

(2)精度の高い流量測定が可能である。(2) Highly accurate flow rate measurement is possible.

本考案によれば、従来の如く複数個の流量計を使用しな
くても済むので低コストで精度の高い流量測定ができる
According to the present invention, it is not necessary to use a plurality of flowmeters as in the conventional method, so that highly accurate flow rate measurement can be performed at low cost.

(3)土砂の堆積に強い流量計である。(3) The flowmeter is resistant to sediment accumulation.

通常、水路には土砂が堆積しやすいが、本案によれば水
路の1部の絞り部の底面を隆起させであるので土砂の堆
積に強い流量計とすることができる。
Normally, sediment tends to accumulate in waterways, but according to the present invention, the bottom surface of the constricted part of the waterway is raised, making it possible to create a flowmeter that is resistant to sedimentation.

特に小流量計測のときにその威力を発揮する。(4)工
期の短縮が可能である。
It is particularly effective when measuring small flow rates. (4) It is possible to shorten the construction period.

あらかじめユニット化された上記流量計を開水路中ヘセ
ットすることができるので、この部分は通常の水路とし
て特別な工夫を要することなく水路建設ができる。
Since the above-mentioned flowmeter, which has been unitized in advance, can be set into an open channel, this part can be constructed as a normal waterway without requiring any special measures.

したがって工期の短縮が可能であると同時にユーザーの
仕様変更に容易に応じ得る利点がある。
Therefore, there is an advantage that the construction period can be shortened and at the same time, it is possible to easily respond to changes in the user's specifications.

以上の如く、本考案の開水路用流量計は従来の流量計に
はない種々の特長を有し開水路の流量測定の分野に利用
した場合の効果は極めて大きいものがある。
As described above, the open channel flowmeter of the present invention has various features not found in conventional flowmeters, and is extremely effective when used in the field of open channel flow rate measurement.

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

第1図は従来の開水路用流量計の基本構成図、第2図お
よび第3図は従来の開水路用流量計で小流量測定を行う
場合の構成図、第4図は本考案開水路用流量計の一実施
例を示す構成図である。 1・・・・・・水路、2,7・・・・・・仕切板、3・
・・・・・容積式流量計、4・・・・・・被測流体、5
・・・・・・流れの方向、6・・・・・・補助仕切板、
8・・・・・・フレーム、8a・・・・・・絞り部、8
b・・・・・・隆起部、9・・・・・・隆起した底面。
Figure 1 is a basic configuration diagram of a conventional open channel flowmeter, Figures 2 and 3 are configuration diagrams of a conventional open channel flowmeter used to measure small flow rates, and Figure 4 is an open channel flowmeter using the present invention. FIG. 2 is a configuration diagram showing an example of a flowmeter for use in the first embodiment. 1... Waterway, 2, 7... Partition plate, 3.
...Positive flow meter, 4... Fluid to be measured, 5
...Flow direction, 6...Auxiliary partition plate,
8...Frame, 8a...Aperture part, 8
b... Protruding portion, 9... Raised bottom surface.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 開水路の一部に容積式流量計を沈めて設置する形式の開
水路用流量計において、上記開水路の側面を絞り、かつ
その底面を隆起させた部分に上記水路を仕切る仕切り板
を設け、この仕切り机下部に形式された貫通孔に容積式
流量計を取付けたことを特徴とする開水路用流量計。
In a flowmeter for an open channel in which a positive displacement flowmeter is installed by submerging it in a part of the open channel, a partition plate is provided at a portion where the side surface of the open channel is narrowed and the bottom surface thereof is raised to partition the channel, This open channel flowmeter is characterized by having a positive displacement flowmeter attached to a through hole formed at the bottom of the partition.
JP6486278U 1978-05-15 1978-05-15 Open channel flow meter Expired JPS5819454Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6486278U JPS5819454Y2 (en) 1978-05-15 1978-05-15 Open channel flow meter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6486278U JPS5819454Y2 (en) 1978-05-15 1978-05-15 Open channel flow meter

Publications (2)

Publication Number Publication Date
JPS54166855U JPS54166855U (en) 1979-11-24
JPS5819454Y2 true JPS5819454Y2 (en) 1983-04-21

Family

ID=28969378

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6486278U Expired JPS5819454Y2 (en) 1978-05-15 1978-05-15 Open channel flow meter

Country Status (1)

Country Link
JP (1) JPS5819454Y2 (en)

Also Published As

Publication number Publication date
JPS54166855U (en) 1979-11-24

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