JPH0543009B2 - - Google Patents

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Publication number
JPH0543009B2
JPH0543009B2 JP1557289A JP1557289A JPH0543009B2 JP H0543009 B2 JPH0543009 B2 JP H0543009B2 JP 1557289 A JP1557289 A JP 1557289A JP 1557289 A JP1557289 A JP 1557289A JP H0543009 B2 JPH0543009 B2 JP H0543009B2
Authority
JP
Japan
Prior art keywords
water
reservoir
pollution
inlet
causing
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 - Lifetime
Application number
JP1557289A
Other languages
Japanese (ja)
Other versions
JPH02197611A (en
Inventor
Tatsuro Shiobara
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.)
OKASAN KOGYO KK
Original Assignee
OKASAN KOGYO KK
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 OKASAN KOGYO KK filed Critical OKASAN KOGYO KK
Priority to JP1557289A priority Critical patent/JPH02197611A/en
Publication of JPH02197611A publication Critical patent/JPH02197611A/en
Publication of JPH0543009B2 publication Critical patent/JPH0543009B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は水中敷設導水装置に係り、特に貯留
池に流入する汚濁原因水を速やかに排出し得て貯
留水の汚濁を防止し得る水中敷設導水装置に関す
る。
[Detailed Description of the Invention] [Field of Industrial Application] This invention relates to an underwater water conveying device, and particularly to an underwater water conveying device that can quickly discharge pollution-causing water flowing into a storage pond and prevent pollution of stored water. Regarding water conveyance equipment.

〔従来の技術〕[Conventional technology]

水資源を確保して安定供給を図るべく、ダムや
湖沼等による貯水池が設けられている。貯水池
は、流入水の貯水や貯留水の適切な供給等の治
水・利水を図る機能を有している。この貯水池に
貯留される水は清水であるべきであるが、各種の
排水の流入が原因となつて貯留水の汚濁を問題が
ある。このように貯留水の汚濁の原因となる汚濁
原因水としては、産業排水や農薬・生活排水、ま
た洪水時の汚濁水等がある。即ち、近時、貯水池
に流入する産業排水や農薬、生活排水中の窒素や
燐等の有機物による富栄養化によつて、ダム堤体
の付近に多量の浮遊性植物プランクトンが育成し
て貯留水を汚濁し、浄水機能を阻害するのみなら
ず、利用者に不快感を与えることがある。また、
洪水や崖くずれ等により土砂を含んだ汚濁水が貯
水池に流入し、長期的に滞留して貯留水を汚濁す
ることがある。
In order to secure water resources and provide a stable supply, reservoirs such as dams and lakes have been established. Reservoirs have functions for flood control and water utilization, such as storing inflow water and providing an appropriate supply of stored water. The water stored in this reservoir should be clean water, but there is a problem with the contamination of the stored water due to the inflow of various types of wastewater. The polluting waters that cause the contamination of stored water include industrial wastewater, agricultural chemicals, domestic wastewater, and polluted water from floods. In other words, in recent years, due to eutrophication due to industrial wastewater, agricultural chemicals, and organic matter such as nitrogen and phosphorus in domestic wastewater flowing into the reservoir, a large amount of floating phytoplankton has grown near the dam body, causing the stored water to grow. This not only pollutes the water and impairs the water purification function, but also may cause discomfort to users. Also,
Polluted water containing earth and sand flows into reservoirs due to floods, landslides, etc., and may remain there for long periods of time, polluting the stored water.

そこで、従来は、プランクトンの育成を抑制・
減少すべく循環装置により貯水池の上層水と下層
水とを循環させて水温の低下を図り、あるいは水
に含有される土砂・塵埃やプランクトン等を除去
すべく濾過装置や薬品等により濾過・減菌する等
の対策を講じていた。また、洪水等による貯留水
の汚濁を防止すべく洪水時には流入水を直接的に
排出していた。
Therefore, in the past, the growth of plankton was suppressed and
In order to reduce water temperature, a circulation device is used to circulate the upper and lower water in the reservoir to lower the water temperature, or a filtration device or chemicals are used to remove dirt, dust, plankton, etc. contained in the water by filtration and sterilization. The company took measures such as: In addition, in order to prevent the contamination of stored water due to floods, inflow water was directly discharged during floods.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

ところが、従来の装置によるプランクトンの除
去は、その設置や濾過材の交換などに高額の費用
を要するとともに保守管理が煩雑となる不都合が
あり、薬品による除去は、貯留水が飲料水として
利用される場合に、従来の人体への影響を考慮す
れば、著しく危険を伴う不都合がある。また、洪
水時における流入水の連続的な排水によつては、
貯留水の汚濁を防止できないばかりか、貯留水の
減少を招く不都合がある。
However, plankton removal using conventional equipment requires high costs for installation and replacement of filter media, and is complicated to maintain. Removal using chemicals requires the use of stored water as drinking water. In some cases, considering the conventional effects on the human body, there is an inconvenience that is extremely dangerous. In addition, due to continuous drainage of inflow water during floods,
Not only is it impossible to prevent contamination of the reservoir water, but there is also the disadvantage of causing a decrease in the reservoir water.

〔発明の目的〕[Purpose of the invention]

そこでこの発明の目的は、貯留池に流入する貯
留水汚濁の原因となる汚濁原因水を速やかに排出
し得て貯留水の汚濁を防止し得る水中敷設導水装
置を実現することにある。
SUMMARY OF THE INVENTION Therefore, an object of the present invention is to realize an underwater water guiding device that can promptly discharge the water that causes the contamination of the reservoir water that flows into the reservoir, and can prevent the contamination of the reservoir water.

〔問題点を解決するための手段〕[Means for solving problems]

この目的を達成するためにこの発明は、上流側
の貯水池汚濁原因水流入口部位から下流側の貯水
池取水口部位に至る水中に非透水性膜状体により
導水路を形成したことを特徴とする。
In order to achieve this object, the present invention is characterized in that a water conduit is formed by an impermeable membrane-like material in the water from the upstream reservoir pollution-causing water inlet to the downstream reservoir water intake.

〔作用〕[Effect]

この発明の構成によれば、上流側の貯水池汚濁
原因水流入口部位から下流側の貯水池取水口部位
に至る水中に非透水性膜状体により導水路を形成
したことにより、上流側の貯水池汚濁原因水流入
口から貯水池に流入する汚濁原因水を取水口に導
き、速やかに排出することができる。
According to the structure of the present invention, by forming a water conduit with an impermeable membrane-like body in the water from the upstream reservoir pollution-causing water inlet to the downstream reservoir water intake, the upstream reservoir pollution-causing water can be formed. Pollution-causing water flowing into the reservoir from the water inlet can be guided to the water inlet and quickly discharged.

〔実施例〕〔Example〕

次にこの発明の実施例を図に基づいて詳細に説
明する。
Next, embodiments of the present invention will be described in detail based on the drawings.

第1〜6図は、この発明の実施例を示すもので
ある。第1図において、2はダム堤体、4は地
盤、6は貯水池、8は取水口、10は取水路、1
2は放流口である。ダム堤体2と両側の地盤4と
により形成される貯水池6には、源流となる河川
14,14が連絡している。この貯水池6に溜め
られた水は、取水口8から取水路10に流入し、
放流口12から放流される。なお、この取水口8
は、ダム堤体2に設けられることなく、地盤4部
分、あるいは、別途に設置した取水搭に設けられ
る場合がある。
1 to 6 show embodiments of this invention. In Figure 1, 2 is the dam body, 4 is the ground, 6 is the reservoir, 8 is the water intake, 10 is the intake channel, 1
2 is a discharge port. A reservoir 6 formed by the dam body 2 and the ground 4 on both sides is connected to rivers 14, 14 that serve as headwaters. The water stored in this reservoir 6 flows into the intake channel 10 from the water intake port 8,
Water is discharged from the discharge port 12. In addition, this water intake 8
may not be provided on the dam body 2, but may be provided on the ground 4 or on a separately installed water intake tower.

この発明による水中敷設導水装置16は、上流
側の貯水池6に連絡する一の河川14の汚濁原因
水流入口18部位から下流側の前記貯水池6の取
水口8部位に至る水中に、非透水性膜状体20に
より導水路22を形成している。
The underwater water conveying device 16 according to the present invention has an impermeable membrane installed in the water from the inlet 18 of pollution-causing water in the first river 14 connected to the reservoir 6 on the upstream side to the water intake 8 of the reservoir 6 on the downstream side. The shaped body 20 forms a water conduit 22 .

即ち、第2図に示す如く、保持具24で形状を
確保することによつて、非透水性膜状体20によ
り断面略U字形の導水路22を形成する。保持具
24は、第3〜6図に示す如く、四角枠状の保持
具24−1、門型状の保持具24−2、略U字状
の保持具24−3、梯子型の保持具24−4等か
らなり、これら各形状の保持具24−1〜24−
4を適宜選択し組合せて導水路22を形成する。
非透水性膜状体20は、上端に浮体26を取付け
るとともに下端に錘28を取付け、導水路22の
入口30を索体32とアンカ34とにより御荷原
因水流入口18部位に開設するとともに導水路2
2の出口36を索体38とアンカ40とにより取
水口8部位に開設して設ける。
That is, as shown in FIG. 2, by securing the shape with the holder 24, the water impermeable membrane 20 forms a water conduit 22 having a substantially U-shaped cross section. As shown in FIGS. 3 to 6, the holders 24 include a square frame-shaped holder 24-1, a gate-shaped holder 24-2, a substantially U-shaped holder 24-3, and a ladder-shaped holder. 24-4 etc., each of these shapes of holders 24-1 to 24-
4 are appropriately selected and combined to form the water conduit 22.
The non-water permeable membrane body 20 has a floating body 26 attached to its upper end and a weight 28 attached to its lower end, and an inlet 30 of the water conduit 22 is opened at the inlet 18 of the cargo-causing water by means of a rope body 32 and an anchor 34, and the water is guided. Waterway 2
Two outlets 36 are provided at eight water intake ports by means of cables 38 and anchors 40.

このように、非透水性膜状体20によつて、汚
濁原因水流入口18部位から取水口8に至る導水
路22を形成したことにより、上流側の汚濁原因
水流入口18から貯水池6に流入する汚濁原因水
を取水口8に導くことができる。
In this way, by forming the conduit 22 from the pollution-causing water inlet 18 to the water intake 8 using the impermeable membrane-like body 20, the pollution-causing water flows into the reservoir 6 from the pollution-causing water inlet 18 on the upstream side. Pollution-causing water can be guided to the water intake port 8.

これにより、貯水池6に流入する汚濁原因水で
ある産業排水や洪水等における土砂を含んだ汚濁
水を取水口8から速やかに排出することができ
る。
Thereby, polluted water containing soil caused by industrial wastewater, floods, etc. that flows into the reservoir 6 and causes pollution can be quickly discharged from the water intake port 8.

このため、流入する汚濁原因水の速やかな排出
により、産業排水等による富栄養化を防止してプ
ランクトンの生育を抑制し得て、貯留水の汚濁を
防止することができる。また、洪水等における土
砂を含んだ汚濁水の流入による貯留水の汚濁を防
止することができる。これにより、プランクトン
や土砂等の含有されない清浄な水を供給すること
ができる。
Therefore, by promptly discharging the inflowing pollution-causing water, it is possible to prevent eutrophication due to industrial wastewater and the like, suppress the growth of plankton, and prevent pollution of the stored water. Further, it is possible to prevent contamination of stored water due to the inflow of contaminated water containing earth and sand during floods and the like. This makes it possible to supply clean water that does not contain plankton, sediment, or the like.

ところで、貯水池6の貯留水の水位は、流入水
量や取水量によつて上下動する。この水位の上下
動によつて水中敷設導水装置16の敷設位置が移
動することを防止するために、以下の如き支持構
造による支持している。
By the way, the water level of the reservoir 6 fluctuates depending on the amount of inflow water and the amount of water intake. In order to prevent the installation position of the submersible water guide device 16 from shifting due to the vertical movement of the water level, it is supported by the following support structure.

第7,8図に示す如く、水中敷設導水装置16
の浮体26,26に連結索42,42により夫々
補助浮体44,44を連結するとともに貯水池6
の底部46にアンカ48,48を沈設する。この
アンカ48,48に索体50,50の一端を連結
し、各索体50,50の中間を補助浮体44,4
4に滑車等の支持具52,52により延設方向に
摺動可能に支持して設けるとともに、各索体5
0,50の他端に夫々補助錘54,54を連結し
て設ける。
As shown in Figs. 7 and 8, the water conveyance device 16
The auxiliary floating bodies 44, 44 are connected to the floating bodies 26, 26 by connecting cables 42, 42, respectively, and the reservoir 6
Anchors 48, 48 are sunk into the bottom 46 of. One end of the cable bodies 50, 50 is connected to the anchors 48, 48, and the middle of each cable body 50, 50 is connected to the auxiliary floating bodies 44, 4.
4 to be slidably supported in the extending direction by supports 52, 52 such as pulleys, and each rope body 5
Auxiliary weights 54, 54 are connected to the other ends of the 0, 50, respectively.

このように、補助浮体44,44に延設方向に
摺動可能に支持した索体50,50の一端を夫々
アンカ48,48に連結するとともに他端に夫々
補助錘50,50を連結したことにより、第8図
に示す至く貯留水の水位の下動の伴い支持具5
2,52を介して索体50,50は補助錘50,
50側に繰出されるとともに、第7図に示す如く
貯留水の水位の上動に伴い支持具52,52を介
して索体50,50は補助錘50,50側を引込
まれる。このため、索体50,50は常時緊張状
態に維持されることにより、水中敷設導水装置1
6の敷設位置が水位の上下動によつて移動するこ
とを防止できる。これにより、敷設位置の移動に
よる導水路22の形状変形や入口30・出口36
の位置変動を防止して、導水機能を保持すること
ができる。
In this way, one end of the cable bodies 50, 50 supported slidably in the extension direction on the auxiliary floating bodies 44, 44 is connected to the anchors 48, 48, respectively, and the auxiliary weights 50, 50 are connected to the other end, respectively. Due to the lowering of the water level of the stored water as shown in FIG.
2, 52, the cable bodies 50, 50 are connected to the auxiliary weights 50,
At the same time, as shown in FIG. 7, as the level of the stored water moves upward, the cables 50, 50 are pulled in to the auxiliary weights 50, 50 side via the supports 52, 52. Therefore, the cable bodies 50, 50 are always maintained in a tensioned state, so that the underwater water guiding device 1
It is possible to prevent the installation position of No. 6 from moving due to the vertical movement of the water level. This prevents the shape of the water conduit 22 from changing due to the movement of the installation position, and the inlet 30 and outlet 36
It is possible to prevent positional fluctuations and maintain the water guiding function.

第9,10図は、水中敷設導水装置16の支持
構造の別の実施例を示すものである。この支持構
造においては、各索体50,50の一端を夫々ア
ンカ48,48に連結するとともに他端を結合し
て単一の補助錘50を連結して設けている。この
ように、各索体50,50の他端を結合して単一
の補助錘50を連結したことにより、各索体5
0,50の繰出し量・引込量が不等になることな
く等しくすることができ、水位の上下動に適切に
追従して敷設位置の移動を防止でき、導水機能を
より確実に保持することができる。
9 and 10 show another embodiment of the support structure for the underwater water guiding device 16. In this support structure, one end of each cable body 50, 50 is connected to the anchors 48, 48, respectively, and the other end is connected to form a single auxiliary weight 50. In this way, by connecting the other ends of each cable body 50 and 50 to connect a single auxiliary weight 50, each cable body 5
0 and 50 can be made equal without being unequal, it can appropriately follow the vertical movement of the water level and prevent the installation position from shifting, and the water conveyance function can be maintained more reliably. can.

なお、導水路22の形状は、この実施例に限定
されるものではなく、断面U字形のものやV型の
ものとすることもできる。
Note that the shape of the water conduit 22 is not limited to this embodiment, and may be U-shaped or V-shaped in cross section.

また、導水路22の入口30側と出口36側と
の形状については、第11図に示す如く、入口3
0に非透水性膜状体20により上流側に向つて拡
開する入口側拡開部56を設けるとともみ、出口
36に非透水性膜状体20により下流側に向つて
拡開する出口側拡開部58を設けることもでき
る。これら入口側拡開部56及び出口側拡開部5
8には、それぞれ浮体26及び錘28を取付けて
いる。
Further, regarding the shape of the inlet 30 side and the outlet 36 side of the water conduit 22, as shown in FIG.
0 is provided with an inlet side widening part 56 that expands toward the upstream side by the impermeable membrane-like body 20, and an outlet side that expands toward the downstream side by the impermeable membrane-like body 20 at the outlet 36. An enlarged portion 58 may also be provided. These inlet side enlarged portion 56 and outlet side enlarged portion 5
8, a floating body 26 and a weight 28 are respectively attached.

前記入口側拡開部56の展張状態及び拡開状態
によつて、導水路22に流入する汚濁原因水の流
入量を調整することができる。また、ダム堤体2
の取水口8から取水される流出量が大となり導水
路22の非透水性膜状体20に強い負圧が作用す
る場合に、出口側拡開部58によつて、出口36
から流出する汚濁原因水の流出量により緩衝し、
前記非透水性膜状体20に作用する負圧を低減さ
せ得て、非透水性膜状体22に大きな抵抗が加担
されることを回避し得て、強度的に有利である。
The amount of pollution-causing water flowing into the water conduit 22 can be adjusted by the expanded state and expanded state of the inlet side expanded portion 56. In addition, dam body 2
When the amount of water taken in from the water intake port 8 is large and a strong negative pressure acts on the water impermeable membrane 20 of the water conduit 22, the outlet 36 is
buffered by the amount of pollution-causing water flowing out from the
It is possible to reduce the negative pressure acting on the water-impermeable membrane-like body 20, and it is possible to avoid adding large resistance to the water-impermeable membrane-like body 22, which is advantageous in terms of strength.

なお、入口側拡開部56及び出口側拡開部58
を構成する非透水性膜状体20は、流量に増減に
応じて適宜、追加延長並びに短縮することができ
るものである。また、この入口側拡開部56及び
出口側拡開部58は、用途に応じて、水の透過を
許容する一方、水に含有される浮遊物の透過を阻
止し得る所要大きさの目を有して織られた織地よ
りなる透水性膜状体により形成することもでき
る。
In addition, the inlet side enlarged part 56 and the outlet side enlarged part 58
The water-impermeable membrane-like body 20 constituting the pump can be further extended or shortened as appropriate depending on the increase or decrease in the flow rate. In addition, depending on the application, the inlet side widening part 56 and the outlet side widening part 58 have an opening of a required size that allows water to pass through while preventing the floating substances contained in the water from passing through. It can also be formed from a water-permeable membrane-like body made of a woven fabric.

なお、この発明による水中敷設導水装置16
は、汚濁原因水を速やかに排出するものである
が、上流側の清水を貯水池に滞留する汚濁水に混
入することなく取水して供給することも可能であ
る。また、石油の海上船舶での移送(陸揚げ等)
の際、並びに船舶事故の際の石油流出に対しては
オイルフエンス等により予防、防止策がとられて
いる。しかし、この対策はあく迄その周辺を包囲
するにとどまつている。この非透水性膜状対を耐
火性、耐熱性膜状帯として使用することにより、
包囲部から誘導し安全区域での消火並びに処理を
可能とすることができる。これは、毒物、劇薬物
の流出の際においても同様で、周辺の水に混入し
被害が拡大するのを防止することができる。
Note that the underwater water guiding device 16 according to the present invention
The system quickly discharges water causing pollution, but it is also possible to take in and supply fresh water from the upstream side without mixing it with the polluted water stagnant in the reservoir. Also, the transfer of oil by sea vessels (landing, etc.)
Preventive measures such as oil fences are taken to prevent oil spills during accidents and ship accidents. However, these measures have only been able to encircle the area. By using this water-impermeable membrane as a fire-resistant and heat-resistant membrane band,
It can be guided from the surrounding area to enable fire extinguishing and processing in a safe area. This also applies in the event of a spill of poisonous substances or powerful drugs, and can prevent the spread of damage caused by contamination with surrounding water.

〔発明の効果〕〔Effect of the invention〕

このようにこの発明によれば、上流側の貯水池
御濁原因水流入口部位から下流側の前記貯水池取
水口部位に至る水中に非透水性膜状体により導水
路を形成したことにより、上流側の貯水池汚濁原
因水流入口から貯水池に流入する汚濁原因を取水
口に導き、速やかに排出することができる。
As described above, according to the present invention, a water conduit is formed by an impermeable membrane in the water from the upstream reservoir water inlet to the downstream reservoir water intake. It is possible to guide pollution causes flowing into the reservoir from the water inlet into the reservoir and quickly discharge them.

このため、流入する汚濁原因水の速やかな排出
により、産業排水等による富栄養化を防止してプ
ランクトンの生育を抑制し得て、貯留水の汚濁を
防止し得る。また、洪水等における土砂を含んだ
汚濁水の流入による貯留水の汚濁を防止し得る。
これにより、プランクトンや土砂等の含有されな
い清浄な水を供給することができる。
Therefore, by quickly discharging the inflowing pollution-causing water, it is possible to prevent eutrophication due to industrial wastewater and the like, suppress the growth of plankton, and prevent pollution of the stored water. Further, it is possible to prevent the contamination of stored water due to the inflow of polluted water containing earth and sand during floods and the like.
This makes it possible to supply clean water that does not contain plankton, sediment, or the like.

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

第1〜6図は、この発明の実施例を示し、第1
図は水中敷設導水装置の敷設説明図、第2図は導
水路の斜視図、第3〜6図は夫々保持具の斜視図
である。第7,8図は、水中敷設導水装置の支持
構造を示す夫々高水位と低水位との断面説明図で
ある。第9,10は、水中敷設導水装置の別の支
持構造を示す夫々高水位と低水位との断面説明図
である。第11図は、水中敷設導水装置に入口側
拡開部及び出口側拡開部を設けた斜視図である。 図において、2はダム堤体、4は地盤、6は貯
水池、8は取水口、14は河川、16は水中敷設
導水装置、18は汚濁原因水流入口、20は非透
水性膜状体、22は導水路、24は保持具、26
は浮体、28は錘、30は入口、36は出口、4
4は補助浮体、48はアンカ、50は索体、52
は支持具、54は補助錘、56は入口側拡開部、
58は出口側拡開部である。
1 to 6 show embodiments of the present invention, and the first
The figure is an explanatory view of the installation of the underwater water conveyance device, FIG. 2 is a perspective view of the water conduit, and FIGS. 3 to 6 are perspective views of the holder, respectively. FIGS. 7 and 8 are explanatory cross-sectional views at a high water level and a low water level, respectively, showing the support structure of the underwater water guiding device. Nos. 9 and 10 are cross-sectional explanatory views at a high water level and a low water level, respectively, showing another support structure of an underwater water guiding device. FIG. 11 is a perspective view of the underwater water guiding device provided with an inlet side widening part and an outlet side widening part. In the figure, 2 is the dam body, 4 is the ground, 6 is the reservoir, 8 is the water intake, 14 is the river, 16 is the underwater conveyance device, 18 is the inlet of pollution-causing water, 20 is the non-permeable membrane, 22 is a water conduit, 24 is a holder, 26
is a floating body, 28 is a weight, 30 is an inlet, 36 is an outlet, 4
4 is an auxiliary floating body, 48 is an anchor, 50 is a cable body, 52
is a support, 54 is an auxiliary weight, 56 is an entrance side expansion part,
Reference numeral 58 denotes an outlet side enlarged portion.

Claims (1)

【特許請求の範囲】[Claims] 1 上流側の貯水池汚濁原因水流入口部位から下
流側の貯水池取水口部位に至る水中に非透水性膜
状体により導水路を形成したことを特徴とする水
中敷設導水装置。
1. An underwater water conveyance device characterized by forming a water conduit using an impermeable membrane in the water from an upstream reservoir pollution-causing water inlet to a downstream reservoir water intake.
JP1557289A 1989-01-25 1989-01-25 Underwater water conveyance device Granted JPH02197611A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1557289A JPH02197611A (en) 1989-01-25 1989-01-25 Underwater water conveyance device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1557289A JPH02197611A (en) 1989-01-25 1989-01-25 Underwater water conveyance device

Publications (2)

Publication Number Publication Date
JPH02197611A JPH02197611A (en) 1990-08-06
JPH0543009B2 true JPH0543009B2 (en) 1993-06-30

Family

ID=11892451

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1557289A Granted JPH02197611A (en) 1989-01-25 1989-01-25 Underwater water conveyance device

Country Status (1)

Country Link
JP (1) JPH02197611A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7224602B2 (en) * 2020-02-28 2023-02-20 田中鉄筋工業株式会社 river structure

Also Published As

Publication number Publication date
JPH02197611A (en) 1990-08-06

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