JP2006249701A - Water introducing device of water introducing port for measuring water level - Google Patents

Water introducing device of water introducing port for measuring water level Download PDF

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JP2006249701A
JP2006249701A JP2005064658A JP2005064658A JP2006249701A JP 2006249701 A JP2006249701 A JP 2006249701A JP 2005064658 A JP2005064658 A JP 2005064658A JP 2005064658 A JP2005064658 A JP 2005064658A JP 2006249701 A JP2006249701 A JP 2006249701A
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water
damper
water inlet
water level
box
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JP4485386B2 (en
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Hiroaki Noda
広明 野田
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Chugoku Electric Power Co Inc
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Chugoku Electric Power Co Inc
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Abstract

<P>PROBLEM TO BE SOLVED: To improve measuring accuracy of a level gauge, by easily and inexpensively performing maintenance work of a water introducing port, without making a worker descend up to the water introducing port. <P>SOLUTION: A rail member 6 is laid up to the vicinity of the water introducing port 5 communicating with a water level measuring tank 4, and a damper member B lifting by a hoisting means 14 is arranged along the rail member 6. When the damper member B is lowered, the damper member is arranged in a position oppositely closing to the water introducing port 5, and when the damper member is lifted, the damper member is formed so as to open the water introducing port 5. The damper member B is formed of a metallic plate-like member 10 for arranging a plurality of holes 10a for introducing water on a surface opposed to the water introducing port 5 and a shock absorbing member 11 attached to the plate-like member 10 and allowing only a flow of the water, and only the damper member is moved. The damper member B is stored and incorporated into a box 12 for arranging a hole 12a communicating with the holes 10a of the plate-like member 10, and is moved by the rail member. Only the box is also fixed to the vicinity of the water introducing port, and the damper member is moved along the rail member. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、水位観測用水位塔の計測機能維持および水位応動調整等をコスト安価に行える水位計測用導水口の導水装置に関する。   The present invention relates to a water guide device for a water level measurement inlet that can maintain the measurement function of a water level observation water level tower and adjust the water level response at low cost.

ダムや堰など川を堰き止めて水を蓄える施設(以下、「ダム」という)においては、ダム水の水位データは、ダムを運用管理する上で重要な基礎データとなる。計測された水位データは、流入量やダム放流量をはじめとするダムの重要な種々のデータを得るための基礎データとして用いられ、計算で得られた諸データを基にして種々のダム操作が実行される。そこで、係るダム操作が円滑に実行されるためには、例えば、水位塔内に配置された水位計で計測される水面の水位は、常に水位塔外部のダム水位と応答遅れが少ない状態で反映され、水位計によるダム水位の計測精度を維持することが要請される。   In facilities such as dams and weirs that dam rivers and store water (hereinafter referred to as “dams”), the water level data of dam water is important basic data for the operation and management of dams. The measured water level data is used as basic data for obtaining various important dam data such as inflow and dam discharge, and various dam operations can be performed based on various data obtained by calculation. Executed. Therefore, in order for such dam operation to be executed smoothly, for example, the water level on the water surface measured by a water level meter placed in the water level tower is always reflected in a state where there is little response delay with the dam water level outside the water level tower. Therefore, it is required to maintain the measurement accuracy of the dam water level by the water level gauge.

ところで、図15に示す従来装置においては、ダムの堰堤に付設される水位塔01は、フロート型の水位計02を設置する水位計測槽03を有し、同計測槽03の下部にダム上流側と連通してダムに貯水された水(ダム上流側の水)Wの出入りを可能にする導水口04が設けられる。この導水口04は、常時水深約6m近辺の水中で浸漬された状態にあり、水中に浮遊する土砂や塵芥物が導水口04に堆積するのを回避するために、鉄板05の四隅をアンカーボルト06で固定して、導水口04に蓋をしている。   By the way, in the conventional apparatus shown in FIG. 15, the water level tower 01 attached to the dam dam has a water level measuring tank 03 in which a float type water level gauge 02 is installed. A water inlet 04 is provided that allows the water W stored in the dam (water upstream of the dam) W to communicate with the water. This water inlet 04 is always immersed in water at a depth of about 6 m, and in order to avoid sediments and debris floating in the water from accumulating on the water inlet 04, the four corners of the iron plate 05 are anchor bolts. It is fixed at 06 and the water inlet 04 is covered.

上記鉄板05は、波浪に対する強度を有しており、土砂や塵芥物の侵入を阻止しつつ、水位計測槽03側へダム水を円滑に導水するため、複数の穴07が設けられている。これら穴07の大きさは、波浪による影響で、水位計測槽03の水位が激しく乱高下するのを抑制すると同時に、水中の土砂や塵芥物が水位計測槽03内に侵入するのを防止する形状に設定されている。   The iron plate 05 has strength against waves, and is provided with a plurality of holes 07 in order to smoothly guide dam water to the water level measuring tank 03 side while preventing intrusion of earth and sand and dust. The size of these holes 07 is such that the water level in the water level measurement tank 03 is prevented from drastically fluctuating due to the influence of waves, and at the same time, the underwater earth and sand and dust are prevented from entering the water level measurement tank 03. Is set.

水位計02は、ワイヤー09によって水位計本体010に接続され、水位計02の位置がワイヤー09を通して水位計本体010で計測可能になっている。   The water level gauge 02 is connected to the water level gauge main body 010 by a wire 09, and the position of the water level gauge 02 can be measured by the water level gauge main body 010 through the wire 09.

このように構成された従来装置において、ダム上流側の水Wは、鉄板05の穴07を介して水位計測槽03に連通しているので、同計測槽03内へダム上流側のダム水Wが導水され、ダム水Wと同じ水位となる。これにより、水位計02は、水位計測槽03の水位を計測し、ダム水位の計測精度を維持するようにしている。   In the conventional apparatus configured as described above, the water W on the upstream side of the dam communicates with the water level measuring tank 03 through the hole 07 of the iron plate 05, and therefore, the dam water W on the upstream side of the dam into the measuring tank 03. The water level is the same as that of the dam water W. Thereby, the water level meter 02 measures the water level of the water level measuring tank 03 and maintains the measurement accuracy of the dam water level.

なお、上記従来装置では、水位計測槽03へ塵芥を侵入させないために、鉄板05を固定したが、この代わりに、特許文献1(特開平11−172662号公報)、特許文献2(特開2000−8350号公報)、および特許文献3(特開2002−363950号公報)などの技術を用いることも考えられる。すなわち、これら特許文献に記載の技術は、いずれも、取水口の流路に所謂スクリーンを設置し、取水中に混在するゴミ、流木、クラゲなどの塵芥を補足して除去し、発電能力の低下を来さないようにするものである。しかしながら、これらスクリーンは、目が粗いため、土砂の侵入を抑制するのが困難であるだけでなく、波浪の影響を水位計02に与え易いので、転用することができないものである。   In the above-described conventional apparatus, the iron plate 05 is fixed in order to prevent dust from entering the water level measuring tank 03, but instead, Patent Document 1 (Japanese Patent Laid-Open No. 11-172661) and Patent Document 2 (Japanese Patent Laid-Open No. 2000). -8350) and Patent Document 3 (Japanese Patent Laid-Open No. 2002-363950) may be used. That is, all of the technologies described in these patent documents install a so-called screen in the flow path of the intake port to supplement and remove dust, driftwood, jellyfish and other debris mixed in the intake water, thereby reducing the power generation capacity. It is intended not to come. However, since these screens are coarse, it is difficult not only to suppress the intrusion of earth and sand, but also because the influence of waves is likely to be given to the water level gauge 02, it cannot be diverted.

また、上記従来装置では、水位塔01に設備された水位計測槽03で水位計測を行うものであるが、特許文献4(特開2000−88628号公報)には、ダムの堰堤にダム水を流出入させるように形成した容器をダム水中に浸漬し、これにより水位を計測するようにした技術が開示されている。ところが、特許文献4の容器は、その内部に、水中ポンプ、排水口、水位上昇スイッチなどを内蔵する複雑な構造であり、気候条件等に左右され易く、維持管理コストが高く、到底採用し難いものである。
特開平11−172662号公報 特開2000−8350号公報 特開2002−363950号公報 特開2000−88628号公報
In the above conventional apparatus, the water level is measured in the water level measuring tank 03 installed in the water level tower 01. However, in Patent Document 4 (Japanese Patent Laid-Open No. 2000-88628), dam water is supplied to the dam dam. There is disclosed a technique in which a container formed to flow in and out is immersed in dam water and thereby the water level is measured. However, the container of Patent Document 4 has a complicated structure in which a submersible pump, a drain outlet, a water level raising switch, and the like are incorporated, and is easily affected by climatic conditions, has a high maintenance cost, and is difficult to adopt. Is.
Japanese Patent Laid-Open No. 11-172661 JP 2000-8350 A JP 2002-363950 A JP 2000-88628 A

しかしながら、上記従来技術にあっては、水位計測槽03は、鉄板05に設けられた穴07を介して直接に連通した状態にあるため、波浪による影響を受けて、計測水位が乱高下し易くなり、また、導水口04に土砂や塵芥物等が流入して沈殿したり付着したりする。水位計測槽03の導水口04が目詰まりを起こすと、水位計測槽03内の水位が、ダム水位の変化に応答できなくなり、ダム操作に支障を来す恐れがある。このように、保守工事が必要となった場合には、潜水作業による保守工事、あるいは、ダム水を抜水して鉄板05を露呈させ、アンカーボルト06を抜いて鉄板05を取り外して土砂などの除去を行うという保守工事を行っていた。例えば、潜水作業による保守工事の場合には、一旦、作業停電を実施した状態で、鉄板05を取り外して導水口04回りの土砂や塵芥物等の除去工事を行っていた。このため、潜水作業や減電を行わなければならないため、それだけコストが嵩張る問題があった。   However, in the above prior art, the water level measuring tank 03 is in a state of being directly communicated through the hole 07 provided in the iron plate 05, so that the measured water level is likely to fluctuate due to the influence of waves. Moreover, earth and sand, dust, etc. flow into the water inlet 04 and precipitate or adhere. If the water inlet 04 of the water level measuring tank 03 is clogged, the water level in the water level measuring tank 03 cannot respond to the change of the dam water level, and there is a possibility that the dam operation may be hindered. Thus, when maintenance work is required, maintenance work by diving work or dam water is drained to expose the iron plate 05, the anchor bolt 06 is pulled out, the iron plate 05 is removed, and earth and sand are removed. Maintenance work to remove. For example, in the case of maintenance work by diving work, once the work blackout has been carried out, the iron plate 05 is removed and the earth and sand around the water inlet 04 and the removal work of dust and the like are carried out. For this reason, since diving work and power reduction must be performed, there is a problem that the cost is increased accordingly.

また、ダム水の抜水による保守工事の場合には、導水口04を露呈させた状態で保守工事を実施するため、保守工事を行う回数を多くするのが困難となる。その結果、水位計測精度の低下を生じやすくなってしまう問題があった。   Further, in the case of maintenance work by draining dam water, the maintenance work is performed with the water inlet 04 exposed, so it is difficult to increase the number of times of maintenance work. As a result, there is a problem that the water level measurement accuracy is likely to be lowered.

本発明は、上記に鑑みて工夫されたものであり、作業者がその都度、導水口まで下りていくことなく、遠隔操作により導水口の保守工事を簡単に、コスト安価に実施できるようにし、水位計の計測精度を向上させるようにした保守点検コストの安価な水位計測用導水口の導水装置を提供することを目的とするものである。   The present invention has been devised in view of the above, so that the worker can easily perform maintenance work on the water inlet by remote control without going down to the water inlet each time, An object of the present invention is to provide a water guide device for a water level measurement inlet that is improved in the measurement accuracy of a water level meter and is low in maintenance and inspection costs.

本発明は、上記課題を解決するために、次のような手段を講ずることとした。すなわち、請求項1記載の発明は、水位計測用導水口の導水装置であって、水位計測槽に通じる導水口近傍までレール部材を敷設し、前記レール部材に沿って巻き上げ手段により昇降するダンパー部材を設け、同ダンパー部材が下降されたときには、前記導水口に対面して閉じる位置に設置され、上昇されたときには、前記導水口が開放されるように形成するとともに、前記ダンパー部材は、前記導水口に対面する面に、水を導水させる複数の穴が設けられた金属製の板状部材と、前記板状部材に添設され、水の流通のみを許容する緩衝部材とで形成されたことを特徴とする。   In order to solve the above problems, the present invention takes the following measures. That is, the invention according to claim 1 is a water guide device for a water level measurement water inlet, wherein a damper member lays up to the vicinity of the water inlet leading to the water level measuring tank and is moved up and down along the rail member by a winding means. When the damper member is lowered, the damper member is installed at a position facing the water inlet and closed.When the damper member is raised, the water inlet is opened, and the damper member is Formed with a metal plate-like member provided with a plurality of holes for introducing water on the surface facing the water inlet, and a buffer member attached to the plate-like member and allowing only water flow It is characterized by.

したがって、請求項1記載の発明によれば、巻き上げ手段によりレール部材に案内されて水位計測用の導水口近傍まで下降されたダンパー部材が、導水口に対面して閉じる位置に設置される。ダム水や河川水(以下、「ダム水」という)側と水位計測槽とは、板状部材の複数の穴と緩衝部材とを介して連通しているので、ダム水は板状部材の穴から緩衝部材を透過して導水口を経由して水位計測槽側に流出入する。金属製の板状部材であるので、剛性が高く、上記複数の穴も波浪の影響を最小限に食い止める程度の大きさに設定されている。したがって、ダム水に波浪が生じた場合には、その波浪は、板状部材に設けた複数の穴と、緩衝部材の存在により遮断されるようになっているので、水位計測槽内への影響を最小限に抑えることができる。   Therefore, according to the first aspect of the present invention, the damper member guided to the rail member by the winding means and lowered to the vicinity of the water inlet for measuring the water level is installed at a position where the damper member closes facing the water inlet. The dam water or river water (hereinafter referred to as “dam water”) side and the water level measurement tank communicate with each other through a plurality of holes in the plate member and the buffer member. The water passes through the buffer member and flows into and out of the water level measuring tank through the water inlet. Since it is a metal plate-like member, it has high rigidity, and the plurality of holes are also set to a size that can minimize the effects of waves. Therefore, when waves are generated in the dam water, the waves are blocked by the presence of the plurality of holes provided in the plate-like member and the buffer member. Can be minimized.

また、板状部材の穴の存在により、土砂や流木などの塵芥物の侵入を食い止めることができる。他方、板状部材には緩衝部材が添設されているので、土砂などが導水口へ流入するのが抑制される。その結果、本発明の水位計測用導水口の導水装置によれば、ダンパー部材への土砂や塵芥物の付着や、導水口内へ侵入する土砂や塵芥物の堆積などによるダンパー部材の目詰まりを抑制して、水位計測槽に設けた水位計による応答遅れによる計測精度の悪化を回避できる。   Further, the presence of the hole in the plate-like member can prevent the intrusion of debris such as earth and sand and driftwood. On the other hand, since the buffer member is attached to the plate-like member, it is possible to prevent earth and sand from flowing into the water inlet. As a result, according to the water inlet device for water level measurement of the present invention, the clogging of the damper member due to adhesion of earth and sand or dust to the damper member or accumulation of earth and sand or dust entering the water inlet is suppressed. Thus, it is possible to avoid a deterioration in measurement accuracy due to a response delay caused by a water level gauge provided in the water level measurement tank.

また、水位計の応動が顕著に早まり、あるいは遅くなってきた場合には、ダンパー部材の保守点検作業を行う必要が生じるが、その場合には、ダム水中に浸漬されたダンパー部材を巻き上げ手段により巻き上げて引き上げるだけで、陸上でダンパー部材から土砂やゴミといった塵芥物を取り除いて保守点検を容易に行えるようになる。   In addition, when the response of the water level gauge is remarkably accelerated or delayed, it is necessary to perform maintenance and inspection work on the damper member. In this case, the damper member immersed in the dam water is taken up by the hoisting means. By simply rolling up and pulling up, it will be possible to remove dirt and other debris such as dirt and dust from the damper member on land, making maintenance and inspection easier.

なお、この際なされる保守点検作業としては、上記の他に、緩衝部材の水透過性能を調整して変更したり、板状部材の穴の大きさを適宜のものに置換変更するなどして、水位計の応答状態に応じて、水位変動に対する応答を早めたり、遅くしたり調整することが可能となり、計測精度向上に向けた作業を効率的に行えるものである。   In addition to the above, the maintenance and inspection work performed at this time may be adjusted by changing the water permeation performance of the buffer member or by changing the hole size of the plate-like member to an appropriate one. According to the response state of the water level gauge, the response to the fluctuation of the water level can be advanced, delayed or adjusted, and the work for improving the measurement accuracy can be performed efficiently.

さらに、導水口に土砂などが溜まっている場合には、ダンパー部材を引き上げて導水口を全開放するだけで、導水口に溜まった土砂などを水位計測槽側の水が導水口から流出することで強制的に洗い流すことができる。その結果、潜水作業でなく陸上からの巻き上げ手段による遠隔操作により、導水口周辺の保守清掃が自動的に行えるようになる。   In addition, when there is sediment in the water inlet, the water on the water level measurement tank will flow out from the water inlet just by pulling up the damper member and fully opening the water inlet. Can be washed away with force. As a result, maintenance and cleaning around the water inlet can be automatically performed not by diving work but by remote operation by means of hoisting from the land.

また、ダンパー部材は、レール部材によって昇降させるだけで、ダンパー部材を導水口に確実に導水口を塞ぐようにセットしたり、引き上げたりすることが可能となる。そして、従来行っていたようなアンカーボルトによる締結作業を不要化でき、それだけ保守点検の効率化を図れるようになる。   In addition, the damper member can be set or pulled up so as to reliably close the water inlet by simply moving the damper member up and down by the rail member. In addition, it is possible to eliminate the need for fastening work using anchor bolts, which has been conventionally performed, and to increase the efficiency of maintenance and inspection.

また、請求項2記載の発明は、請求項1記載の水位計測用導水口の導水装置に係り、前記ダンパー部材の前記緩衝部材は、一対の前記板状部材で挟んで一体のサンドイッチ構造に形成されたことを特徴とする。この請求項2記載の発明によれば、ダンパー部材の緩衝部材を、一対の板状部材で両側から挟んだサンドイッチ構造に形成しているので、緩衝部材が波浪により変形するのを防止できる。その結果、緩衝部材による土砂などが導水口側へ流入するのを効果的に阻止でき、耐久性にすぐれたダンパー部材を実現できるようになる。また、板状部材を緩衝部材の両側に配置したことで、各板状部材に設けた複数の穴が増加することとなり、土砂や塵芥物の侵入防止効果を一層向上できる。   Further, the invention according to claim 2 relates to the water guide device for the water level measurement water inlet according to claim 1, wherein the buffer member of the damper member is formed in an integral sandwich structure sandwiched between a pair of plate members. It is characterized by that. According to the second aspect of the present invention, since the buffer member of the damper member is formed in a sandwich structure sandwiched from both sides by a pair of plate-like members, the buffer member can be prevented from being deformed by waves. As a result, it is possible to effectively prevent the earth and sand from the buffer member from flowing into the water inlet side, and it is possible to realize a damper member having excellent durability. In addition, since the plate-like members are arranged on both sides of the buffer member, a plurality of holes provided in each plate-like member is increased, and the effect of preventing intrusion of earth and sand and dust can be further improved.

また、請求項3記載の発明は、請求項1または2記載の水位計測用導水口の導水装置に係り、前記ダンパー部材は、前記板状部材の穴に連通する穴を形成した金属製のボックスに抜き差し自在に収納して一体化したダンパー手段に形成されたことを特徴とする。   The invention described in claim 3 relates to the water guide device for a water level measurement inlet according to claim 1 or 2, wherein the damper member is a metal box in which a hole communicating with the hole of the plate-like member is formed. It is characterized in that it is formed in a damper means that is housed in a removable manner and integrated.

この請求項3記載の発明によれば、板状部材と緩衝部材とでなるダンパー部材を、金属製のボックスに出し入れ自在に収納してユニット化したダンパー手段として構成したので、ダンパー部材はボックスで保護されるので、耐久性を向上できる。また、保守点検時には、ユニット化されたボックス一体のダンパー手段をレール部材に沿って上方へ引き上げてから、陸上でダンパー部材をボックスから引き出して目詰まりを取り除く清掃を行ったり、別の部品と交換したりすることができ、保守点検を容易に行えるようになる。   According to the third aspect of the present invention, since the damper member made up of the plate-like member and the buffer member is configured as a damper means that is housed in a metal box so as to be freely put in and out, the damper member is a box. Since it is protected, durability can be improved. Also, during maintenance inspection, the unitized box-integrated damper means is lifted upward along the rail member, and then the damper member is pulled out of the box on land to perform cleaning to remove clogging, or replace with another part. Maintenance and inspection can be performed easily.

また、請求項4記載の発明は、請求項1または2記載の水位計測用導水口の導水装置に係り、前記ダンパー部材を収納する金属製のボックスは、前記レール部材下部の前記導水口に対面する位置で導水口を塞ぐように固定されるともに、前記ボックスに、前記ダンパー部材が前記ボックスに収納されたときに、前記板状部材の穴に連通する穴が形成されたことを特徴とする。   According to a fourth aspect of the present invention, there is provided the water level measurement water inlet apparatus according to the first or second aspect, wherein the metal box that houses the damper member faces the water inlet at the lower part of the rail member. The box is fixed so as to close the water inlet, and the box is formed with a hole communicating with the hole of the plate-like member when the damper member is stored in the box. .

この請求項4によれば、導水口に対面する位置に固定した金属製ボックスに、巻き上げ手段で降ろされてきた板状部材と緩衝部材とでなるダンパー部材を差し込んで収納したり、巻き上げたりするようになっている。このため、ダンパー部材だけをボックスから抜き差し可能となるので、ダンパー部材の保守点検作業の容易化が図れるようになる。   According to the fourth aspect of the invention, the damper member composed of the plate-like member and the buffer member, which has been lowered by the winding means, is inserted into the metal box fixed at the position facing the water inlet, and is stored or rolled up. It is like that. For this reason, since only the damper member can be inserted and removed from the box, maintenance and inspection work of the damper member can be facilitated.

また、請求項5記載の発明は、請求項1〜4のいずれか一項に記載の水位計測用導水口の導水装置に係り、前記板状部材に設けた穴は、前記ボックスに設けた穴の位置をずらすように設けられたことを特徴とする。   In addition, the invention according to claim 5 relates to the water guide device of the water level measurement water inlet according to any one of claims 1 to 4, wherein the hole provided in the plate-like member is a hole provided in the box. It is characterized by being provided so as to shift the position of.

この請求項5記載の発明によれば、板状部材に設けた穴が、ボックスに設けた穴の位置をずらすように設けているので、板状部材側の穴と、ボックス側の穴とを流通するダム水の流動量を任意に調整できようになる。その結果、台風時のように波浪が大きいときでも、波の影響を低減でき、また、導水口内外を流通する水量の微調整も簡単に行え、水位計測の測定精度を安定した状態に維持することが可能となる。   According to the fifth aspect of the present invention, since the hole provided in the plate-like member is provided so as to shift the position of the hole provided in the box, the hole on the plate-like member side and the hole on the box side are provided. It will be possible to arbitrarily adjust the amount of dam water flowing. As a result, even when the waves are large, such as during a typhoon, the effects of waves can be reduced, and the amount of water flowing inside and outside the water inlet can be easily adjusted, maintaining the measurement accuracy of the water level measurement in a stable state. It becomes possible.

また、請求項6記載の発明は、水位計測用導水口の導水装置であって、水位計測槽に通じる導水口近傍まで敷設されたレール部材、および、前記レール部材に沿って昇降可能に設けられ、前記導水口に対面する位置に下降したときに、導水口を閉じるように設置されるダンパー手段を具備するとともに、前記ダンパー手段は、前記導水口を塞ぐ面に水を導水させる複数の穴を設けたボックスと、前記ボックスに抜き差し自在に収納され、前記穴に対応する位置に水を導水させる複数の穴を形成した一対の金属板、および前記一対の金属板間に設けられ、波浪を緩衝して水の流通のみを許容する緩衝部材により形成されるダンパー部材とで構成されたことを特徴とする。   The invention according to claim 6 is a water guide device for a water level measurement water inlet, and is provided so as to be movable up and down along the rail member laid to the vicinity of the water inlet leading to the water level measuring tank. The damper means is disposed so as to close the water inlet when it is lowered to a position facing the water inlet, and the damper means has a plurality of holes for introducing water to the surface closing the water inlet. Provided between the provided box, a pair of metal plates that are removably accommodated in the box, and formed with a plurality of holes for introducing water at positions corresponding to the holes, and between the pair of metal plates, buffering waves And a damper member formed by a buffer member that allows only water flow.

この請求項6記載の発明によれば、レール部材に沿って昇降自在に設けられたダンパー手段が、導水口を塞ぐように設けられたときには、ダム水に波浪が生じても、その波浪は、ボックスおよび、または金属板に設けた複数の穴と、緩衝部材の存在により遮断され、水位計測槽内への影響を最小限に抑えることができる。また、ボックスおよび、または金属板の穴の存在により、土砂や流木などの塵芥物の侵入を食い止めることができる。さらに、金属板には緩衝部材が添設されているので、土砂などが導水口へ流入するのを効果的に抑制できるようになる。その結果、ダンパー手段への土砂や塵芥物の付着や、導水口内へ侵入する土砂や塵芥物の堆積などによるダンパー手段の目詰まりを抑制して、水位計測槽に設けた水位計による応答遅れによる計測精度の悪化を回避できる。   According to the sixth aspect of the present invention, when the damper means provided so as to be movable up and down along the rail member is provided so as to block the water inlet, even if a wave is generated in the dam water, the wave is A plurality of holes provided in the box and / or the metal plate are blocked by the presence of the buffer member, and the influence on the water level measuring tank can be minimized. In addition, the presence of the box and / or the hole in the metal plate can prevent the intrusion of debris such as earth and sand and driftwood. Furthermore, since the buffer member is attached to the metal plate, it is possible to effectively prevent the earth and sand from flowing into the water inlet. As a result, clogging of the damper means due to adhesion of earth and sand and dust to the damper means and accumulation of earth and sand and dust entering the water inlet is suppressed, and due to a response delay by the water level meter installed in the water level measuring tank Deterioration of measurement accuracy can be avoided.

また、ダンパー手段を、例えば、巻き上げ手段を使用して引き上げることで、陸上でボックスから、金属板や緩衝部材を取り出して、土砂やゴミなどの塵芥物を取り除いて保守点検を容易に行える。緩衝部材の水透過性能を調整して変更したり、金属板の穴の大きさを適宜のものに置換変更するなどして、水位計の応答状態に応じて、水位変動に対する応答を早めたり、遅くしたり調整することもでき、計測精度向上に向けた作業を効率的に行える。   Further, for example, by pulling up the damper means by using a winding means, a metal plate or a buffer member is taken out from the box on the land, and dusts such as earth and sand and dust can be removed for easy maintenance and inspection. Change the water permeation performance of the buffer member, change the size of the hole in the metal plate with an appropriate one, etc., and speed up the response to water level fluctuations according to the response level of the water level gauge, It can also be slowed down and adjusted, enabling efficient work to improve measurement accuracy.

さらに、ダンパー手段を引き上げるだけで、導水口に溜まった土砂などを強制的に洗い出すことができ、潜水作業でなく陸上からの巻き上げ手段による遠隔操作により、導水口周辺の保守清掃が自動的に行えるようになる。   In addition, it is possible to forcibly wash out the sediment accumulated at the water inlet just by pulling up the damper means, and maintenance and cleaning around the water inlet can be performed automatically by remote operation using the hoisting means from the land instead of diving work. It becomes like this.

また、ダンパー手段は、レール部材によって昇降させるだけで、ダンパー手段を導水口にセットしたり、引き上げたりできるので、従来行っていたようなアンカーボルトによる締結作業を不要化でき、保守点検の効率化を図れるようになる。   In addition, the damper means can be set and pulled up at the water inlet just by raising and lowering with the rail member, so that it is not necessary to perform the fastening work with anchor bolts, which has been done conventionally, and the efficiency of maintenance inspection Can be planned.

また、請求項7記載の発明は、水位計測用導水口の導水装置であって、水位計測槽に通じる導水口近傍まで敷設されたレール部材、前記レール部材下部の前記導水口を塞ぐ位置に対面するように固定され、前記導水口に対面する面に水を導水させる複数の穴を設けたボックス、および、前記レール部材に沿って昇降可能に形成され、下降位置に到達したときに、前記ボックスに収納されるダンパー部材を具備するとともに、前記ダンパー部材は、前記ボックスの穴に対応する位置に水を導水させる複数の穴を形成した一対の金属板と、前記一対の金属板間に設けられ、波浪を緩衝して水の流通のみを許容するように形成した緩衝部材とで構成されたことを特徴とする。   The invention according to claim 7 is a water guide device for a water level measurement water inlet, facing a rail member laid to the vicinity of the water inlet leading to the water level measuring tank, and a position closing the water inlet at the lower part of the rail member. And a box provided with a plurality of holes for guiding water to the surface facing the water inlet, and formed so as to be movable up and down along the rail member, and when reaching the lowered position, the box The damper member is provided between the pair of metal plates and a pair of metal plates formed with a plurality of holes for introducing water to positions corresponding to the holes of the box. And a buffer member formed so as to buffer waves and allow only water to flow.

この請求項7記載の発明が、請求項6記載の発明と相違する点は、請求項6の発明では、金属板と緩衝部材とで成るダンパー部材は、ボックスと一体の状態でレール部材を昇降する構成にしたが、請求項7記載の発明においては、金属板と緩衝部材とをユニット化したダンパー部材とボックスとを別体に形成し、ボックスだけを予め導水口に固定して設け、ダンパー部材をレール部材に沿って昇降させる構成にした点にある。   The invention according to claim 7 is different from the invention according to claim 6 in that in the invention of claim 6, the damper member made up of the metal plate and the buffer member moves up and down the rail member in a state integrated with the box. In the invention according to claim 7, the damper member and the box, each of which is a unit of the metal plate and the buffer member, are formed separately, and only the box is fixed in advance to the water inlet, and the damper is provided. It is in the point which made it the structure which raises / lowers a member along a rail member.

したがって、請求項7記載の発明も、ボックスを導水口に固定する点を除いては、ダンパー部材をレール部材に沿って昇降できるようにしているので、上記したように、請求項6記載の発明とほぼ同様の作用を有する。   Therefore, the invention according to claim 7 also allows the damper member to be moved up and down along the rail member except that the box is fixed to the water inlet, and as described above, the invention according to claim 6 Has almost the same effect.

本発明によれば、アンカーボルトの取り外しを不要化したので、ダム水中を潜水して作業を行う必要はなく、ダム抜水に関係なく導水口の状況管理を行え、保守点検作業をコスト安価に行え、導水口内へ侵入する土砂や塵芥物の堆積などによる目詰まりや、ダム水の波浪による影響を最小限に抑え、また、土砂などが導水口へ流入するのを抑制し、水位計測槽に設けた水位計による応答遅れによる計測精度の悪化を回避でき、さらに水位計の応答状態に応じて、水位変動に対する応答を調整することもでき、計測精度向上に向けた作業を効率的に実施できる。   According to the present invention, since it is not necessary to remove the anchor bolt, it is not necessary to submerge in the dam water, and the status of the water inlet can be managed regardless of dam drainage, and maintenance and inspection work can be performed at low cost. It is possible to minimize clogging caused by sediment and dirt that accumulates in the water inlet and the effects of dam water waves, and to prevent sediment from flowing into the water inlet. It is possible to avoid the deterioration of measurement accuracy due to response delay by the installed water level gauge, and also to adjust the response to fluctuations in the water level according to the response level of the water level gauge, so that work for improving measurement accuracy can be carried out efficiently. .

以下、本発明を実施するための最良の形態を、図面に示す各実施例に基づいて詳述する。
[第1実施例]
図1〜図9に示すように、ダムの堰堤1に付設した水位塔2の水位観測室3下方に、コンクリート製の水位計測槽4が設けられる。水位計測槽4は、縦方向に細長い形状の空間を有し、その下部に、例えば、四角形状のオープニングを形成する導水口5(図5参照)が、例えば、ダム水W側の水深6m付近の位置で開口するように設けられ、ダム水W側と水位計測槽4とが連通してダム水Wを導水できるようになっている。図9に示すように、水位計測槽4に導水された水に、例えば、フロート型の水位計7が浮遊される。水位計7は、電源線や信号線などで成る複合ケーブル8を介して水位観測室3内に設けた水位計本体9に接続され、例えば、水位計7で検出されたデータ信号を、水位計本体9に記録させ、これを基にダム操作に必要な諸管理データが演算処理されるようになっている。
Hereinafter, the best mode for carrying out the present invention will be described in detail based on each embodiment shown in the drawings.
[First embodiment]
As shown in FIGS. 1 to 9, a concrete water level measuring tank 4 is provided below the water level observation chamber 3 of the water level tower 2 attached to the dam 1 of the dam. The water level measuring tank 4 has a space that is elongated in the vertical direction, and a water inlet 5 (see FIG. 5) that forms, for example, a rectangular opening is formed in the lower portion thereof, for example, near a water depth of 6 m on the dam water W side. The dam water W side and the water level measuring tank 4 communicate with each other so that the dam water W can be introduced. As shown in FIG. 9, for example, a float-type water level gauge 7 is suspended in the water guided to the water level measuring tank 4. The water level gauge 7 is connected to a water level gauge main body 9 provided in the water level observation chamber 3 via a composite cable 8 composed of a power line, a signal line, etc. For example, a data signal detected by the water level gauge 7 The management data is recorded in the main body 9, and various management data necessary for the dam operation are calculated based on this.

また、水位塔2の堰堤1の外壁面には、導水口5近傍にまで延びるレール部材6がほぼ垂直に敷設され、後述するダンパー部材を案内して昇降搬送するようになっている。すなわち、レール部材6は、断面コ字形状を有する一対のステンレス、あるいは鉄製のレール6aで形成され、その上端は後述するダンパー部材を含むダンパー手段A(図7(c)参照)をレール部材6にはめ込み易くする末広がり状の受け入れ部6b(図1参照)が形成される。レール部材6の下端は、導水口5の下部縁まで延びている。なお、レール部材6は、コ字型断面でなくてもよく、実質的にダンパー手段Aをレール部材から逸脱しないように案内しながら安全確実に搬送できる断面形状(例えば、I型)、あるいは案内搬送できる機能を備えたものならどのような形態のものでもよい。   A rail member 6 extending almost to the vicinity of the water inlet 5 is laid almost vertically on the outer wall surface of the dam 1 of the water level tower 2, and guides a damper member, which will be described later, so as to move up and down. That is, the rail member 6 is formed by a pair of stainless steel or iron rails 6a having a U-shaped cross section, and the upper end of the rail member 6 includes a damper means A (see FIG. 7C) including a damper member described later. A diverging receiving portion 6b (see FIG. 1) that is easy to fit is formed. The lower end of the rail member 6 extends to the lower edge of the water inlet 5. The rail member 6 does not have to have a U-shaped cross section, and a cross-sectional shape (for example, I-type) that can be safely and reliably conveyed while guiding the damper means A so as not to deviate from the rail member. Any form may be used as long as it has a function capable of carrying.

図5に示すように、導水口5の下縁には、その下縁に沿って、レール6aの下端間を結合するストッパ板6gが設けられる。このストッパ板6gは、後述するダンパー手段Aがストッパ板6gに係合することで、レール6aの最下端に到達する位置を規定するものである。ダンパー手段Aが最下端に到達してストッパ板6gに着座した姿勢になると、ダンパー手段Aは導水口5を塞ぐように対面する。なお、ストッパ板6gに、合成樹脂製の緩衝ゴムや金属製のスプリングなどのショック緩和手段を適宜設けると良い。   As shown in FIG. 5, a stopper plate 6 g that connects the lower ends of the rails 6 a is provided along the lower edge of the lower edge of the water inlet 5. The stopper plate 6g defines a position where the damper means A described later engages with the stopper plate 6g to reach the lowest end of the rail 6a. When the damper means A reaches the lowermost end and sits on the stopper plate 6g, the damper means A faces to close the water inlet 5. The stopper plate 6g may be appropriately provided with shock relaxation means such as a synthetic resin buffer rubber or a metal spring.

また、導水口5の縦縁には、レール6aが配置されるが、このとき、レール6aの外側に沿って溶着されたブラケット6eが、アンカーボルト6cの締結により水位塔2の堰堤1の壁面に固定される。これにより、レール部材6の下端近傍は、ブラケット6cを介在して導水口5の縦縁に固定配置される。   A rail 6a is disposed at the vertical edge of the water inlet 5. At this time, a bracket 6e welded along the outside of the rail 6a is attached to the wall surface of the dam 1 of the water level tower 2 by fastening the anchor bolt 6c. Fixed to. As a result, the vicinity of the lower end of the rail member 6 is fixedly disposed on the vertical edge of the water inlet 5 with the bracket 6c interposed.

また、導水口5から上方に存するレール部材6は、一対のレール6a間に平板状の横板6dが掛け渡されて溶着される(図3参照)。この横板6dは上下方向に梯子状に所定間隔毎に配置され、各横板6dを水位塔2の壁面に密着するように締結ボルト6fにより固定する。こうして、レール部材6は、水位塔2の外壁面に強固に敷設されることとなる。   Moreover, the rail member 6 existing above the water inlet 5 is welded by spanning a flat plate 6d between a pair of rails 6a (see FIG. 3). The horizontal plates 6d are arranged at predetermined intervals in a ladder shape in the vertical direction, and are fixed by fastening bolts 6f so that the horizontal plates 6d are in close contact with the wall surface of the water level tower 2. Thus, the rail member 6 is firmly laid on the outer wall surface of the water level tower 2.

次に、ダンパー手段Aを説明する。ダンパー手段aは、レール部材6に案内されて昇降するとともに、導水口5を開閉する開閉手段であり、図8に示すように、例えば、鉄製の板状部材(以下、「鉄板」という)10と、緩衝部材11とで構成されるダンパー部材Bと、ボックス12とで構成される。   Next, the damper means A will be described. The damper means a is an opening / closing means for opening and closing the water inlet 5 while being guided by the rail member 6, and as shown in FIG. 8, for example, an iron plate-like member (hereinafter referred to as “iron plate”) 10. And a damper member B composed of the buffer member 11 and a box 12.

ボックス12は、ダンパー部材Bを収納するフレームとしての機能を備え、上記レール部材6のコ字型溝にはめ込まれて案内されながら上下に移動可能に形成される。ボックス12の素材は、例えば、防錆を考慮してステンレス材などの耐腐食性の金属素材で形成される。その基本形態は、内部は空洞で、外観が直方体状(そのうち上方の一面は、収納口となっている)の形状を有する。そして、導水口5に対面する面(表裏両面)にのみ、水を通して導水可能な複数個の穴(本実施例では、9個)12aが形成されている。   The box 12 has a function as a frame for accommodating the damper member B, and is formed to be vertically movable while being guided by being inserted into the U-shaped groove of the rail member 6. The material of the box 12 is formed of, for example, a corrosion-resistant metal material such as stainless steel in consideration of rust prevention. The basic form is hollow inside and has a rectangular parallelepiped appearance (the upper surface is a storage port). A plurality of holes (nine in this embodiment) 12a capable of conducting water through water are formed only on the surfaces (both front and back surfaces) facing the water inlet 5.

また、上記鉄板10は、所定の機械的強度を有し、上記ボックス12の表裏両面の内側に収納されるように、ほぼ四角形状の形状に形成される。その導水口5に対面する面には、上記ボックス12の穴12aに対応させた位置に、穴12aとほぼ同じ大きさの穴10aが9個形成される。これにより、ボックス12側の穴12aと、鉄板10側の穴10aとが連通する。なお、穴10aおよび穴12aの大きさは、波浪の影響を最小限に抑制できるような形状に設定される。   Further, the iron plate 10 has a predetermined mechanical strength and is formed in a substantially quadrangular shape so as to be housed inside the front and back surfaces of the box 12. On the surface facing the water inlet 5, nine holes 10a having the same size as the holes 12a are formed at positions corresponding to the holes 12a of the box 12. Thereby, the hole 12a by the side of the box 12 and the hole 10a by the side of the iron plate 10 are connected. The size of the hole 10a and the hole 12a is set to a shape that can suppress the influence of waves to a minimum.

緩衝部材11は、鉄板10とほぼ同一の平面形状を有し、その両面を一対の鉄板10でサンドイッチ状に挟まれるようにして使用されるものである。この緩衝部材11は、所定の厚みを備え、その材質要素は、通水性、つまり透過性を備え、例えば、石綿、ステンレス材などのような耐腐食性を有する繊維状の金属を綿状に固めたもの、スポンジ材、多孔質のセメント材、石材、チップ状の竹炭、木炭、活性炭などの炭材、竹材、麻、やしの実などを解繊した木質系繊維、合繊繊維、不織布など、あるいはこれら要素を混合圧縮して成型された態様のものが用いられる。緩衝部材11の両面が、鉄板10で挟持されることで、緩衝部材11の型くずれを防止しえ耐久性を向上するようにしている。また、透過する水の流通量や水の汚濁の程度などに応じて、上記各要素の充填量を変化させて調整できるようになっている。   The buffer member 11 has substantially the same planar shape as the iron plate 10 and is used so that both surfaces thereof are sandwiched between a pair of iron plates 10. The buffer member 11 has a predetermined thickness, and its material element has water permeability, that is, permeability, and, for example, a fibrous metal having corrosion resistance such as asbestos and stainless steel is consolidated into a cotton shape. Wood fiber, synthetic fiber, non-woven fabric, etc. that have been defibrated, such as wood, sponge material, porous cement material, stone material, chip-like bamboo charcoal, charcoal, charcoal, activated carbon, etc. Or the thing of the aspect shape | molded by mixing and compressing these elements is used. Since both surfaces of the buffer member 11 are sandwiched between the iron plates 10, the mold deformation of the buffer member 11 can be prevented and the durability can be improved. In addition, the filling amount of each element can be changed and adjusted in accordance with the amount of water to be transmitted and the degree of water contamination.

図8に示されるように、ボックス12上方の開口面には、ボックス12本体と同様に、例えば、ステンレス材のような耐食性の金属製素材で形成した蓋13が、ボルト13bを締結することによりボックス12に取り付けられる。鉄板10と緩衝部材11を収納した後、蓋13をボルト13bで締結すると、図6、図7(a)、(b)に示すように、ボックス12に鉄板10とダンパー部材Bは、遊びの無い状態で収納され、ダンパー手段Aが構成されることとなる。
こうして構成されたダンパー手段Aは、図7(c)に示すように、緩衝部材11が存在することにより、鉄板10の穴10aおよびボックス12の穴12aが導水口5と直接に連通するのを遮断する。これにより、波浪は緩衝部材11で緩衝することができる。また、緩衝部材11により水のみは流動させるが、泥、砂などの土砂や塵芥物は補足して導水口5へ流入するのを防止する。
As shown in FIG. 8, a lid 13 made of a corrosion-resistant metal material such as stainless steel is fastened to the opening surface above the box 12 by fastening a bolt 13b, as in the case of the box 12 body. Attached to the box 12. When the lid 13 is fastened with the bolt 13b after the iron plate 10 and the buffer member 11 are housed, the iron plate 10 and the damper member B are placed on the box 12 as shown in FIGS. 6, 7A, and 7B. The damper means A is configured in a state where it is not present.
As shown in FIG. 7 (c), the damper means A configured in this way allows the hole 10 a of the iron plate 10 and the hole 12 a of the box 12 to communicate directly with the water inlet 5 by the presence of the buffer member 11. Cut off. Thereby, the waves can be buffered by the buffer member 11. Moreover, although only water is made to flow by the buffer member 11, dirt and dust such as mud and sand are supplemented and prevented from flowing into the water inlet 5.

ところで、蓋13の上面には、ワイヤー結合部13aが設けられ、水位観測室3に設置した手巻き型の巻き上げ手段(手動ウィンチ)14に巻装したワイヤー15に連結される。なお、ウィンチ14は、電動駆動型のものであってもよい。ダンパー手段Aは、巻き上げ手段14により、レール部材6に沿って上下に昇降搬送することができる。すなわち、ダンパー手段Aがレール部材6の最下方位置にあるときには、ストッパ板6gで自動的に位置決めされ、導水口5の開口部に対面する(図3,図6参照)。この状態からダンパー手段Aを手動ウィンチ14で巻き上げると、図5に示すように導水口5は全開放される。   By the way, a wire coupling portion 13 a is provided on the upper surface of the lid 13, and is connected to a wire 15 wound around a hand-winding type winding means (manual winch) 14 installed in the water level observation chamber 3. The winch 14 may be an electric drive type. The damper means A can be moved up and down along the rail member 6 by the winding means 14. That is, when the damper means A is at the lowermost position of the rail member 6, it is automatically positioned by the stopper plate 6g and faces the opening of the water inlet 5 (see FIGS. 3 and 6). When the damper means A is wound up by the manual winch 14 from this state, the water inlet 5 is fully opened as shown in FIG.

第1実施例の使用態様を説明する。上記ユニット化されたダンパー手段Aを、レール部材6のコ字型の溝に嵌め込んで、ワイヤー15で吊して手動ウィンチ14に連結する。手動ウィンチ15によりダンパー手段Aをレール部材6に沿って下に下ろしていく。この作業は、ダム水を抜かない状態、抜いた状態のいずれの状態でも自由に行える。ダンパー手段Aは、自重でレール部材6のコ字型溝内に沿ってその最下端に到達し、ストッパ板6gに着座する。ダンパー手段Aは開口状態にある導水口5を閉じるように蓋をする位置に配置される(図3,図6参照)。逆に、手動ウィンチ15でダンパー手段Aを巻き上げると、ダンパー手段Aは引き上げられ、導水口5は、図5に示すように全開放されてオープン状態となり、導水口5に堆積した土砂などが、水位計測槽4内に貯留された水の水圧により外部へ排出して清掃することが可能となる。他方、巻き上げられたダンパー手段Aは陸上でその保守点検が可能となる。   A usage mode of the first embodiment will be described. The unitized damper means A is fitted into a U-shaped groove of the rail member 6, suspended by a wire 15 and connected to the manual winch 14. The damper means A is lowered along the rail member 6 by the manual winch 15. This operation can be freely performed in either a state where the dam water is not drained or a state where the dam water is drained. The damper means A reaches its lowest end along the U-shaped groove of the rail member 6 by its own weight, and sits on the stopper plate 6g. The damper means A is disposed at a position to cover the water inlet 5 in the open state (see FIGS. 3 and 6). On the contrary, when the damper means A is wound up by the manual winch 15, the damper means A is pulled up, and the water inlet 5 is fully opened and opened as shown in FIG. It becomes possible to discharge to the outside by the water pressure of the water stored in the water level measuring tank 4 and clean it. On the other hand, the rolled up damper means A can be maintained on the land.

第1実施例の作用を説明する。すなわち、図6,図9に示すように、ダンパー手段Aが導水口5を塞ぐ位置に下ろされた場合には、ダンパー手段Aは導水口5の全面を覆うように対面した状態で何ら人為操作を要することなくセットされる。このため、従来のようにアンカーボルトでダンパー手段Aを締結する作業を要することなく、セットできるようになる。   The operation of the first embodiment will be described. That is, as shown in FIG. 6 and FIG. 9, when the damper means A is lowered to a position where it closes the water inlet 5, the damper means A is operated in a state of facing so as to cover the entire surface of the water inlet 5. It is set without requiring. For this reason, it becomes possible to set without requiring the work of fastening the damper means A with an anchor bolt as in the prior art.

セットされた状態では、ダンパー手段Aはレール部材6のコ字型断面のレール溝に嵌り込んでいるので、波浪による外力を受けてもほとんどガタのない状態で導水口5を塞ぐようにして蓋をする状態を維持する。このため、ダム水W側と導水口5側とは、ボックス12の穴12a、ダンパー部材Bの穴10aおよび緩衝部材11を介して連通する。これにより水位計測槽4内の水位は、ダム水Wの水位と同じになる。また、ダンパー手段Aの存在により、波浪を緩衝することができ、同時に、水位計測槽4へ土砂などが流入するのを緩衝部材11の存在により防止できる。したがって、水位計7の応答遅れなどを阻止し、水位計7による計測精度を向上でき、円滑なダム操作を実行することが可能となる。   In the set state, the damper means A is fitted in the rail groove of the U-shaped cross section of the rail member 6, so the lid 5 is closed so as to close the water inlet 5 with almost no play even if it receives external force due to waves. Maintain the state to do. For this reason, the dam water W side and the water inlet 5 side communicate with each other via the hole 12 a of the box 12, the hole 10 a of the damper member B, and the buffer member 11. Thereby, the water level in the water level measuring tank 4 becomes the same as the water level of the dam water W. Further, the presence of the damper means A can buffer the waves, and at the same time, the presence of the buffer member 11 can prevent earth and sand from flowing into the water level measuring tank 4. Therefore, response delay of the water level gauge 7 can be prevented, the measurement accuracy by the water level gauge 7 can be improved, and smooth dam operation can be executed.

他方、導水口5周りを保守点検する場合には、手動ウィンチ14でダンパー手段Aをひきあげて、図5のように導水口5をオープン状態にする。すると、導水口内に溜まっていた土砂や塵芥物などは水位計測槽4側から流出する水流によって外部へ強制的に洗い流され、自動的に清掃することができる。   On the other hand, when the maintenance inspection around the water inlet 5 is performed, the damper means A is pulled up by the manual winch 14 and the water inlet 5 is opened as shown in FIG. Then, earth and sand, dust, etc. accumulated in the water inlet are forcibly washed out to the outside by the water flowing out from the water level measuring tank 4 and can be automatically cleaned.

また、巻き上げられたダンパー手段Aは、陸上でボックス12本体へ付着した土砂やゴミなどを取り除くことができ、また、水位計7の応答状態に見合った緩衝部材11の追加や調整変更、ボックス12や鉄板10の穴12a,10aの大きさを適宜変えたものに取り替え変更などが可能となる。保守点検作業を終了した後は、再びダンパー手段Aに組み込んで手動ウィンチ14によりレール部材6に沿って導水口5まで下ろしてセットすることで、水位の計測が再開可能となる。   Further, the damper means A that has been wound up can remove dirt, dust, and the like adhering to the box 12 body on land, and the addition and adjustment of the buffer member 11 corresponding to the response state of the water level gauge 7 can be performed. In addition, it is possible to change the holes 12a and 10a of the iron plate 10 to those appropriately changed in size. After the maintenance / inspection work is completed, the water level measurement can be resumed by incorporating it into the damper means A again and setting it down to the water inlet 5 along the rail member 6 by the manual winch 14.

[第2実施例]
第2実施例を、図10〜図12に基づいて説明する。すなわち、第1実施例では、ボックス12をレール部材6に沿ってスライドさせる構成であったが、この第2実施例では底部を有するボックス20を導水口5に対面する位置で水位塔の壁面に固定し、ダンパー部材B1のみをレール部材6にスライドさせ、ボックス20に収納自在となる構造にしている。具体的に説明すると、図10に示すように、ボックス20は、実質的には第1実施例のボックス12と同一の構造を備えるもので、導水口に対面する側の表裏一対の面を形成する板部21は、レール6aに溶着してボックス形状に形成される。板部21には、上記第1実施例と同様に複数個の水を通す複数個(例えば9個)の穴21aが設けられる。レール6aの外側は、ブラケット6eが溶着され、アンカーボルト6cにより固着される。こうして、ボックス20は、レール部材6と一体的に水位塔2の外壁に固定され、後述するダンパー部材B1を滑らかにボックス20に差し込んだり抜き出したりできる構造となる。
[Second Embodiment]
A second embodiment will be described with reference to FIGS. That is, in the first embodiment, the box 12 is slid along the rail member 6, but in the second embodiment, the box 20 having the bottom is placed on the wall of the water level tower at a position facing the water inlet 5. The structure is such that only the damper member B1 is slid onto the rail member 6 and can be stored in the box 20. More specifically, as shown in FIG. 10, the box 20 has substantially the same structure as the box 12 of the first embodiment, and forms a pair of front and back surfaces facing the water inlet. The plate part 21 to be welded to the rail 6a is formed in a box shape. The plate portion 21 is provided with a plurality of (for example, nine) holes 21a for allowing a plurality of water to pass therethrough as in the first embodiment. A bracket 6e is welded to the outside of the rail 6a and is fixed by an anchor bolt 6c. Thus, the box 20 is fixed to the outer wall of the water level tower 2 integrally with the rail member 6, and a damper member B <b> 1 described later can be smoothly inserted into and extracted from the box 20.

一方、上記ボックス20に差し抜き自在となるダンパー部材B1は、図11,図12に示されるように、第1実施例の鉄板10と緩衝部材11と同様の構造を備えた鉄板22と緩衝部材23とを有し、かつ、鉄板22には、複数個の穴22aが形成される。この穴22aはボックス20に設けた穴21aと対応するように設けられている。緩衝部材23は2枚の鉄板22によりサンドイッチ状に挟まれてユニット体24が形成される。このユニット体24の外周に、フレーム部材24が嵌め込まれる。   On the other hand, as shown in FIGS. 11 and 12, the damper member B1 that can be inserted into and removed from the box 20 includes an iron plate 22 and a buffer member having the same structure as the iron plate 10 and the buffer member 11 of the first embodiment. 23, and the iron plate 22 is formed with a plurality of holes 22a. The hole 22 a is provided so as to correspond to the hole 21 a provided in the box 20. The buffer member 23 is sandwiched between two iron plates 22 to form a unit body 24. The frame member 24 is fitted on the outer periphery of the unit body 24.

フレーム部材25は、全体として額縁形状を有し、ユニット体24の底部に嵌合するコ字断面の底辺部25aと、同底辺部25aにヒンジ25bを介して回動可能に設けられ、ユニット体24の側縁部に嵌合するコ字断面の側辺部25cと、ユニット体24の上部に蓋をするように嵌合されるコ字断面の上辺部25dとでなる。上辺部25dには、ワイヤー結合部25eと、両端に上方に折り曲げられた折り曲げ辺部25fが形成される。折り曲げ辺部25fには、側辺部25cの上端に設けたボルト締結穴25c1に合致するボルト締結穴25f1が設けられる。   The frame member 25 has a frame shape as a whole, and is provided with a bottom side portion 25a having a U-shaped cross section that fits into the bottom portion of the unit body 24, and is provided rotatably on the bottom side portion 25a via a hinge 25b. The side portion 25c of the U-shaped cross section fitted to the side edge portion of 24 and the upper side portion 25d of the U-shaped cross section fitted so as to cover the upper portion of the unit body 24 are formed. The upper side portion 25d is formed with a wire coupling portion 25e and bent side portions 25f that are bent upward at both ends. The bent side portion 25f is provided with a bolt fastening hole 25f1 that matches the bolt fastening hole 25c1 provided at the upper end of the side portion 25c.

ダンパー部材B1を組み立てるには、ユニット体24の外周に上記フレーム部材25を嵌め込み、ボルト締結穴25c1と25f1とを合致させ、図示しないボルトにより締結する。これにより、図11に示すように、ダンパー部材B1がユニット化して組み立てられる。   To assemble the damper member B1, the frame member 25 is fitted on the outer periphery of the unit body 24, the bolt fastening holes 25c1 and 25f1 are matched, and fastened with a bolt (not shown). Thereby, as shown in FIG. 11, the damper member B1 is assembled as a unit.

上記第2実施例によれば、ユニット化されたダンパー部材B1のワイヤー結合部25eにワイヤー8(図1参照)を通して結合し、図10に示すレール部材6に嵌め込む。これにより、ダンパー部材B1をワイヤー8で吊り下げて手動ウィンチ14により下方にスライド移動させる。ダンパー部材B1がボックス20に収納されると、レール部材6の最下方位置に到達して導水口5(図5参照)が塞がれる。このとき、ボックス20の穴21aは、ダンパー部材B1の穴22aとほぼ一致して連通状態となる。導水口5の保守点検を行う場合には、手動ウィンチ14でダンパー部材B1だけをボックス20から抜き出して引き上げる。これにより、ダンパー部材B1からフレーム部材25を外して分解し、鉄板22や緩衝部材23のメンテナンスが行えるとともに、導水口5から溜まった土砂や塵芥物を強制的に外部へ排出することができ、さらに、アンカーボルト6cを保守点検のたびに取り外す作業を不要化でき、スムーズに保守点検が実施できるようになる。   According to the said 2nd Example, it couple | bonds with the wire coupling | bond part 25e of the damper member B1 unitized through the wire 8 (refer FIG. 1), and it fits in the rail member 6 shown in FIG. Thus, the damper member B1 is suspended by the wire 8 and is slid downward by the manual winch 14. When the damper member B1 is housed in the box 20, it reaches the lowermost position of the rail member 6 and the water inlet 5 (see FIG. 5) is closed. At this time, the hole 21a of the box 20 is substantially in communication with the hole 22a of the damper member B1 and is in a communicating state. When performing maintenance and inspection of the water inlet 5, only the damper member B <b> 1 is extracted from the box 20 by the manual winch 14 and pulled up. Thereby, the frame member 25 is removed from the damper member B1 and disassembled, and maintenance of the iron plate 22 and the buffer member 23 can be performed, and earth and sand collected from the water inlet 5 can be forcibly discharged to the outside. Further, it is possible to eliminate the work of removing the anchor bolt 6c at every maintenance inspection, and the maintenance inspection can be carried out smoothly.

なお、上記第2実施例では、ボックス20はレール部材6に一体に取り付けたが、この代わりに、図13に示すように、別体に取り付けた変形例にしても良い。すなわち、ボックス30は、ダンパー部材B1の穴22aに対応するように穴30aを備え、その両側にブラケット31を溶着して取り付け、そこにアンカーボルト32により導水口5周囲の外壁(堰堤)1に締結して固定する。ボックス30上方の開口部には、レール部材6の下端と不連続となるが、レール部材6とボックス30との間をダンパー部材B1が逸脱することなく円滑に移動できる程度の隙間が存する。したがって、この変形例によっても、上記第2実施例とほぼ同様の作用効果を有する。   In the second embodiment, the box 20 is integrally attached to the rail member 6, but instead, as shown in FIG. That is, the box 30 is provided with holes 30a so as to correspond to the holes 22a of the damper member B1, the brackets 31 are welded and attached to both sides thereof, and anchor bolts 32 are attached to the outer wall (weir) 1 around the water inlet 5 there. Fasten and secure. The opening above the box 30 is discontinuous with the lower end of the rail member 6, but there is a gap that allows the damper member B1 to move smoothly between the rail member 6 and the box 30 without deviating. Therefore, this modification also has substantially the same effect as the second embodiment.

以上、本発明の施の形態を図面により詳述してきたが、具体的な構成はこの実施の形態に限られるものでなく、本発明の要旨を逸脱しない範囲の設計変更等があっても本発明の範囲に含まれるものである。   The embodiment of the present invention has been described in detail with reference to the drawings. However, the specific configuration is not limited to this embodiment, and even if there is a design change or the like without departing from the gist of the present invention. It is included in the scope of the invention.

例えば、上記第1実施例、第2実施例およびその変形例におけるボックスに設けた穴12a,21a、30aは、鉄板に設けた穴10a,22aとほぼ同じ穴径で、かつ、上下方向で両穴が合致するように連通する構造にしたが、この代わりに、図14(a)、(b)に示すように、互いの穴の位置をずらすように配置した構造にしても良い。すなわち、ボックス側に設けられる穴H1と、鉄板10,22側に設けられる穴H2との穴径をほぼ同じ内径とする。ボックス側の穴H1の上下位置はそのままとし、内部に配置される鉄板10、22側の穴H2だけを上下方向に位置をオフセット配置するように形成したものである。また、図14(c)のように、鉄板側の穴H2の内径をボックス側の穴H1のそれよりも小さく形成した態様でも可能である。係る変形例により、水位計の応答状態に応じて水位変動に対する応答特性を微調整することができる。   For example, the holes 12a, 21a, 30a provided in the box in the first embodiment, the second embodiment, and the modifications thereof are substantially the same diameter as the holes 10a, 22a provided in the iron plate, and both in the vertical direction. Although the structure is such that the holes are in communication with each other, instead of this, as shown in FIGS. 14A and 14B, a structure may be adopted in which the positions of the holes are shifted. That is, the hole diameters of the hole H1 provided on the box side and the hole H2 provided on the iron plates 10 and 22 side are set to substantially the same inner diameter. The vertical position of the hole H1 on the box side is left as it is, and only the hole H2 on the iron plate 10 and 22 side disposed inside is formed so as to be offset in the vertical direction. Further, as shown in FIG. 14C, an embodiment in which the inner diameter of the hole H2 on the iron plate side is made smaller than that of the hole H1 on the box side is also possible. With such a modification, the response characteristics with respect to fluctuations in the water level can be finely adjusted according to the response state of the water level gauge.

また、上記各実施例および各変形例においては、ダンパー部材B,B1には必ず二枚の鉄板を使用して緩衝部材11、23の両側から挟むようにしたが、鉄板は一枚使用し、これを緩衝部材11,23のいずれかの側の面に設けるようにする態様にしても良いのは言うまでもない。   Moreover, in each said Example and each modification, although it was made to pinch | interpose from both sides of the buffer members 11 and 23 by using two iron plates for damper members B and B1, one iron plate is used, It goes without saying that this may be provided on the surface on either side of the buffer members 11 and 23.

また、上記第1実施例においては、ダンパー部材Bを収納するためのボックス12を設けた構造について説明したが、図11,図12に示す態様のダンパー部材B1を用いれば、ボックス12を不要化してもよいものである。これによれば、ボックスを省略でき、部品点数を少なくできる。   In the first embodiment, the structure in which the box 12 for housing the damper member B is provided has been described. However, if the damper member B1 having the mode shown in FIGS. It may be. According to this, a box can be omitted and the number of parts can be reduced.

また、緩衝部材11の両面に鉄板12を設ける場合に、各鉄板12に設けられる穴12aの大きさ、個数、配置は、互いに異なる態様にしてもよい。これにより、計測精度の調整を行うことが可能となる。   Moreover, when providing the iron plate 12 on both surfaces of the buffer member 11, the magnitude | size, the number, and arrangement | positioning of the hole 12a provided in each iron plate 12 may be made into a mutually different aspect. This makes it possible to adjust measurement accuracy.

本発明の水位計測用導水口の導水装置は、ダム水管理を行う水位塔だけでなく、河川水の取水口における取水塔、河川へ内陸の排水を排出する排水塔、河川氾濫の治水管理を行う貯水池の水位塔、上下水道の貯水池の水位管理塔、あるいは原子力発電プラントでの冷却水取り入れ用の海水取水口にも設置して利用できるものである。   The water introduction device for the water level measurement water inlet of the present invention is not only a water level tower that performs dam water management, but also a water intake tower at the river water intake, a drain tower that discharges inland drainage into the river, and river flood control management. It can also be installed and used in a reservoir water level tower, a water level management tower in a water and sewage reservoir, or a seawater intake for cooling water intake in a nuclear power plant.

本発明の第1実施例における水位計測用導水口の導水装置が設置される概略構成を示す外観正面図である。BRIEF DESCRIPTION OF THE DRAWINGS It is an external appearance front view which shows the schematic structure in which the water guide apparatus of the water inlet for water level measurement in 1st Example of this invention is installed. 図1の外観側面図である。It is an external appearance side view of FIG. 図1のE部における拡大正面図である。It is an enlarged front view in the E section of FIG. (a)は、図3のF−F線における断面図、(b)は図3のG−G線における断面図である。(A) is sectional drawing in the FF line | wire of FIG. 3, (b) is sectional drawing in the GG line | wire of FIG. 第1実施例に係り、オープン状態の導水口を示す外観拡大斜視図である。It is an external appearance expansion perspective view which concerns on 1st Example and shows the water inlet in an open state. 図6と同様の図で、ダンパー手段が導水口を閉じた状態を説明する外観拡大斜視図である。It is a figure similar to FIG. 6, and is an external appearance expansion perspective view explaining the state which the damper means closed the water inlet. (a)は、ダンパー手段の正面図、(b)は、(a)の平面図、(c)は、ダンパー部材の縦断面図である。(A) is a front view of a damper means, (b) is a plan view of (a), and (c) is a longitudinal sectional view of a damper member. ダンパー手段の構成を、組み立て分解して示した外観斜視図である。It is the external appearance perspective view which assembled and disassembled and showed the structure of the damper means. 第1実施例を断面図で模式的に示して、その作用を説明する作用説明図である。It is an action explanatory view showing the 1st example typically with a sectional view and explaining the action. 第2実施例におけるレール部材下端の外観斜視図である。It is an external appearance perspective view of the rail member lower end in 2nd Example. 第2実施例におけるダンパー部材の外観斜視図である。It is an external appearance perspective view of the damper member in 2nd Example. 第2実施例の上記ダンパー部材の構成を組み立て分解して説明する外観斜視図である。It is an external appearance perspective view which assembles and decomposes | disassembles and demonstrates the structure of the said damper member of 2nd Example. 第2実施例の変形例を示す図10と同様の外観斜視図である。It is an external appearance perspective view similar to FIG. 10 which shows the modification of 2nd Example. ボックスとダンパー部材との組み立て構成における変形例の縦断面図である。It is a longitudinal cross-sectional view of the modification in the assembly structure of a box and a damper member. 従来装置の概要構成を示す断面図である。It is sectional drawing which shows schematic structure of the conventional apparatus.

符号の説明Explanation of symbols

1 堰堤
2 水位塔
3 水位観測室
4 水位計測槽
5 導水口
6 レール部材
6a レール
6c アンカーボルト
6e ブラケット
6f 締結ボルト
6g ストッパ板
7 水位計
8 ワイヤー
10 鉄板(板状部材)
10a 穴
11 緩衝部材
12 ボックス
12a 穴
13 蓋
13a ワイヤー結合部
13b ボルト
20 ボックス
21 板部
21a 穴
22 鉄板(板状部材)
22a 穴
23 緩衝部材
24 ユニット体
25 フレーム部材
25a 底辺部
25b ヒンジ
25c 側辺部
25d 上辺部
30 ボックス
30a 穴
31 ブラケット
32 アンカーボルト
A ダンパー手段
B,B1 ダンパー部材
H1、H2 穴
W ダム水
DESCRIPTION OF SYMBOLS 1 Barrage 2 Water level tower 3 Water level observation room 4 Water level measurement tank 5 Water inlet 6 Rail member 6a Rail 6c Anchor bolt 6e Bracket 6f Fastening bolt 6g Stopper plate 7 Water level gauge 8 Wire 10 Iron plate (plate-like member)
10a hole 11 buffer member 12 box 12a hole 13 lid 13a wire coupling part 13b bolt 20 box 21 plate part 21a hole 22 iron plate (plate-like member)
22a hole 23 buffer member 24 unit body 25 frame member 25a bottom side part 25b hinge 25c side side part 25d upper side part 30 box 30a hole 31 bracket 32 anchor bolt A damper means B, B1 damper member H1, H2 hole W dam water

Claims (7)

水位計測槽に通じる導水口近傍までレール部材を敷設し、前記レール部材に沿って巻き上げ手段により昇降するダンパー部材を設け、同ダンパー部材が下降されたときには、前記導水口に対面して閉じる位置に設置され、上昇されたときには、前記導水口が開放されるように形成するとともに、前記ダンパー部材は、前記導水口に対面する面に、水を導水させる複数の穴を設けた金属製の板状部材と、前記板状部材に添設され、水の流通のみを許容する緩衝部材とで形成されたことを特徴とする水位計測用導水口の導水装置。   A rail member is laid to the vicinity of the water inlet that leads to the water level measuring tank, and a damper member that moves up and down by the winding means is provided along the rail member, and when the damper member is lowered, the rail member is closed to face the water inlet. When installed and raised, the water inlet is formed so as to be opened, and the damper member is a metal plate having a plurality of holes for introducing water on the surface facing the water inlet. A water guide device for a water level measurement inlet, comprising: a member; and a buffer member attached to the plate-like member and allowing only water flow. 前記ダンパー部材の前記緩衝部材は、一対の前記板状部材で挟んで一体のサンドイッチ構造に形成されたことを特徴とする請求項1記載の水位計測用導水口の導水装置。   The water guide device for a water level measurement inlet according to claim 1, wherein the buffer member of the damper member is formed in an integral sandwich structure sandwiched between a pair of the plate members. 前記ダンパー部材は、前記板状部材の穴に連通する穴を形成した金属製のボックスに抜き差し自在に収納して一体化したダンパー手段に形成されたことを特徴とする請求項1または2記載の水位計測用導水口の導水装置。   3. The damper member according to claim 1, wherein the damper member is formed in a damper unit that is detachably housed and integrated in a metal box having a hole communicating with the hole of the plate-like member. Water guide device for water level measurement. 前記ダンパー部材を収納する金属製のボックスは、前記レール部材下部の前記導水口に対面する位置で導水口を塞ぐように固定されるともに、前記ボックスに、前記ダンパー部材が前記ボックスに収納されたときに、前記板状部材の穴に連通する穴が形成されたことを特徴とする請求項1または2記載の水位計測用導水口の導水装置。   The metal box that houses the damper member is fixed so as to close the water inlet at a position facing the water inlet at the bottom of the rail member, and the damper member is housed in the box. 3. A water guide device for a water level measurement inlet according to claim 1, wherein a hole communicating with the hole of the plate-like member is formed. 前記板状部材に設けた穴は、前記ボックスに設けた穴の位置をずらすように設けられたことを特徴とする請求項1〜4のいずれか一項に記載の水位計測用導水口の導水装置。   5. The water guide for a water level measurement inlet according to claim 1, wherein the hole provided in the plate-like member is provided so as to shift a position of the hole provided in the box. apparatus. 水位計測槽に通じる導水口近傍まで敷設されたレール部材、および、前記レール部材に沿って昇降可能に設けられ、前記導水口に対面する位置に下降したときに、導水口を閉じるように設置されるダンパー手段を具備するとともに、前記ダンパー手段は、前記導水口を塞ぐ面に水を導水させる複数の穴を設けたボックスと、前記ボックスに抜き差し自在に収納され、前記穴に対応する位置に水を導水させる複数の穴を形成した一対の金属板、および前記一対の金属板間に設けられ、波浪を緩衝して水の流通のみを許容する緩衝部材により形成されるダンパー部材とで構成されたことを特徴とする水位計測用導水口の導水装置。   A rail member laid to the vicinity of the water inlet that leads to the water level measuring tank, and provided so as to be movable up and down along the rail member, and installed so as to close the water inlet when lowered to a position facing the water inlet. The damper means includes a box provided with a plurality of holes for guiding water on a surface that closes the water inlet, and is detachably accommodated in the box, and is placed in a position corresponding to the hole. A pair of metal plates formed with a plurality of holes for guiding water, and a damper member provided between the pair of metal plates and formed by a buffer member that buffers waves and allows only water to flow. A water guiding device for a water level measurement water inlet, characterized by that. 水位計測槽に通じる導水口近傍まで敷設されたレール部材、前記レール部材下部の前記導水口を塞ぐ位置に対面するように固定され、前記導水口に対面する面に水を導水させる複数の穴を設けたボックス、および、前記レール部材に沿って昇降可能に形成され、下降位置に到達したときに、前記ボックスに収納されるダンパー部材を具備するとともに、前記ダンパー部材は、前記ボックスの穴に対応する位置に水を導水させる複数の穴を形成した一対の金属板と、前記一対の金属板間に設けられ、波浪を緩衝して水の流通のみを許容するように形成した緩衝部材とで構成されたことを特徴とする水位計測用導水口の導水装置。   A rail member laid to the vicinity of the water inlet that leads to the water level measuring tank, a plurality of holes that are fixed so as to face the position that closes the water inlet at the bottom of the rail member, and that guides water to the surface that faces the water inlet. A box provided and a damper member formed so as to be movable up and down along the rail member and housed in the box when reaching a lowered position, and the damper member corresponds to a hole of the box A pair of metal plates formed with a plurality of holes for conducting water at positions where the water flows, and a buffer member provided between the pair of metal plates so as to buffer waves and allow only water flow A water guiding device for a water level measuring water inlet, characterized in that
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015132483A (en) * 2014-01-09 2015-07-23 三菱日立パワーシステムズ株式会社 Water intake facility and method in nuclear power plant
CN112414515A (en) * 2020-09-27 2021-02-26 中建五局土木工程有限公司 Water level control method and system
JP7338341B2 (en) 2019-09-13 2023-09-05 中国電力株式会社 water level gauge
CN117723134A (en) * 2024-02-07 2024-03-19 陕西建一建设有限公司 High-precision measuring device for integrated river water level

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JPS60186003U (en) * 1984-05-21 1985-12-10 日本フエルト工業株式会社 Filtration material for civil engineering
JPH0931946A (en) * 1995-07-24 1997-02-04 Yoshiyuki Tajima Filter for discharge opening of erosion control dam
JP2004218376A (en) * 2003-01-17 2004-08-05 Shimizu Corp Water intake facility

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60186003U (en) * 1984-05-21 1985-12-10 日本フエルト工業株式会社 Filtration material for civil engineering
JPH0931946A (en) * 1995-07-24 1997-02-04 Yoshiyuki Tajima Filter for discharge opening of erosion control dam
JP2004218376A (en) * 2003-01-17 2004-08-05 Shimizu Corp Water intake facility

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015132483A (en) * 2014-01-09 2015-07-23 三菱日立パワーシステムズ株式会社 Water intake facility and method in nuclear power plant
JP7338341B2 (en) 2019-09-13 2023-09-05 中国電力株式会社 water level gauge
CN112414515A (en) * 2020-09-27 2021-02-26 中建五局土木工程有限公司 Water level control method and system
CN117723134A (en) * 2024-02-07 2024-03-19 陕西建一建设有限公司 High-precision measuring device for integrated river water level
CN117723134B (en) * 2024-02-07 2024-05-03 陕西建一建设有限公司 High-precision measuring device for integrated river water level

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