JP2694358B2 - Underwater laying water conduit - Google Patents

Underwater laying water conduit

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Publication number
JP2694358B2
JP2694358B2 JP208989A JP208989A JP2694358B2 JP 2694358 B2 JP2694358 B2 JP 2694358B2 JP 208989 A JP208989 A JP 208989A JP 208989 A JP208989 A JP 208989A JP 2694358 B2 JP2694358 B2 JP 2694358B2
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JP
Japan
Prior art keywords
water
reservoir
inlet
intake
film
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
JP208989A
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Japanese (ja)
Other versions
JPH02183005A (en
Inventor
文夫 梅林
Original Assignee
岡三興業株式会社
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Priority to JP208989A priority Critical patent/JP2694358B2/en
Publication of JPH02183005A publication Critical patent/JPH02183005A/en
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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用導水装置に係り、特に洪水等に
よる貯留水の汚濁を防止し得て、また、土砂・塵埃やプ
ランクトン等の含有されない清浄な水を供給し得る水中
敷設用導水装置に関する。
Description: TECHNICAL FIELD The present invention relates to a water conduit device for underwater laying, which can prevent pollution of stored water due to floods and the like, and does not contain earth and sand, dust, plankton or the like. The present invention relates to a water conveyance device for underwater installation that can supply clean water.

〔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、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。また、近年、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
によって、ダム堤体の付近に多量の浮遊性植物プランク
トンが生育することがある。このプランクトンは、日光
の到達可能深度内で、水温が高く、且つ水の動かないダ
ム堤体近傍の水面近くに浮遊しており、単体では数ミク
ロンと微少であるが、生育に伴い集団を形成し、著しい
臭気を発生するものがある。このように土砂やプランク
トンなどの含有物を含んだ水を供給すると、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。
Reservoirs such as dams and lakes have been established to secure water resources and ensure a stable supply. Reservoirs have the function of flood control and water use such as storage of inflow water and appropriate supply of stored water. The water stored in this reservoir should be fresh water, but polluted water containing sediment may flow into the reservoir due to flooding, cliffs, etc., and may accumulate for a long period of time to pollute the stored water. Further, in recent years, a large amount of floating phytoplankton may grow near the dam embankment due to eutrophication by industrial wastewater and pesticides flowing into the reservoir and organic substances such as nitrogen and phosphorus in domestic wastewater. This plankton floats near the surface of the water near the dam dam where the water temperature is high and the water does not move within the reachable depth of sunlight, and although it is a few micrometer alone, it forms a group with growth. However, there are some that generate a significant odor. When the water containing the inclusions such as earth and sand and plankton is supplied in this way, not only the water purification function is hindered but also the user may feel uncomfortable.

そこで、従来は、洪水等による汚濁した水の貯留を防
止すべく洪水時には流入水を排出していた。また、プラ
ンクトンの生育を抑制・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などにより濾過・減菌する等
の対策を講じていた。
Therefore, conventionally, inflow water was discharged at the time of flood in order to prevent the storage of polluted water due to floods and the like. In addition, in order to suppress and reduce the growth of plankton, the circulation device circulates the upper and lower layers of the reservoir to lower the water temperature,
Alternatively, measures such as filtering and sterilizing with a filtering device and chemicals were taken to remove the dirt, dust, and plankton contained in the water.

〔発明が解決しようとする問題点〕[Problems to be solved by the invention]

ところが、流入水の連続的な排水によっては、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。また、従来の装置や薬品等による除去は、そ
の設備や濾過材の交換などに高額の費用を要するととも
に保守管理が煩雑である不都合があった。
However, the continuous drainage of the inflowing water has the disadvantage that not only the pollution of the stored water cannot be prevented but also the stored water decreases. In addition, the conventional removal using a device, chemicals, etc. has a disadvantage in that it requires a high cost for replacing the equipment and the filtering material and the maintenance is complicated.

例えば、貯水池の上層水と下層水とを循環させるもの
にあっては、広大な貯水池に多数の循環装置を設置しな
ければ確実な効果を挙げられず、構造の複雑化・大型化
を招き、しかも装置が稼動するのは高温期の7〜9月の
短期間であり、従って残余の期間は不要となるが、多数
の循環装置の維持管理には多大の労力を要する。このた
め、構造の複雑化・大型化により設置や管理が困難であ
り、設置性が悪く、費用の高騰を招き、保守管理が煩雑
である不都合があった。また、貯水池内に大量の薬品を
投与し、これら浮遊性植物プランクトンを除去・死滅せ
しめようとする行為は、その水が飲料水として利用され
る場合、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。
For example, in the one that circulates the upper and lower layers of water in a reservoir, unless a large number of circulation devices are installed in a vast reservoir, the reliable effect cannot be obtained, and the structure becomes complicated and large. In addition, the device operates for a short period of July to September in the high temperature period, and thus the remaining period is unnecessary, but a great deal of labor is required to maintain and manage many circulating devices. For this reason, there is a problem that installation and management are difficult due to the complexity and size of the structure, the installability is poor, the cost rises, and the maintenance management is complicated. In addition, the action of administering a large amount of chemicals to the reservoir and attempting to remove and kill these floating phytoplankton, if the water is used as drinking water, considering the conventional effects on the human body, There are inconveniences that are extremely dangerous.

さらに、貯水池の取水口を包囲して膜状の濾過材を敷
設することにより、土砂やプランクトン等の除去が可能
であるが、取水量が多いと目詰まりを生じさせるため、
濾過材の定期的な清掃・除去作業を必要とすることによ
り、保守管理が煩雑である不都合があった。また、この
目詰まりにより抵抗が大となることを考慮して、濾過材
を大なる強度をもって敷設しなければならず、また目詰
まりによる抵抗を減少すべく取水口から離間させてプラ
ンクトンの生育し難い場所に濾過材を敷設すると、濾過
材の面積を大としなければならないことにより設置の費
用が高騰する不都合があった。
Furthermore, it is possible to remove sediment, plankton, etc. by laying a membrane filter around the intake of the reservoir, but if the intake is large, it will cause clogging.
Since there is a need for regular cleaning / removal work of the filter medium, there has been an inconvenience that maintenance is complicated. In addition, the filter media must be laid with great strength in consideration of the increase in resistance due to this clogging, and the plankton should grow away from the intake to reduce the resistance due to clogging. If the filter material is laid in a difficult place, the area of the filter material must be large, which causes a problem of high installation cost.

〔発明の目的〕[Object of the invention]

そこで、この発明の目的は、洪水等による貯留水の汚
濁を防止し得て、また、土砂やプランクトン等の含有さ
れない清浄な水を供給し得る水中敷設用導水装置を実現
することにある。
Therefore, an object of the present invention is to realize an underwater laying water guiding apparatus that can prevent the pollution of stored water due to floods and the like and can supply clean water that does not contain sediment or plankton.

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

この目的を達成するために、この発明は、上流側の貯
水池流水流入口部位から下流側の前記貯水池取水口部位
に至る水中に水の透過を許容する一方この水に含有され
る含有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膜状体により水路を形成したことを
特徴とする。
In order to achieve this object, the present invention allows the permeation of water into the water from the reservoir flowing water inlet part on the upstream side to the reservoir intake part on the downstream side, while permeating the inclusions contained in the water. It is characterized in that the water channel is formed by a film-like body made of a woven fabric having a required size of meshes capable of preventing the above-mentioned.

〔作用〕[Action]

この発明によれば、上流側の貯水池流水流入口部位か
ら下流側の前記貯水池取水口部位に至る水中に水の透過
を許容する一方この水に含有される含有物の透過を阻止
し得る所要大きさの目を有して織られた織地よりなる膜
状体により水路を形成したことにより、上流側の貯水池
流水流入口に流入する水を取水口の導くことができる。
これにより、洪水等により貯水池に流入する汚濁した水
を取水口から取水して早急に排出することができ、ま
た、平常時には冷たく、かつ流れている水を取水口から
取水して供給することができる。
According to the present invention, the required size that allows the permeation of water in the water from the reservoir water flow inlet part on the upstream side to the water reservoir intake part on the downstream side, while preventing the permeation of the inclusions contained in the water. Since the water channel is formed by the film-like body made of the woven fabric having the kerfs, the water flowing into the water flow inlet of the reservoir on the upstream side can be guided to the water inlet.
As a result, the polluted water that flows into the reservoir due to a flood or the like can be taken from the intake port and discharged immediately, and in normal times, cold and flowing water can be taken from the intake port and supplied. it can.

〔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, an embodiment of the present invention will be described in detail with reference to the drawings.

第1〜5図は、この発明のダム等における一実施例を
示すものである。第1・2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、12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の流水流入口14には、源流となる河川16
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、第1図のコンクリート式のダム
の如くダム堤体2に設けられる場合と、第2図のロック
フィル式のダムの如くダム堤体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塔等に設け
られる場合とがある。
1 to 5 show an embodiment of a dam or the like according to the present invention. In Figures 1 and 2, 2 is a dam bank,
4 is the ground, 6 is a reservoir, 8 is an intake, 10 is an intake channel, and 12 is an outlet. At the flowing water inlet 14 of the reservoir 6 formed by the dam body 2 and the ground 4 on both sides, the river 16
Has contacted. The water stored in the reservoir 6 flows into the intake channel 10 from the intake port 8 and is discharged from the discharge port 12.
The intake 8 is provided on the dam body 2 like the concrete dam shown in FIG. 1 and is not provided on the dam body 2 like the rock fill dam shown in FIG. In some cases, it may be provided in a part or in a water intake tower or the like installed separately.

この発明による水中敷設用導水装置18は、上流側の貯
水池6の流水流入口14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、水の透過を許容する一方こ
の水に含有される含有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膜状体20により水路
22を形成している。
The underwater laying water guide device 18 according to the present invention allows water to permeate into the water from the flowing water inlet 14 part of the upstream reservoir 6 to the intake 8 part of the downstream reservoir 6 while containing it in the water. Channels by means of a membrane body 20 made of a woven fabric having a mesh of a required size capable of preventing the permeation of contained substances.
22 are formed.

即ち、第3〜5図に示す如く、治具24で形状を確保す
ることによって膜状体20により断面略U字形の水路22を
形成し、膜状体20の上端に浮体26を取付けるとともに下
端に錘28を取付け、水路22の入口30を索体32とアンカ34
とにより流水流入口14部位に開設するとともに水路22の
出口36を取水口8を包囲して設けた浮遊物除去装置38の
浮遊物除去膜状体40に連結することにより取水口8部位
に開設して設ける。
That is, as shown in FIGS. 3 to 5, a water channel 22 having a substantially U-shaped cross section is formed by the film body 20 by securing the shape with a jig 24, and the floating body 26 is attached to the upper end of the film body 20 and the lower end is formed. Attach the weight 28 to the water channel 22, and connect the inlet 30 of the waterway 22 to the rope 32 and the anchor 34.
And the outlet 36 of the water channel 22 are connected to the floating substance removing film 40 of the floating substance removing device 38 which surrounds the water inlet 8 by opening the inlet 36 at the inlet 8 position. Set up.

なお、前記浮遊物除去装置38は、水の透過を許容する
一方含有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浮遊物除去膜状体40を、前記取水
口8を包囲して、所定の深さに、水の流れ方向に対して
所定の形態に展張して設けることにより、水面近くに多
量に浮遊するプランクトン等の含有物を水の流れ方向の
上流側の膜面により除去し得て、膜面上に除去されて堆
積し死滅した含有物を水の流れ方向の下流側下方に容易
に剥離・脱落させ得て目詰まりを回避することができ、
濾過機能を維持し得て、含有物を適切に除去し得て保守
管理を容易にすることができるものである。また、符号
42は流木除去装置であり、目の大きな流木除去膜状体44
を浮遊物除去装置38の上流側に展張して設けている。な
お、浮遊物除去装置38の浮遊物除去膜状体40及び流木除
去装置42の流木除去膜状体44は、それぞれ浮体46及び水
48を取付け、索体50及びアンカ52により展設している。
The floating substance removing device 38 is a floating substance removing film-like body 40 made of a woven fabric having a mesh of a required size that allows the permeation of water while blocking the permeation of inclusions, By surrounding the water intake port 8 and extending it in a predetermined shape at a predetermined depth in the flow direction of the water, inclusions such as plankton floating in a large amount near the water surface can be dispersed in the water flow direction. The inclusions that can be removed by the upstream film surface and that have been removed and accumulated on the film surface and have died can be easily separated and dropped down the downstream side in the flow direction of water to avoid clogging. ,
The filtration function can be maintained, and the contents can be appropriately removed, and maintenance can be facilitated. Also, the sign
42 is a driftwood removing device, which has a large-sized driftwood removing film 44
Is provided on the upstream side of the suspended matter removing device 38. The floating substance removing film 40 of the floating substance removing device 38 and the driftwood removing film 44 of the driftwood removing device 42 are the floating body 46 and the water, respectively.
48 is attached and is extended by the rope 50 and the anchor 52.

このように、膜状体20によって、流水流入口14部位か
ら取水口8に至る水路22を形成したことによって、上流
側の流水流入口14に河川16から流入する錘を取水口8に
導くことができる。
In this way, by forming the water passage 22 from the portion of the flowing water inlet 14 to the water intake 8 by the film body 20, it is possible to guide the weight flowing from the river 16 to the flowing water inlet 14 on the upstream side to the water intake 8. You can

これにより、例えば洪水等により貯水池6に流入する
汚濁した水を取水口8から取水して早急に排出すること
ができ、また、平常時には冷たく、かつ流れている水を
取水口8から取水して供給することができる。
As a result, for example, polluted water flowing into the reservoir 6 due to a flood or the like can be taken from the water inlet 8 and discharged immediately, and in normal times, cold and flowing water can be taken from the water inlet 8. Can be supplied.

このため、流入する汚濁した水の早急な排出により、
洪水等による貯留水の汚濁を防止することができる。ま
た、暖かく、かつ流れずに滞留しているという浮遊性植
物プランクトンの生育条件と相反する冷たく、かつ流れ
ている水の取水により、土砂やプランクトン等の含有さ
れない清浄な水を供給することができる。さらに、水路
22内の圧力が水路22外の圧力に対して負となることを利
用して、取水口8近傍でのプランクトン等を含有する水
路22外の水を濾過して水路22内に呼込み、清浄な水とし
て供給することができるものである。なお、水路22内の
圧力が水路22外の圧力に対して正となった場合には、水
路22内の水が水路22外に押出されるので、膜状体20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。
Therefore, due to the prompt discharge of polluted water that flows in,
It is possible to prevent pollution of stored water due to floods and the like. In addition, it is possible to supply clean water that does not contain sediment, plankton, etc. by the intake of cold and flowing water that conflicts with the growth condition of floating phytoplankton that is warm and stays without flowing. . Furthermore, the waterway
By utilizing the fact that the pressure inside 22 is negative with respect to the pressure outside water channel 22, the water outside channel 22 containing plankton and the like near intake 8 is filtered and called into water channel 22 to clean it. It can be supplied as water. When the pressure in the water channel 22 is positive with respect to the pressure outside the water channel 22, the water in the water channel 22 is pushed out of the water channel 22, so that a large resistance is added to the film body 20. This can be avoided, which is advantageous in terms of strength.

第6図は、この発明の別の実施例を示すものである。 FIG. 6 shows another embodiment of the present invention.

この実施例においては、水中敷設用導水装置18の水路
22を浮遊物除去装置38の浮遊物除去膜状体40を横断して
延設し、水路22の出口36を取水口8部位に開設してい
る。
In this embodiment, the water channel of the water conveyance device 18 for underwater installation
22 is extended across the floating substance removing film 40 of the floating substance removing device 38, and the outlet 36 of the water channel 22 is opened at the water inlet 8 site.

この実施例によれば、前述実施例と同様の効果を奏し
得て、さらに水路22の出口36を取水口8近傍に開設した
ことにより、流水流入口14の水を直接的に取水口8に導
くことができ、汚濁した水をより早急に排出して貯留水
の汚濁をさらに確実に防止し得て、また土砂やプランク
トン等の含有されない清浄な水をより確実に供給するこ
とができる。
According to this embodiment, the same effect as that of the above-described embodiment can be obtained, and the outlet 36 of the water channel 22 is opened near the water inlet 8, so that the water at the running water inlet 14 is directly supplied to the water inlet 8. Therefore, the polluted water can be discharged more promptly to prevent the polluted water from being polluted more reliably, and the clean water containing no sediment or plankton can be supplied more reliably.

第7図は、さらに別の実施例を示すものである。 FIG. 7 shows still another embodiment.

この実施例においては、浮遊物除去装置38の浮遊物除
去膜状体40を取水口8から離間させ流水流入口14部位に
近接して敷設し、この浮遊物除去膜状体40の膜面54に水
中敷設導水装置18の水路22の入口30を連絡して開設する
とともに水路22の出口36を取水口8部位に開設してい
る。
In this embodiment, the floating material removing film 40 of the floating material removing device 38 is laid away from the water inlet 8 in the vicinity of the flowing water inlet 14 and the film surface 54 of the floating material removing film 40 is placed. The entrance 30 of the water channel 22 of the underwater laying and guiding device 18 is connected and opened, and the exit 36 of the water channel 22 is opened at the eight water openings.

この実施例によれば、前述実施例と同様の効果を奏し
得て、さらに水路22の入口30を浮遊物除去膜状体40の膜
面54に連絡して開設するとともに水路22の出口36を取水
口8部位に開設したことにより、前述実施例よりも水路
22の全長が短いにもかかわらず、浮遊物除去膜状体40の
面膜54により入口30から流入する水の含有物を除去し得
て、取入口8に清浄な水を導くことができる。
According to this embodiment, the same effect as that of the above-described embodiment can be obtained, and further, the inlet 30 of the water channel 22 is connected to the membrane surface 54 of the suspended solids removal membrane 40 and opened, and the outlet 36 of the water channel 22 is opened. Due to the opening of 8 intakes
Even though the total length of 22 is short, the surface film 54 of the suspended solid removing film 40 can remove the water content flowing in from the inlet 30, and can guide clean water to the inlet 8.

なお、水路22の形状は、この実施例に限定されるもの
ではなく、断面がU字形のものやV型のもの、あるい
は、水路22の全てを膜状体20で囲うことなく両側に膜状
体20を平行に並べてもよい。
The shape of the water channel 22 is not limited to this embodiment, and the U-shaped or V-shaped cross section is used, or the water channel 22 is not surrounded by the film-shaped body 20 but is film-shaped on both sides. The bodies 20 may be arranged in parallel.

また、水路20の入口30の形状も、例えば第8図に示す
如く、上流側に向って拡開して形成するとともに入口30
の入口膜状体56を設けることにより、さらに水を水路20
に誘導させることができるとともに含有物を除去し得
て、取水口8に導く清浄な水の量を増加させることがで
きるものである。
The shape of the inlet 30 of the water channel 20 is also expanded and formed toward the upstream side as shown in FIG.
By providing the inlet membrane 56 of the
The amount of clean water introduced to the water intake port 8 can be increased while the content can be removed.

〔発明の効果〕〔The invention's effect〕

このようにこの発明によれば、上流側の貯水池流水流
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、水の透過を許容する一方この水に含有される含有物
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
地よりなる膜状体により水路を形成したことにより、上
流側の貯水池流水流入口に流入する水を取水口の導くこ
とができる。これにより、洪水等により貯水池に流入す
る汚濁した水を取水口から取水して早急に排出すること
ができ、また、平常時には冷たく、かつ流れている水を
取水口から取水して供給することができる。
Thus, according to the present invention, water is allowed to permeate into the water from the reservoir water flow inlet part on the upstream side to the reservoir intake part on the downstream side, while the permeation of the inclusions contained in the water is blocked. By forming the water channel by the film-like body made of the woven fabric having the required size of mesh, it is possible to guide the water flowing into the reservoir water flow inlet on the upstream side to the water inlet. As a result, the polluted water that flows into the reservoir due to a flood or the like can be taken from the intake port and discharged immediately, and in normal times, cold and flowing water can be taken from the intake port and supplied. it can.

このため、流入する汚濁した水の早急な排出により、
洪水等による貯留水の汚濁を防止し得る。また、暖か
く、かつ流れずに滞留しているという浮遊性植物性プラ
ンクトンの生育条件と相反する冷たく、かつ流れている
水の取水により、土砂やプランクトン等の含有されない
清浄な水を供給することができる。さらに、水路内の圧
力が水路外の圧力に対して負となることを利用して、取
水口近傍のプランクトン等を含有する水路外の水を濾過
して水路内に呼込み、清浄な水として供給することがで
きるものである。なお、水路内の圧力が水路外の圧力に
対して正となった場合には、水路内の水が水路外に押出
されるので、膜状体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。
Therefore, due to the prompt discharge of polluted water that flows in,
It is possible to prevent pollution of stored water due to floods. In addition, it is possible to supply clean water that does not contain sediment, plankton, etc. by the intake of cold and flowing water, which contradicts the growth condition of floating phytoplankton, which is warm and stays without flowing. it can. Furthermore, by utilizing the fact that the pressure inside the waterway is negative with respect to the pressure outside the waterway, the water outside the waterway that contains plankton, etc. near the intake is filtered and called into the waterway and supplied as clean water. Is what you can do. When the pressure in the water channel becomes positive with respect to the pressure outside the water channel, the water in the water channel is pushed out of the water channel, so that it is possible to avoid adding a large resistance to the film body. Therefore, it is advantageous in terms of strength.

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

第1〜5図はこの発明の一実施例を示し、第1図はコン
クリート式のダムによる貯水池に実施した場合に平面
図、第2図はロックフィル式のダムの貯水池に実施した
場合の平面図、第3〜4図はそれぞれ水路の入口部位と
中間部位と出口部位の斜視図である。第6図はこの発明
の別の実施例を示す平面図、第7図はさらに別の実施例
を示す平面図、第8図は水路の入口の別の実施例を示す
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は流水流入口、16は河川、18は水中敷設用
導水装置、20は膜状体、22は水路、24は治具、26は浮
体、28は錘、30は入口、32は索体、34はアンカ、36は出
口、38は浮遊物除去装置、42は流木除去装置、54は膜
面、56は入口膜状体である。
1 to 5 show an embodiment of the present invention, FIG. 1 is a plan view when it is applied to a concrete dam reservoir, and FIG. 2 is a plan view when it is applied to a rockfill dam reservoir. FIGS. 3 and 4 are perspective views of an inlet portion, an intermediate portion and an outlet portion of a water channel, respectively. FIG. 6 is a plan view showing another embodiment of the present invention, FIG. 7 is a plan view showing still another embodiment, and FIG. 8 is a perspective view showing another embodiment of the inlet of the water channel. In the figure, 2 is dam dam, 4 is ground, 6 is reservoir, 8
Is an intake port, 14 is a running water inlet, 16 is a river, 18 is a water guiding device for underwater installation, 20 is a membrane, 22 is a water channel, 24 is a jig, 26 is a floating body, 28 is a weight, 30 is an inlet, 32 Is a cord, 34 is an anchor, 36 is an outlet, 38 is a suspended matter removing device, 42 is a driftwood removing device, 54 is a membrane surface, and 56 is an inlet membrane.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】上流側の貯水池流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水の透過を許容す
る一方この水に含有される含有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膜状体によ
り水路を形成したことを特徴とする水中敷設用導水装
置。
1. A required size capable of allowing water to permeate into water from an inlet part of a reservoir on the upstream side to a part of the intake part of a reservoir on the downstream side, while preventing permeation of inclusions contained in the water. A water conduit for underwater laying, characterized in that a water channel is formed by a film-like body made of a woven fabric having an eye.
JP208989A 1989-01-10 1989-01-10 Underwater laying water conduit Expired - Lifetime JP2694358B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP208989A JP2694358B2 (en) 1989-01-10 1989-01-10 Underwater laying water conduit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP208989A JP2694358B2 (en) 1989-01-10 1989-01-10 Underwater laying water conduit

Publications (2)

Publication Number Publication Date
JPH02183005A JPH02183005A (en) 1990-07-17
JP2694358B2 true JP2694358B2 (en) 1997-12-24

Family

ID=11519621

Family Applications (1)

Application Number Title Priority Date Filing Date
JP208989A Expired - Lifetime JP2694358B2 (en) 1989-01-10 1989-01-10 Underwater laying water conduit

Country Status (1)

Country Link
JP (1) JP2694358B2 (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
JPH02183005A (en) 1990-07-17

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