JPS6095016A - Rising and falling device for weir - Google Patents

Rising and falling device for weir

Info

Publication number
JPS6095016A
JPS6095016A JP20389083A JP20389083A JPS6095016A JP S6095016 A JPS6095016 A JP S6095016A JP 20389083 A JP20389083 A JP 20389083A JP 20389083 A JP20389083 A JP 20389083A JP S6095016 A JPS6095016 A JP S6095016A
Authority
JP
Japan
Prior art keywords
water
siphon
pipe
weir
tank
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.)
Granted
Application number
JP20389083A
Other languages
Japanese (ja)
Other versions
JPH0349339B2 (en
Inventor
Kazuo Terada
和雄 寺田
Hideo Kawahara
英雄 河原
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 JP20389083A priority Critical patent/JPS6095016A/en
Publication of JPS6095016A publication Critical patent/JPS6095016A/en
Publication of JPH0349339B2 publication Critical patent/JPH0349339B2/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

Abstract

PURPOSE:To ensure the motion of a weir, by a method wherein, when water level is lowered to a fall-down level, a starting siphon pipe from a hydrostatic pond creates a siphon, and a siphon pipe from a pressure regulating tank is caused to create a siphon. CONSTITUTION:When a water level in a hydrostatic pond 3 is raised and a distance from such water level to the horizontal part of a starting siphon pipe 20 becomes equal to a distance between the horizontal part of a water level in a pressure regulating tank 9 and the horizontal part of a siphon pipe 15, the starting siphon pipe 20 creates a siphon. Thereafter, since the discharge side of the starting siphon pipe 20 is communicated with the discharge side of the siphon pipe 15, the air in the two siphon pipes 20 and 15 is easily bled, and the siphon pipe 15 also creates a siphon. Thereafter, water in the hydrostatic pond 3 and the pressure regulating tank 9 is drained to a drain tank 14, and water in a weir 1 is drained through a water flow pipe 11 and the siphon pipe 15, and the weir is forced to fall down. When a water level is raised to a rising water level, water is fed through a water feed pipe 7 from a water storing tank 6 to the pressure regulating tank 9, and water is fed by a pressure to the weir 1 through a water feed pipe 7.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、可撓性材質からなる堰を起伏自在とし、しか
も、堰の膨張媒体に水を使用は場合の堰の起伏装置に関
するものである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a weir undulation device which allows a weir made of a flexible material to be raised and lowered freely, and in which water is used as the expansion medium of the weir. be.

(従来技術) 従来のサイフオン管のみを使用したゴム」匿の倒伏の場
合は、洪水時のゴム堰上流の水位の上昇によりゴム堰に
作用する水圧が増加し、それに伴ってサイフオン管内の
水位が上昇し、サイフオン管頂部を越流するとサイフオ
ン作用カニ形成されてサイフオン管によるゴム堰内の水
の排出て自動倒伏を行っていた。しかしながら、ゴム堰
を膨張させる初期の設定水圧の誤差や洪水時の越流7J
(によりゴム層内の水圧に変動かあり、継続してサイフ
オン管頂部を越流するには不安定であるためにサイフオ
ン形成か極めて不確実であった。なお、ゴム堰を膨張さ
せるための初期の設定水圧は倒伏水位深き以上の水圧で
、一般に堰高Hとすれば、1.5)18度である。
(Prior art) In the case of a conventional siphon pipe that uses only a rubber weir, the water pressure acting on the rubber weir increases due to the rise in the water level upstream of the rubber weir during a flood, and the water level inside the siphon pipe increases accordingly. When the water rose and overflowed the top of the siphon tube, a siphon action crab was formed and the water in the rubber dam was discharged by the siphon tube, causing automatic lodging. However, there are errors in the initial water pressure setting for expanding the rubber dam and overflow of 7J during floods.
(Due to this, the water pressure in the rubber layer fluctuated, making it unstable for water to continuously overflow the top of the siphon pipe, making it extremely uncertain whether the siphon would form.) The set water pressure is higher than the depth of the lodging water level, and is generally 1.5) 18 degrees, assuming the weir height H.

このようなサイフオン形成の不確実性をなくするために
、倒伏水位に遼するとノ(ケラトに河川水が供給はれ、
水型でバルブの71ンドルを回転させパルプを開けるパ
ケット方式が用いられていた。しかし、この方式では起
立準備に)くケットの水金排水する操作(リセット)が
必要であり、また、倒伏機構に機械部分があり、錆等に
よりその作動が不能になり自動倒伏しない危険がある等
の問題点があった。
In order to eliminate such uncertainties in siphon formation, it is necessary to increase
A packet method was used in which the pulp was opened by rotating a valve with a water mold. However, with this method, it is necessary to drain water from the rack (reset) before preparing to stand up, and the lodging mechanism has a mechanical part, so there is a risk that it may become inoperable due to rust, etc., and may not fall automatically. There were problems such as.

(発明の目的) 本発明は、上記従来技術に存する問題点に鑑みてなされ
たものであり、特にリセットすることなく堰の起立動作
が行え、しかも、倒伏機構に機械部分がなく、倒伏水位
になると自動的に作動し、作動不良を起さないようにし
た堰の起伏装置を提供すること全目的とするものである
(Objective of the Invention) The present invention has been made in view of the problems existing in the above-mentioned prior art.The weir can be erected without any particular reset, and there is no mechanical part in the lodging mechanism, so that the lodging water level can be adjusted. The object of the present invention is to provide a weir levitation device which operates automatically and does not malfunction.

(発明の構成) 上記目的全達成させるため、本発明の構成は、河川1全
上流と下流に仕切るための可撓性材質からなる中空の堰
と、上流(MljOXを導くための導水管を備えた静水
池と、該静*池と送水管金倉して連通された貯水槽と、
該貯水槽と送水管を介して連通され、かつ前記堰と通水
管を介して連通された調圧槽と、該調圧槽とサイフオン
管を介して連通された吐出槽と、前記静水池内に呑口金
部まぜ前記吐出槽に位置する前記サイフオン管の吐出側
に接続した始動サイフオン管を設けてなることを特徴と
している。
(Structure of the Invention) In order to achieve all of the above objects, the structure of the present invention includes a hollow weir made of a flexible material to partition the entire river 1 into upstream and downstream areas, and a water conduit pipe for guiding the upstream (MljOX). a still water pond; a water storage tank connected to the still water pond through a water pipe;
a pressure regulating tank communicating with the water storage tank via a water pipe and communicating with the weir via a water pipe; a discharge tank communicating with the pressure regulating tank via a siphon pipe; The spout fitting is characterized by being provided with a starting siphon pipe connected to the discharge side of the siphon pipe located in the discharge tank.

この構成とすることによって、倒伏水位になると静水池
からの始動サイフオン管がサイフオン全開始すると共に
、調圧槽からのサイフオン管のサイフオン作用km致せ
しめ、このサイフオン管のサイフオン作用により、調圧
檜奮弁して層内の水を吐出槽内に排出して自動倒伏を行
い、また、起立水位になれば、貯7X槽から送水管?経
て調圧槽に水を送り、通水管を介して堰に不全圧送する
ようにしたものである。
With this configuration, when the overflowing water level is reached, the starting siphon pipe from the still water pond will fully start siphoning, and the siphon action of the siphon pipe from the pressure regulating tank will be performed for km, and the siphon action of this siphon pipe will cause the pressure regulating cypress With great effort, the water in the layer is discharged into the discharge tank, and automatic lodging is performed, and when the water level reaches the standing water level, the water pipe is removed from the storage 7X tank. The water is then sent to a pressure regulating tank, and is then sent under pressure to a weir via a water pipe.

(笑施例) 以下、本発明の一実施例を図に基づいて説明する。(lol example) Hereinafter, one embodiment of the present invention will be described based on the drawings.

第1図を主に用いて説明すると、1は河川全上流と下流
に仕切るためのゴム引布製の中空の堰であり、2は堰1
の一1#ll+ ’!に河ノ11の底に固定するだめの
クランプ装置である。河711 Hの近く土地には、第
10図第11図に示すように、静水mL3、貯水槽6、
調圧槽9、吐出槽14が設けられている。1o水池3は
堰1の上流に開口した導水管4を備えている。静水池3
円は連通孔5を有する矢口堰5により仕切られ、第2の
静水池3が形成される。貯水槽6は水中ポンプ8全備え
た送水管7合弁して静水池3に連通されている。調圧4
119は水中ポンプ12を備えた送水管10ヲ介して貯
水槽6に連通されると共に通水管11ヲ介して堰1内部
と連通している。静水池3と貯水槽6間には、静水池3
狽1jから貯水槽6側へのみ水が流れる逆止弁13ヲ備
えた流路13が設けられている。吐出槽14は調圧槽9
内に呑口全開口したサイフオン管15ヲ介して調圧槽9
と連通されている。吐出槽14と河Jll Hの下流と
は吐出管16により連通されている。17はサイフオン
ブレーカ−118はサイフオンブレーカ−バルブ、19
は手動倒伏バルブである。また、静水池3に呑口全開口
する始動サイフオン20の吐出側ヲ吐出槽14内に位置
するサイフオン管15の吐出側に接続する。
To explain mainly using Figure 1, 1 is a hollow weir made of rubberized cloth to separate the entire river into upstream and downstream areas, and 2 is a weir 1.
No. 1#ll+'! This is a clamp device that is fixed to the bottom of the river. As shown in Figures 10 and 11, the land near the river 711H has 3 ml of still water, 6 water tanks,
A pressure regulating tank 9 and a discharge tank 14 are provided. The 1o water pond 3 is equipped with a water conduit 4 opened upstream of the weir 1. Still water pond 3
The circle is partitioned by a Yaguchi weir 5 having a communication hole 5, and a second still water pond 3 is formed. The water storage tank 6 is connected to the still water pond 3 through a water pipe 7 equipped with a submersible pump 8. Pressure adjustment 4
119 communicates with the water storage tank 6 via a water pipe 10 equipped with a submersible pump 12, and communicates with the inside of the weir 1 via a water pipe 11. Between the still water pond 3 and the water tank 6, there is a still water pond 3.
A flow path 13 is provided with a check valve 13 through which water flows only from the enclosure 1j to the water storage tank 6 side. The discharge tank 14 is the pressure regulating tank 9
The pressure regulating tank 9 is connected to the pressure regulating tank 9 through the siphon pipe 15 whose spout is fully opened inside.
It is communicated with. The discharge tank 14 and the downstream side of the river JllH are communicated by a discharge pipe 16. 17 is a siphon breaker, 118 is a siphon breaker valve, 19
is a manual lodging valve. Further, the discharge side of the starting siphon 20 whose mouth is fully opened in the still water pond 3 is connected to the discharge side of the siphon pipe 15 located in the discharge tank 14 .

なお、aは起伏水位、bは貯水位、Cは起立本位を示し
ている。
Note that a indicates the undulating water level, b indicates the water storage level, and C indicates the upright level.

以上が一実施例の構成であるが、次に作用金する。The above is the configuration of one embodiment, but the operation will be explained next.

第2図に示すように、静水池3における水位は河川の上
流側の水位に追従し、その水位がLlのとき始動サイフ
オン管20もサイフオン管15も作動していない。
As shown in FIG. 2, the water level in the still water pond 3 follows the water level on the upstream side of the river, and when the water level is Ll, neither the starting siphon pipe 20 nor the siphon pipe 15 is in operation.

静水1’t123の水位L2が倒伏水位aと一致する程
上昇したとき、第3図に示す如き状態であり、始動サイ
フオン管20から越流が行われ、始動サイフオン管20
内の空気は気泡となって排出され、始動サイフオン管2
0はサイフオンの形成を始める。
When the water level L2 of the still water 1't123 rises to the point where it coincides with the overturning water level a, the situation is as shown in FIG.
The air inside becomes bubbles and is discharged from the starting siphon tube 2.
0 begins to form a siphon.

さらに倒伏開始時が進み、静水池3の水位が始動サイフ
オン管20の水平部分までの距離と、調圧槽9の水位と
サイフオン営15の水平部分までの距離が等しくなると
、第4図に示す如き状態となり、始動サイフオン%c 
2 Qのサイ7オ、ン形成により、始動サイフオン管2
oの吐出側は、すイフオン管15の吐出イμmjに連通
さルており、それぞnのサイフオン管の空気排除が容易
となり、サイフオン管15内の空気も覚醒となって排出
され、サイフオン管15もサイフオンの形成金始める。
As the lodging start time progresses further, the water level in the still water pond 3 becomes equal to the distance to the horizontal part of the starting siphon pipe 20, and the water level in the pressure regulating tank 9 and the distance to the horizontal part of the siphon pipe 15 become equal, as shown in FIG. The state will be as follows, and the starting siphon %c
2 By forming the siphon 7 of Q, the starting siphon tube 2
The discharge side of the siphon tube 15 is communicated with the discharge i.mu.mj of the siphon tube 15, which makes it easy to remove air from each siphon tube n, and the air inside the siphon tube 15 is also discharged as arousal. 15 also begins the formation of Saiphon.

また、堰を越流する河月1水の水圧増加に加えて始動サ
イフオン管20の負圧量分がサイフオン管15にも作用
するのでサイフオン管15のサイフオン形成は容易であ
る。第5図に示すように、始動サイフオン管20とサイ
フオン管15のサイフオン形成により、静水池3と調圧
槽9内の水は吐出槽14に排出される。静水池3の水は
欠口堰5により排出が少なくなり、主に調圧槽9の水が
排出される。これにより、堰1内の水は通水管11、サ
イフオン管15ヲ通じて排出される。
Furthermore, in addition to the increase in the water pressure of the Kagetsuru 1 water overflowing the weir, the amount of negative pressure in the starting siphon tube 20 also acts on the siphon tube 15, so that the siphon formation of the siphon tube 15 is easy. As shown in FIG. 5, the water in the still water pond 3 and the pressure regulating tank 9 is discharged into the discharge tank 14 due to the siphon formation of the starting siphon pipe 20 and the siphon pipe 15. The discharge of water from the still water pond 3 is reduced by the cut-out weir 5, and mainly water from the pressure regulating tank 9 is discharged. As a result, the water in the weir 1 is discharged through the water pipe 11 and the siphon pipe 15.

堰1内の水のほとんどが排、出されると、第6図に示す
ような状態となる。
When most of the water in the weir 1 has been drained out, the state will be as shown in FIG. 6.

堰1の倒伏により河用几の水位が下り、欠口堰5の連通
孔5全通して静水池3の水位が平均化され第7図に示す
状態の水位、すなわち起立水位になると静水池3の水位
も始動サイフオン管20の呑口部まで下るので、との呑
口がら空気が始動サイフオン管20内に供給され始動サ
イフオン管20とサイフオン管15のサイフオン作用は
停止する。
The water level in the river basin falls due to the collapse of weir 1, and the water level in the still water pond 3 is averaged by passing through all the communication holes 5 of the weir 5. When the water level reaches the state shown in Figure 7, that is, the standing water level, the still water pond 3 Since the water level also falls to the spout of the starting siphon tube 20, air is supplied from the spout into the starting siphon tube 20, and the siphon action of the starting siphon tube 20 and the siphon tube 15 is stopped.

起立させる時は第8図に示す状態となるように、水中ポ
ンプ12を作動させ貯水槽6内の水全込水管10を介し
て調圧槽9に供給する。なお、各水中ポンプの作動は例
えば水位計と連繋して自動的に行ってよい。供給されf
c調圧槽9内の水は通水管11全通じて堰1内に圧入さ
れる。貯水槽6の水位が静水池3の水位より低くなると
逆止弁13が開き、河月1水が導水管4と静水池3を通
じて貯水槽6に供給される。調圧槽9の水位が所定の水
位になると氷中ポンプ12ヲ停止さゼる。
When standing up, the submersible pump 12 is operated to supply water to the pressure regulating tank 9 through the fully filled water pipe 10 in the water storage tank 6 so that the state shown in FIG. 8 is achieved. Note that each submersible pump may be operated automatically, for example, in conjunction with a water level gauge. supplied f
c The water in the pressure regulating tank 9 is forced into the weir 1 through all the water pipes 11. When the water level in the water tank 6 becomes lower than the water level in the still water pond 3, the check valve 13 opens, and Kagetsuki 1 water is supplied to the water tank 6 through the water conduit 4 and the still water pond 3. When the water level in the pressure regulating tank 9 reaches a predetermined level, the submerged ice pump 12 is stopped.

最後に貯水槽への給水全行うが、第9図に示す如き状態
となる。−T、!il:わち、静水池3と貯水槽6の水
位がともに貯水位になると、水中ポンプ8を作動さぞ、
静水池3内の水金送水管7を介して貯水槽6に供給する
。逆止弁13′は閉じ、貯水槽6の水位が所定の水位に
なる5と水中ポンプ8全停止さゼる。
Finally, water is completely supplied to the water tank, and the state is as shown in FIG. 9. -T,! il: Well, when the water levels in the still water pond 3 and water tank 6 both reach the storage level, the submersible pump 8 will be activated.
Water is supplied to the water storage tank 6 via the water transmission pipe 7 in the still water pond 3. The check valve 13' is closed, and when the water level in the water tank 6 reaches a predetermined level 5, the submersible pump 8 is completely stopped.

ナオ、第11図において、AFi操作室、bは管理道、
Cは堤外、Dは堤内全示している〇(発明の効果) 以上述べた如く、本発明によれば次のような効果がある
Nao, in Figure 11, AFi operation room, b is management path,
C indicates the outside of the embankment, and D indicates the entire inside of the embankment. (Effects of the invention) As described above, the present invention has the following effects.

(イ)倒伏水位を水位の安定した静水池で検知し、継続
的に倒伏水位が保持されるので始動サイフオン管はサイ
フオンの形成が容易である。
(a) Since the overflowing water level is detected in a still water pond with a stable water level and the overflowing water level is continuously maintained, it is easy to form a siphon in the starting siphon pipe.

(ロ)始動サイフオンのサイフオン形成によりサイフオ
ン管のサイフオン形成を誘致せしめるようにしたので、
サイフオン管のサイフオン形成もきわめてスムーズに行
なわれる。
(b) Since the siphon formation of the starting siphon induces the siphon formation of the siphon tube,
The siphon formation of the siphon tube also occurs very smoothly.

(ハ)洪水後、河川の水位が起立水位に低下すると、始
動サイフオン管もサイフオン管も停止するので、堰の倒
伏が安全に維持される。
(c) After a flood, when the water level of the river drops to the standing water level, both the starting siphon pipe and the siphon pipe stop, so the weir can be safely maintained in its lodging position.

に) 万一、起立水位に水位が低下していないのに起立
操作をしてもサイフオン管が作動しているので、堰は起
立しないので、起立時の誤操作による危険がない。
) Even if the water level has not fallen to the standing water level and the raising operation is performed, the siphon pipe is still operating and the weir will not be raised, so there is no risk of erroneous operation during raising.

(ホ)倒伏機構に機械部分がないので錆等による作動不
良が全くない。
(E) Since there are no mechanical parts in the lodging mechanism, there is no malfunction due to rust, etc.

(へ)貯水槽に所定の水量をプールしているので起立操
作が容易である。
(F) A predetermined amount of water is pooled in the water tank, making it easy to stand up.

なお、本実施例におけるが如くにすれは次のような利点
が生じる。
It should be noted that the following advantages arise in the case of this embodiment.

(イ)始動サイフオン管とサイフオン管が作動している
ときは、静水池に火口堰を設けているので、始動サイフ
オン管への流量は制限される。
(b) When the starting siphon pipe and the siphon pipe are in operation, the flow rate to the starting siphon pipe is restricted because a crater weir is provided in the still water pond.

(ロ)起立時間は調圧槽に送水する水中ポンプの能力の
みで決めることができる。
(b) The rising time can be determined only by the capacity of the submersible pump that supplies water to the pressure regulating tank.

(ハ)貯7に槽の水位が静水池の水位より低くなると逆
止弁が自動的に開き、河川水が貯水槽に供給されるので
貯水槽に送水する水中ポンプは、貯水槽の貯水位から所
定の水位までの水蓄全揚水する能力でよいので小規模の
ものでよい。
(c) When the water level in the tank in storage 7 becomes lower than the water level in the still water pond, the check valve will automatically open and river water will be supplied to the water tank. It only needs to be capable of pumping all of the water stored up to a predetermined water level, so it can be small-scale.

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

第1図は本発明に係る一実施例の構成金示すだめの説明
図、第2図は貯水時の作用を説明するだめの説明図、第
3図は世j伏時の作用を説明するための説明図、第4図
は同じく倒伏時の説明図、第5図は同じく倒伏時の説明
図、第6図は完全倒伏時の説明図、第7図は起立時の作
用全説明するための説明図、第8図は同じく起立時の説
明図、第9図は貯水時の作用を説明するための説明図、
第10図は一実施例の全体平面図、第11図は第10図
のXI−XI、1191に沿う断面図である。 1・・・堰 3・・・静水池 4・・・導水管 6・・・貯水槽 7・−・送水管 9・・・調圧槽 10°°°送水管 11・・・通水管 14・・・吐出槽 15・・・サイフオン管20・・・
始動サイフオン管 l特許出願人 豊国王業株式会社
Fig. 1 is an explanatory diagram of a reservoir showing the structure of an embodiment of the present invention, Fig. 2 is an explanatory diagram of a reservoir for explaining the action when storing water, and Fig. 3 is an explanatory diagram for explaining the action during retirement. Figure 4 is an explanatory diagram when the robot is collapsed, Figure 5 is an explanatory diagram when it is collapsed, Figure 6 is an explanatory diagram when it is fully collapsed, and Figure 7 is an explanatory diagram to explain all the functions when standing up. An explanatory diagram, FIG. 8 is an explanatory diagram when standing up, and FIG. 9 is an explanatory diagram to explain the action when water is stored.
FIG. 10 is an overall plan view of one embodiment, and FIG. 11 is a sectional view taken along line XI-XI and 1191 in FIG. 10. 1... Weir 3... Still water pond 4... Water pipe 6... Water tank 7... Water pipe 9... Pressure regulating tank 10°° Water pipe 11... Water pipe 14. ...Discharge tank 15...Siphon tube 20...
Start-up siphon tube patent applicant: Toyo-Kyogyo Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] (1) 何月1を上流と下流に仕切るための可撓性材質
からなる中壁の堰と、該上流側のXを導くための導水管
ケ備えた静水池と、該静水池と送水管全弁して連通され
た貯水槽と、該貯水槽と送水管?介して連通ざnlかつ
、前記堰と通水管を介して連通された調圧槽と、該調圧
槽とサイフオン管を介して連通された吐出槽と、前記静
水池内に呑口金部ませ前記吐出槽に位置する前記サイフ
オン管に接続した始動サイフオン管とからなることを特
徴とする堰の起伏装置。
(1) A weir with a middle wall made of flexible material to separate the upstream and downstream parts, a still water pond equipped with a water conduit to guide the upstream X, and the still water pond and the water pipe A water tank connected with all valves, and a water pipe between the water tank and the water pipe? A pressure regulating tank that communicates with the weir through a water pipe, a discharge tank that communicates with the pressure regulating tank via a siphon pipe, and a spout fitting in the still water pond, and the discharge A weir levitation device comprising a starting siphon pipe connected to the siphon pipe located in the tank.
JP20389083A 1983-10-31 1983-10-31 Rising and falling device for weir Granted JPS6095016A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20389083A JPS6095016A (en) 1983-10-31 1983-10-31 Rising and falling device for weir

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20389083A JPS6095016A (en) 1983-10-31 1983-10-31 Rising and falling device for weir

Publications (2)

Publication Number Publication Date
JPS6095016A true JPS6095016A (en) 1985-05-28
JPH0349339B2 JPH0349339B2 (en) 1991-07-29

Family

ID=16481410

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20389083A Granted JPS6095016A (en) 1983-10-31 1983-10-31 Rising and falling device for weir

Country Status (1)

Country Link
JP (1) JPS6095016A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01127707A (en) * 1987-11-11 1989-05-19 Sumitomo Electric Ind Ltd Erection of flexible film rising-falling dam
US7114879B2 (en) 2001-07-09 2006-10-03 Henry K. Obermeyer Water control gate and actuator therefore

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01127707A (en) * 1987-11-11 1989-05-19 Sumitomo Electric Ind Ltd Erection of flexible film rising-falling dam
US7114879B2 (en) 2001-07-09 2006-10-03 Henry K. Obermeyer Water control gate and actuator therefore
US8511937B2 (en) 2001-07-09 2013-08-20 Henry K. Obermeyer Water control apparatus
US9028170B2 (en) 2001-07-09 2015-05-12 Henry K. Obermeyer Water control apparatus
US9765495B2 (en) 2001-07-09 2017-09-19 Henry K. Obermeyer Water control apparatus
US10370813B2 (en) 2001-07-09 2019-08-06 Henry K. Obermeyer Water control apparatus

Also Published As

Publication number Publication date
JPH0349339B2 (en) 1991-07-29

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