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JPH0375686B2 - - Google Patents
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JPH0375686B2 - - Google Patents

Info

Publication number
JPH0375686B2
JPH0375686B2 JP12166882A JP12166882A JPH0375686B2 JP H0375686 B2 JPH0375686 B2 JP H0375686B2 JP 12166882 A JP12166882 A JP 12166882A JP 12166882 A JP12166882 A JP 12166882A JP H0375686 B2 JPH0375686 B2 JP H0375686B2
Authority
JP
Japan
Prior art keywords
water
weir
pipe
communicates
lodging
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
JP12166882A
Other languages
Japanese (ja)
Other versions
JPS5915111A (en
Inventor
Kunikazu Aragata
Kazuo Terada
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.)
Hokoku Kogyo Co Ltd
Original Assignee
Hokoku Kogyo Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hokoku Kogyo Co Ltd filed Critical Hokoku Kogyo Co Ltd
Priority to JP12166882A priority Critical patent/JPS5915111A/en
Publication of JPS5915111A publication Critical patent/JPS5915111A/en
Publication of JPH0375686B2 publication Critical patent/JPH0375686B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/005Deformable barrages or barrages consisting of permanently deformable elements, e.g. inflatable, with flexible walls

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Barrages (AREA)

Description

【発明の詳細な説明】 本発明は、可撓性材質からなる全空気式の袋状
の堰を、空気の出入により、倒伏、起立させる堰
の起伏装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a weir levitation device that lowers and raises an all-pneumatic bag-shaped weir made of a flexible material by letting air in and out.

従来、この種の堰の起伏装置としては、バケツ
トタイプのものと、フロートタイプのものなどが
ある。しかし、バケツトタイプもフロートタイプ
も共に河川の水を操作室内に導水するため、フロ
ート室などの下部土木工事が必要であり、工事費
が嵩むという問題点があつた。また、起立時、バ
ケツト、フロートおよび起立制御装置を起立準備
にリセツトしなければならないという煩雑さがあ
つた。また、倒伏機構に機械的な作動があるた
め、錆等により倒伏しない危険があつた。
Conventionally, this type of levitation device for weirs includes a bucket type and a float type. However, since both the bucket type and the float type convey river water into the operation room, civil engineering work for the lower part of the float room, etc. is required, which raises the cost of construction. Further, when standing up, the bucket, float, and standing control device must be reset to stand-up preparation, which is complicated. In addition, since the lodging mechanism involved mechanical operation, there was a risk that the lodging would not fall due to rust, etc.

本発明は上記した問題点に鑑みてなされたもの
であり、操作室内に水位検知用の導水管を設置す
ることを不要として大幅な土木工事費の削減と、
堤防上においても堰を見ながら堰の倒伏を可能と
し、また、操作室内においても堰の倒伏を可能と
した操作の容易さと、さらには、起伏水位以下で
あれば空気を圧送すれば堰の起立がなされ、倒伏
機構および余剰空気圧のリセツトの不要、などが
図れる堰の起伏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 made in view of the above-mentioned problems, and eliminates the need to install a water pipe for water level detection in the operation room, resulting in a significant reduction in civil engineering costs.
The weir can be lowered while looking at the weir even on the embankment, and the weir can be lowered even in the operation room, making it easy to operate.Furthermore, if the weir is below the undulating water level, it can be raised by pumping air. It is an object of the present invention to provide a weir raising and lowering device that is capable of eliminating the need for a lowering mechanism and resetting surplus air pressure.

このため、本発明の堰の起伏装置の構成は、可
撓性材質からなる袋状の堰を河川に横断して設
け、該堰に、止めバルブを介して側岸に設けた送
風機に連設され、かつ、大気に連通せしめる操作
室内倒伏バルブを有する送気管を接続し、該堰の
側方に、上流側流水には欠口堰を介して、また、
下流側流水には2段式のサイフオン管を介して連
通する操作装置ピツトを設け、前記送気管に切換
バルブを介して連通した余剰空気排気管の端部
を、河床以下の高さ位置で水中に開口させ、該余
剰空気排気管の水面上方位置に連通する排気管は
河床付近まで垂下されて下端をU字状に曲げて再
び上方に延び前記操作装置ピツト内の水中に開口
し、この排気管の下端部と水面付近に位置する封
水管の下端部が連通され、該封水管の上部が上段
のサイフオンの頂部と連通され、該封水管から分
岐した連通管は下方に延びたあと再び上方に延び
操作装置ピツト内の水中に開口し、前記封水管の
上部は倒伏・起立水位検知管の中間部に連通さ
れ、該倒伏・起立水位検知管の中間部より一方は
上方に延び倒伏水位で反転して下方に延びて、前
記サイフオンの上流側の鉛直部分内の貯水位以下
の部分に開口し、該中間部より他方は下方に延び
て起立水位の高さにおいて反転して上方に延び、
手動倒伏バルブを介装して倒伏水位の高さにおい
て開口させたことを特徴とする。
For this reason, the configuration of the weir undulating device of the present invention is such that a bag-shaped weir made of a flexible material is installed across the river, and the weir is connected to a blower installed on the side bank via a stop valve. and an air supply pipe having an overturning valve in the operation chamber that communicates with the atmosphere is connected to the side of the weir, and the upstream flowing water is connected to the weir through a cut-out weir, and
An operating device pit is provided that communicates with the downstream flowing water via a two-stage siphon pipe, and the end of the surplus air exhaust pipe, which communicates with the air supply pipe via a switching valve, is placed underwater at a height below the river bed. The exhaust pipe, which communicates with the position above the water surface of the surplus air exhaust pipe, hangs down to the vicinity of the riverbed, bends its lower end into a U-shape, extends upward again, and opens into the water in the operating device pit. The lower end of the pipe and the lower end of the water sealing pipe located near the water surface are communicated, the upper part of the water sealing pipe is communicated with the top of the upper siphon, and the communication pipe branched from the water sealing pipe extends downward and then upward again. The upper part of the water sealing pipe is connected to the middle part of the falling/erecting water level detection pipe, and one side extends upward from the middle part of the falling/erecting water level detecting pipe. The siphon is inverted and extends downward, and opens to a portion below the water storage level in the upstream vertical portion of the siphon, and the other extends downward from the intermediate portion, and is inverted and extends upward at the height of the standing water level;
It is characterized in that a manual lodging valve is installed to open at the level of the lodging water level.

本発明は、上記の構成とすることによつて、送
風機で堰に空気を送り、止めバルブを操作して堰
を起立させることができる。堰の起立時には切換
バルブと手動倒伏バルブが開口され、上流水位が
倒伏水位と貯水位との間にあるときは倒伏・起立
水位検知管の前記中間部より他方には水が流入さ
れていないが、倒伏水位になると手動倒伏バルブ
から水が流入して外気と遮断され、サイフオンが
形成されて操作装置ピツト内の水が下流に排出さ
れ、内部が負圧となり堰内の空気が排気管の開口
から操作装置ピツト内に入り堰を倒伏することが
できる。
With the above configuration, the present invention can send air to the weir using a blower and operate the stop valve to raise the weir. When the weir is erected, the switching valve and manual lodging valve are opened, and when the upstream water level is between the lodging water level and the storage water level, no water is flowing from the intermediate part of the lodging/erecting water level detection pipe to the other. When the water level reaches the lodging level, water flows in from the manual lodging valve and is cut off from the outside air, forming a siphon, and the water in the operating device pit is discharged downstream, creating a negative pressure inside and the air inside the weir flowing through the opening of the exhaust pipe. It is possible to enter the operating device pit and lower the weir.

以下に、本発明の一実施例を図に基づいて説明
する。
An embodiment of the present invention will be described below based on the drawings.

第1図および第2図において、1は可撓性材質
からなる袋状の堰であり、2は側岸に設けた操作
小屋、3は法面4に取付けられた操作装置ピツト
である。5は操作小屋2内に設置された送風機
で、同じく操作小屋2内に配設された上めバルブ
6と操作室内倒伏バルブ7を有する送気管8を介
して堰1に空気を圧送するものである。9は送風
機5の駆動源である。操作装置ピツト3は上流側
流水Aとは欠口堰10を介して、また、下流側流
水Bとは2段式のサイフオン管11を介して連通
している。12は欠口堰10内に伸びて先端が開
口し、かつ切換バルブ13を有して送気管8に連
通する余剰空気排気管であり、14は余剰空気排
気管12を連通してその下方部位がU字状をなす
排気管である。この排気管14の下方部位の分岐
部14aは、余剰空気排気管12の開口端12a
よりも若干低く位置している。15はその下方部
位が排気管14の下部に連通し、その上方部位が
サイフオン管11に連通し且つ、その下方部位が
U字状をなす連通管16を有する封水管である。
また、17は倒伏・起立水位検知管であり、上端
部位が倒伏水位aで逆U字形状に下向きに反転し
て延び、その一端はサイフオン管11の上流側垂
直部内に上方から挿通して貯水位b以下で開口
し、他端は下方に延び、途中、貯水位bより上方
部位の中間部に封水管15の上部が連通してお
り、中間部からさらに下降しその下端部位は起立
水位cと同高さにされ、ここからU字形状に反転
して上方に延び、この先端は倒伏水位aに達して
手動倒伏バルブ18を装着している。また、2段
式のサイフオン管11の下段部11aの高さは貯
水位bより若干低く位置している。なお、切換バ
ルブ13、手動倒伏バルブ18は地上より操作可
能であり、また、排気管14の上方開口部14
b、連通管16の上方開口部16a、欠口堰10
の欠口部10aなどの高さ位置は作用上、所定位
置に設けられている。また、19は可床、20は
堰1を保持しているクランプ装置を示している。
In FIGS. 1 and 2, numeral 1 is a bag-shaped weir made of a flexible material, numeral 2 is an operating shed provided on the side bank, and numeral 3 is an operating device pit attached to a slope 4. Reference numeral 5 denotes an air blower installed in the operation shed 2, which forces air to be sent to the weir 1 via an air pipe 8 having an upper valve 6 and an operation room lodging valve 7 also arranged in the operation shed 2. be. 9 is a driving source for the blower 5. The operating device pit 3 communicates with the upstream flowing water A via a cut weir 10 and with the downstream flowing water B via a two-stage siphon pipe 11. Reference numeral 12 designates a surplus air exhaust pipe that extends into the weir 10, has an open tip, has a switching valve 13, and communicates with the air supply pipe 8; is a U-shaped exhaust pipe. The branch portion 14a at the lower part of the exhaust pipe 14 is the open end 12a of the surplus air exhaust pipe 12.
It is located slightly lower than the Reference numeral 15 is a water sealing pipe having a communication pipe 16 whose lower part communicates with the lower part of the exhaust pipe 14, whose upper part communicates with the siphon pipe 11, and which has a U-shape at its lower part.
Reference numeral 17 denotes a falling/erecting water level detection tube, the upper end of which extends downward in an inverted U-shape at the falling water level a, and one end of which is inserted from above into the upstream vertical portion of the siphon tube 11 to store water. The upper part of the water sealing pipe 15 is opened at water level b or below, and the other end extends downward. On the way, the upper part of the water sealing pipe 15 communicates with the middle part of the part above the water storage level b, and it further descends from the middle part, and the lower end part is at the standing water level c. From there, it is inverted into a U-shape and extends upward, and the tip reaches the lodging water level a, and a manual lodging valve 18 is attached thereto. Further, the height of the lower part 11a of the two-stage siphon tube 11 is located slightly lower than the water storage level b. Note that the switching valve 13 and manual lodging valve 18 can be operated from the ground, and the upper opening 14 of the exhaust pipe 14
b, upper opening 16a of communication pipe 16, cutout weir 10
The height position of the cutout portion 10a, etc. is provided at a predetermined position for operational purposes. Further, 19 indicates a movable floor, and 20 indicates a clamp device that holds the weir 1.

本発明に係る一実施例は上記した如き構成から
なるが、次にその作用を第3図および第4図をも
用いて説明する。
One embodiment of the present invention has the above-described configuration, and its operation will be explained next with reference to FIGS. 3 and 4.

いま、第2図に示す如く上流側流水Aが貯水位
b若しくは貯水位bより若干高いような場合は、
上流側流水Aは欠口堰10より操作装置ピツト3
内に流入したサイフオン管11の下段部11aよ
り下流側に排出される。堰1が起立状態であると
きは、止めバルブ6、操作室内倒伏バルブ7は閉
となつており、切換バルブ13および手動倒伏バ
ルブ18は開となつている。
Now, as shown in Figure 2, if the upstream flowing water A is at the reservoir level b or slightly higher than the reservoir level b,
The upstream water A flows from the cutout weir 10 to the operating device pit 3.
The water is discharged downstream from the lower part 11a of the siphon pipe 11 into which it has flowed. When the weir 1 is in the upright state, the stop valve 6 and the operation chamber lodging valve 7 are closed, and the switching valve 13 and the manual lodging valve 18 are open.

第2図の如き状態から、上流側の流水が増加し
倒伏水位aにまで達すると、手動倒伏バルブ18
より水が倒伏・起立水位検知管17内に流入す
る。そうすると、サイフオン管11が下段部11
aと共に稼動し、操作装置ピツト3内の水位が低
下する。このとき、排気管14内の水位も低下
し、堰1内の圧縮空気は送気管8、切換バルブ1
3、排気管14とを通つて排出され、堰1は自動
倒伏する(第3図参照)。
When the flow of water on the upstream side increases from the state shown in Fig. 2 and reaches the lodging water level a, the manual lodging valve 18
More water flows into the lodging/erecting water level detection tube 17. Then, the siphon tube 11
The water level in the operating device pit 3 decreases. At this time, the water level in the exhaust pipe 14 also decreases, and the compressed air in the weir 1 flows through the air pipe 8 and the switching valve 1.
3. It is discharged through the exhaust pipe 14, and the weir 1 automatically collapses (see Fig. 3).

この場合、止めバルブ6と手動倒伏バルブ18
を閉として、操作室内倒伏バルブ7を開として
も、堰1は倒伏する。これは人為倒伏であるが、
水位関係等は自動倒伏の場合と同様である。ただ
し、この場合でも下段部11aからの溢流は必要
である。
In this case, the stop valve 6 and the manual lodging valve 18
Even if the operation chamber is closed and the collapse valve 7 is opened, the weir 1 will collapse. Although this is an artificial collapse,
Water level relations, etc. are the same as in the case of automatic lodging. However, even in this case, overflow from the lower part 11a is necessary.

堰が倒伏され、上流水位が下がつて来ると、第
3図に示すように、排気管の開口には空気が流
れ、倒伏・起立水位検知管の下部の手動倒伏バル
ブ側には外水位の高さで水が均衡している。上流
水位が減少し、上流水位が起立水位cに達する
と、この部分から右側の管内に空気が侵入し、左
右の水中の均衡が崩れ倒伏・起立水位検知管の水
はサイフオン管11内に排出される。これにより
サイフオン管11に空気が入りサイフオン作用が
壊れる。また、封水管15内の水も落下し、排気
管14内を封水する。なお、倒伏・起立水位検知
管の管径が大きければ水を排出しきれない場合が
あるが大量の空気の通過により蒸発させることが
できる。この状態で止めバルブ6を開とし、送風
機5より堰1へ空気を圧送する。このとき、切換
バルブ13、手動倒伏バルブ18は開であり、操
作室内倒伏バルブ7は閉である。したがつて、送
風機5からの空気は排気管14へは行かず、送気
管8を通つて堰1へ圧送される。また、余分な空
気は、排気管14の分岐部14aよりも余剰空気
排気管12の開口端12aの方が若干高く位置し
ているので、該開口端12aから排出される。堰
1が起立すれば、止めバルブ6を閉として空気の
圧送を止める(第4図参照)。
When the weir is collapsed and the upstream water level begins to fall, air flows through the opening of the exhaust pipe, and the manual overturning valve at the bottom of the overturning/erecting water level detecting tube receives the outside water level, as shown in Figure 3. Water is balanced at height. When the upstream water level decreases and the upstream water level reaches the standing water level c, air enters the right pipe from this part, the balance between the left and right water is broken, and the water in the lying/standing water level detection pipe is discharged into the siphon pipe 11. be done. As a result, air enters the siphon tube 11 and the siphon action is broken. Further, the water in the water sealing pipe 15 also falls, sealing the inside of the exhaust pipe 14. Note that if the diameter of the falling/standing water level detection tube is large, the water may not be completely discharged, but it can be evaporated by passing a large amount of air. In this state, the stop valve 6 is opened and air is forcedly sent from the blower 5 to the weir 1. At this time, the switching valve 13 and the manual lodging valve 18 are open, and the operating chamber lodging valve 7 is closed. Therefore, the air from the blower 5 does not go to the exhaust pipe 14, but is forcedly sent to the weir 1 through the air supply pipe 8. Furthermore, since the opening end 12a of the surplus air exhaust pipe 12 is located slightly higher than the branch portion 14a of the exhaust pipe 14, the excess air is discharged from the opening end 12a. When the weir 1 is erected, the stop valve 6 is closed to stop the air being pumped (see Fig. 4).

以上述べた如き本発明によれば、操作室内に水
位検知用の導水管を設置することが不要となり、
これがため、大幅な土木工事費の削減が達成さ
れ、また、堤防上においても堰を見ながら堰の倒
伏を可能とすると共に操作室内においても堰の倒
伏を可能として操作の容易さ、至便さが達成さ
れ、さらには、起立水位以下であれば空気を圧送
すれば堰の起立がなされ、倒伏機構および余剰空
気圧のリセツトが不要となり、また、自動倒伏
時、バルブを使用していないため、機械的な倒伏
装置におけるような錆などによる倒伏不能などの
状態を惹起すことなく、倒伏が確実に行えるなど
の多くの効果を奏する堰の起伏装置が提供でき
る。
According to the present invention as described above, it is not necessary to install a water conduit for water level detection in the operation room,
As a result, a significant reduction in civil engineering costs has been achieved, and it is also possible to lower the weir while looking at the weir on the embankment, and it is also possible to lower the weir in the operation room, making operation easier and more convenient. Furthermore, if the weir is below the rising water level, the weir can be erected by pumping air, eliminating the need for a lodging mechanism and resetting surplus air pressure, and since no valve is used during automatic lodging, mechanical It is possible to provide a weir hoisting device that has many effects, such as being able to reliably lodge the weir without causing conditions such as inability to lodge due to rust or the like, which is the case with other lodging devices.

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

図は本発明の一実施例を示すもので、第1図は
その概略図、第2図はその詳細図、第3図は倒伏
工程を説明するための詳細図、第4図は起立工程
を説明するための詳細図である。 1…袋状の堰、3…操作装置ピツト、5…送風
機、6…止めバルブ、7…操作室内倒伏バルブ、
8…送気管、10…欠口堰、11…サイフオン
管、11a…下段部、12…余剰空気排気管、1
3…切換バルブ、14…排気管、15…封水管、
16…連通管、17…倒伏・起立水位検知管、1
8…手動倒伏バルブ。
The drawings show one embodiment of the present invention; Fig. 1 is a schematic diagram thereof, Fig. 2 is a detailed diagram thereof, Fig. 3 is a detailed diagram for explaining the lodging process, and Fig. 4 is a detailed diagram for explaining the raising process. It is a detailed diagram for explanation. 1... bag-shaped weir, 3... operating device pit, 5... blower, 6... stop valve, 7... operating chamber lodging valve,
8...Air supply pipe, 10...Cut weir, 11...Siphon pipe, 11a...Lower section, 12...Surplus air exhaust pipe, 1
3...Switching valve, 14...Exhaust pipe, 15...Water sealing pipe,
16... Communication pipe, 17... Lodging/erecting water level detection pipe, 1
8...Manual lodging valve.

Claims (1)

【特許請求の範囲】[Claims] 1 可撓性材質からなる袋状の堰を河川に横断し
て設け、該堰に、止めバルブを介して側岸に設け
た送風機に連設され、かつ、大気に連通せしめる
操作室内倒伏バルブを有する送気管を接続し、該
堰の側方に、上流側流水には欠口堰を介して、ま
た、下流側流水には2段式のサイフオン管を介し
て連通する操作装置ピツトを設け、前記送気管に
切換バルブを介して連通した余剰空気排気管の端
部を、河床以下の高さ位置で水中に開口させ、該
余剰空気排気管の水面上方位置に連通する排気管
は河床付近まで垂下されて下端をU字状に曲げて
再び上方に延び前記操作装置ピツト内の水中に開
口し、この排気管の下端部と水面付近に位置する
封水管の下端部が連通され、該封水管の上部が上
段のサイフオンの頂部と連通され、該封水管から
分岐した連通管は下方に延びたあと再び上方に延
び操作装置ピツト内の水中に開口し、前記封水管
の上部は倒伏・起立水位検知管の中間部に連通さ
れ、該倒伏・起立水位検知管の中間部より一方は
上方に延び倒伏水位で反転して下方に延びて、前
記サイフオンの上流側の鉛直部分内の貯水位以下
の部分に開口し、該中間部より他方は下方に延び
て起立水位の高さにおいて反転して上方に延び、
手動倒伏バルブを介装して倒伏水位の高さにおい
て開口させたことを特徴とする堰の起伏装置。
1. A bag-shaped weir made of flexible material is installed across the river, and a lodging valve in the operation room is connected to the weir via a stop valve to a blower installed on the side bank, and communicates with the atmosphere. An operating device pit is provided on the side of the weir, which communicates with the upstream flowing water through a cut-out weir and with the downstream flowing water through a two-stage siphon pipe, The end of the surplus air exhaust pipe that communicates with the air supply pipe via a switching valve is opened into the water at a height below the river bed, and the exhaust pipe that communicates with the surplus air exhaust pipe above the water surface reaches near the river bed. The lower end of the exhaust pipe is bent into a U-shape and extends upward again to open into the water in the operating device pit, and the lower end of this exhaust pipe communicates with the lower end of the water sealing pipe located near the water surface. The upper part of the water sealing pipe is connected to the top of the upper siphon, and the communication pipe branched from the water sealing pipe extends downward and then upward again to open into the water in the operating device pit. It communicates with the middle part of the detection tube, and from the middle part of the falling/standing water level detection tube, one side extends upward, reverses at the falling water level, and extends downward, so as to communicate with the water below the storage level in the vertical part on the upstream side of the siphon. The other side extends downward from the middle part, and is reversed at the height of the standing water level and extends upward;
A levitation device for a weir, characterized in that a manual lodging valve is installed and the weir is opened at the height of the lodging water level.
JP12166882A 1982-07-13 1982-07-13 Rising and falling device for dam Granted JPS5915111A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12166882A JPS5915111A (en) 1982-07-13 1982-07-13 Rising and falling device for dam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12166882A JPS5915111A (en) 1982-07-13 1982-07-13 Rising and falling device for dam

Publications (2)

Publication Number Publication Date
JPS5915111A JPS5915111A (en) 1984-01-26
JPH0375686B2 true JPH0375686B2 (en) 1991-12-03

Family

ID=14816935

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12166882A Granted JPS5915111A (en) 1982-07-13 1982-07-13 Rising and falling device for dam

Country Status (1)

Country Link
JP (1) JPS5915111A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101066826B1 (en) 2001-07-09 2011-09-23 헨리 케이 오베르메이어 Quantity control gates and their actuators
CN113190053A (en) * 2021-05-13 2021-07-30 黄河水利委员会黄河水利科学研究院 Dam front water level control system and control device for reservoir physical model

Also Published As

Publication number Publication date
JPS5915111A (en) 1984-01-26

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