JPS6124713A - Water-intake and drainage device - Google Patents

Water-intake and drainage device

Info

Publication number
JPS6124713A
JPS6124713A JP14526184A JP14526184A JPS6124713A JP S6124713 A JPS6124713 A JP S6124713A JP 14526184 A JP14526184 A JP 14526184A JP 14526184 A JP14526184 A JP 14526184A JP S6124713 A JPS6124713 A JP S6124713A
Authority
JP
Japan
Prior art keywords
water
intake
drainage port
area
fence
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
JP14526184A
Other languages
Japanese (ja)
Other versions
JPH06982B2 (en
Inventor
Hitoshi Hatano
倫 波多野
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.)
Nihon Solid Co Ltd
Original Assignee
Nihon Solid 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 Nihon Solid Co Ltd filed Critical Nihon Solid Co Ltd
Priority to JP59145261A priority Critical patent/JPH06982B2/en
Publication of JPS6124713A publication Critical patent/JPS6124713A/en
Publication of JPH06982B2 publication Critical patent/JPH06982B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B9/00Water-power plants; Layout, construction or equipment, methods of, or apparatus for, making same
    • E02B9/02Water-ways
    • E02B9/04Free-flow canals or flumes; Intakes
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Cleaning Or Clearing Of The Surface Of Open Water (AREA)

Abstract

PURPOSE:To prevent the occurrence of turbidity even at the time of small amount of water, by a method wherein surrounding is enclosed by means of an underwater fence which is water permeable but prevents the flow of turbidity particle, a floating water-conveyance conduit having an intake and drainage port is installed, and water is collected and drained in the position of a surface part. CONSTITUTION:An intake drainage device B is adapted to suck water from the outside into a fence surrounding area 2', prevent enterance of turbidity particle with the aid of an underwater fence 1', and suck only clean water through an intake drainage port 3'a into a flexible water-conveyance duct 3'. The water is drained through an intake drainage port 3a by means of a water-conveyance duct 3 of an intake drainage device A, and even if turbid particle is contained in the water, the water is prevented from flowing out to the outside. When a water level is lowered, since the water-conveyance pipe 3' is flexible, the intake drainage port 3'a is moved alongwith lowering of a water level for intake. This, since the intake drainage port can always be positioned to the surface part of a water area, enables water to be always sucked and drained in a clean state.

Description

【発明の詳細な説明】 産業上の利用分野 本発明は、取水排水装置に係り、例えばダムの水を放流
したり、揚水発電用ダムの揚水の際に取水又は排水する
ときに汚濁の生じないようにした装置に関する。
DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention relates to a water intake/drainage device, which prevents pollution from occurring when, for example, water is discharged from a dam or when water is taken in or discharged from a dam for pumping storage power generation. The present invention relates to a device that does this.

従来の技術 例えば揚水発電のために設けられるダムは二重のダムと
して構成され、例えば昼間に上のダムの水が発電に使用
されるとともに、その使用済みの水が下のダムに貯えら
れ、これが夜間に上のダムにくみ上げられ、この水を再
度発電に利用することが行なわれている。このような場
合、下のダムからくみ上げる水が汚濁していると上のダ
ムの水も濁るので好ましくない、このくみ上げる水の汚
濁は下のダムの水量が少なくなると、底の泥が水ととも
にくみ上げられるので一層起こり昌くなる。
Conventional technology For example, a dam installed for pumped storage power generation is configured as a double dam, and for example, during the day, water from the upper dam is used for power generation, and the used water is stored in the lower dam. This water is pumped up to the upper dam at night, and this water is used again for power generation. In such a case, if the water pumped from the lower dam is polluted, the water from the upper dam will also become cloudy, which is undesirable.If the water volume of the lower dam decreases, the mud at the bottom will be pumped up with the water. This will make it even more likely.

また、ダムの水を放流する場合にも、上記と同様にダム
の水量が少なくなると底の泥が排出されるので汚濁水が
放出されることになって好ましくない。
Furthermore, when water from a dam is discharged, as described above, when the amount of water in the dam decreases, the mud at the bottom is discharged, which is undesirable because polluted water is discharged.

発明が解決しようとする問題点 以上のように、従来は例えばダムの取水、排水を行なう
ときに、特に水量が少なくなったときに汚濁が生じるこ
とがあり、これに対する適当な対策が取られていなかっ
た。
Problems to be Solved by the Invention As mentioned above, in the past, for example, when water is taken in or discharged from a dam, pollution may occur, especially when the amount of water is low, and appropriate measures have not been taken to deal with this problem. There wasn't.

問題点を解決するための手段 上記問題点を解決するために、本発明は、通水可能で汚
濁粒子の流通を阻止する水中フェンスで囲繞したフェン
ス囲繞区域を水域に設けるとともに、取排水口を有し少
なくともこの取水排水口゛の近傍部分を浮体により浮遊
させた可撓性の導水管を上記水域に設け、上記取排水口
を上記フェンス囲繞区域内の表層部に位置させてこの取
排水口から上記導水管に導水して取水するか又はこの導
水管に外部から導水して上記取排水口から排水すること
を特徴とするものである。
Means for Solving the Problems In order to solve the above-mentioned problems, the present invention provides a fenced area in a water body surrounded by an underwater fence that allows water to pass through and prevents the flow of pollutant particles, and also provides an intake and drainage outlet. A flexible water conduit pipe having at least a portion near the water intake/drainage port suspended by a floating body is provided in the water area, and the intake/drainage port is located in the surface area within the area surrounded by the fence. The system is characterized in that water is introduced into the water conduit pipe for intake, or water is introduced into the water conduit pipe from the outside and drained from the intake/drainage port.

作用 取排水口を浮体により浮遊させた可撓性管を水域に設け
、これを水中フェンスで囲繞したので、取排水口を常に
水域の表層部に位置させることができる。そのため、常
ζ水域の表層部の水を供給又は排出できる。
A flexible pipe with a working intake/outlet suspended by a floating body is provided in a body of water, and this is surrounded by an underwater fence, so that the intake/outlet can always be located at the surface layer of the water. Therefore, it is possible to supply or discharge water from the surface layer of the water area.

実施例 次ぎに本発明の一実施例を第1図及び第2図に基づいて
説明する。
Embodiment Next, an embodiment of the present invention will be explained based on FIGS. 1 and 2.

第1図は揚水発電用ダムに本実施例の装置を設けた説明
図であって、図中、aは上のダム、bは下のダムであり
、これらのダムに本実施例の取水排水装置A、Bがそれ
ぞれ設けられている。
FIG. 1 is an explanatory diagram of a dam for pumped storage power generation equipped with the device of this embodiment. Devices A and B are provided, respectively.

取水排水装置Aは、水域に水中フェンス1.1・・・に
より囲繞されたフェンス囲繞区域2が設けられている。
The water intake and drainage device A is provided with a fence surrounding area 2 surrounded by underwater fences 1.1 in a water body.

すなわち水中フェンス1は、浮体1aに汚濁粒子の流通
は阻止するが、水は自由に流通させる通水平面状体1b
が取りつけられたもので、これらの水中フェンス1.1
・・が第2図に示すように環状に連結されて水域が区画
され、この囲繞区域z内には汚濁粒子の流入が阻止され
るとともに、この区域内の汚濁粒子はその区域外への流
出を阻止され、きれいな水のみがこの区域内外に自由に
流通できるようになっている。なお、上記通水平面状体
1bの詳細は図示省略したが、例えばネットに髪毛のよ
うな繊維を通水可能に桂状に丸めたものをところどころ
に取り付けたものが使用される。
That is, the underwater fence 1 is a water-permeable planar body 1b that blocks the flow of pollution particles to the floating body 1a, but allows water to freely circulate.
These underwater fences 1.1
... are connected in a ring as shown in Figure 2 to divide the water area, preventing the inflow of pollution particles into this surrounding area z, and preventing the pollution particles within this area from flowing out of the area. Only clean water can flow freely within and outside the area. Although details of the water-permeable planar body 1b are not shown in the drawings, for example, a net with hair-like fibers rolled up in a cutlet shape to allow water to pass through is attached here and there to the net.

3はゴム等からなる可撓性の導水管であって、この導水
管3の一端には取排水口3aが設けられ、−その他端は
ダムaの壁に貫通して設けられたパイプ4に接続されて
いる。そして、この導水管3の先端側には浮体5.5・
・が取りつけられ、上記取排水口3aが水域の表層部に
位置でき、かつ水域の水面が低下したときにこれに追従
して取排水口3aが移動できるように導水管3の長さに
余裕を与えている。
Reference numeral 3 denotes a flexible water conduit made of rubber or the like; one end of this conduit 3 is provided with an intake/drainage port 3a, and the other end is connected to a pipe 4 penetrating through the wall of dam a. It is connected. And, on the tip side of this water pipe 3, there is a floating body 5.5.
- is installed, the intake and drainage ports 3a can be located on the surface layer of the water area, and the length of the water conduit 3 is sufficient so that when the water level of the water area falls, the intake and drainage ports 3a can move accordingly. is giving.

取排水装置Bも上記取排水装置Aと同様に、水中フェン
ス1°、1° ・・・がフェンス囲繞区域2”を形成し
、取排水口31  aを有する可撓性の導水管3”のこ
の取排水口側の先端が浮体5”、5゛ ・・により浮遊
され、さらにその他端が上記パイプ4に接続されている
Similar to the above-mentioned intake and drainage equipment A, the intake and drainage equipment B also has underwater fences 1°, 1° . The tip on the intake/outlet side is suspended by floating bodies 5'', 5'', etc., and the other end is connected to the pipe 4.

次ぎに本実施例の作用を説明する。Next, the operation of this embodiment will be explained.

下のダムbから揚水するときは、図示省略したポンプを
作動させて取水排水装置Bから取水排水装置Aに水をく
み上げる。このとき、取水排水装置Bでは、フェンス囲
繞区域2゛内に外側から水が吸引されるが、この水が汚
濁されていても水中フェンス1゛、1° ・・により汚
濁粒子は阻止されるのできれいな水のみが取排水口3’
  aから可撓性の導水管3′に吸引され、この水が取
水排水装置Aの可撓性の導水管3を通してその取排水口
3aから排出される。この排出された水はきれいな水で
あるが、これに汚濁粒子が含まれていてもこの粒子はフ
ェンス囲繞区域2内にとどめられ、外側に流出しないの
で、その外側の水域にはよりきれいな水が排出される。
When pumping water from the lower dam b, a pump (not shown) is operated to pump water from the water intake and drainage device B to the water intake and drainage device A. At this time, in the water intake and drainage device B, water is sucked into the fence surrounding area 2' from the outside, but even if this water is polluted, the polluted particles are blocked by the underwater fences 1', 1', etc. Only clean water is available at the intake and drain outlet 3'
water is drawn into the flexible water pipe 3' from the water intake/drainage device A, and is discharged from the water intake/drainage port 3a through the flexible water pipe 3 of the water intake/drainage device A. This discharged water is clean water, but even if it contains pollutant particles, these particles remain within the fenced area 2 and do not flow outside, so the water area outside is filled with cleaner water. be discharged.

このようにして揚水され、ダムbの水量が少なくなり、
水面が下がって(ると、導水管3゛は可撓性があり、そ
の長さに余裕があるので、取排水口31  aがその水
面の低下に追従して移動し、先の場合と同じように取水
することができる。そしてこの水は取水排水装wAから
排出されるが、導水管3は可撓性があり、その長さに余
裕があるので水面の上昇とともに取排水口3aもこれに
追従して移動し、常にきれいな水を排出できる。
In this way, the water is pumped up, and the amount of water in dam b decreases.
When the water level drops (then, since the water conduit 3' is flexible and has enough length, the intake/outlet port 31a moves to follow the drop in the water level, and the situation is the same as in the previous case. This water is discharged from the water intake and drainage system wA, but since the water pipe 3 is flexible and has enough length, the water intake and drainage port 3a also increases as the water level rises. It moves by following the flow of water and always discharges clean water.

上記は取水側と排水側の両側に上記取水排水装置A、B
を設けたが、上記取水排水装置Bを省略し、取水はパイ
プ4から直接行なっても取水排水装置Aにより汚濁粒子
は除かれてきれいな水だけがフェンス囲繞区域2の外側
に排出される。なお汚濁粒子は沈降して底に溜る。
The above water intake and drainage devices A and B are installed on both sides of the water intake and drainage sides.
However, even if the water intake and drainage device B is omitted and water is taken directly from the pipe 4, pollutant particles are removed by the water intake and drainage device A and only clean water is discharged to the outside of the fence surrounding area 2. Note that the pollutant particles settle and accumulate at the bottom.

発明の効果 本発明によれば、水域に水中フェンスで囲繞した区域を
設け、この区域に取排水口を有する可撓性導水管を設け
たので、水域の水面が高いときはもちろん、水面が低く
なっても可撓性導水管はこれに追従して取排水口が常に
水域の表層部に位置することができるので重水あるいは
排水を常にきれいな水で行なうことができる。これによ
り取水2図はその装置の平面図である。
Effects of the Invention According to the present invention, an area surrounded by an underwater fence is provided in a water area, and a flexible water conduit having an intake/outlet is provided in this area. Even if this happens, the flexible water conduit can follow this and the intake and drainage ports can always be located in the surface layer of the water body, so heavy water or drainage can always be carried out with clean water. Accordingly, the water intake diagram 2 is a plan view of the device.

図中、1.1″は水中フェンス、2.2゛はフェンス囲
繞区域、3.3”は導水管、3a、3’  aは取排水
口、5.5゛ は浮体である。
In the figure, 1.1" is the underwater fence, 2.2" is the area surrounding the fence, 3.3" is the water pipe, 3a, 3'a are the intake and drainage ports, and 5.5" is the floating body.

ts2図ts2 diagram

Claims (1)

【特許請求の範囲】[Claims] (1)通水可能で汚濁粒子の流通を阻止する水中フェン
スで囲繞したフェンス囲繞区域を水域に設けるとともに
、取排水口を有し少なくともこの取排水口の近傍部分を
浮体により浮遊させた可撓性の導水管を上記水域に設け
、上記取排水口を上記フェンス囲繞区域内の表層部に位
置させてこの取排水口から上記導水管に導水して取水す
るか又はこの導水管に外部から導水して上記取排水口か
ら排水することを特徴とする取水排水装置。
(1) In addition to providing a fenced area in a water body surrounded by an underwater fence that allows water to pass through and prevents the flow of pollutant particles, a flexible structure that has an intake and drainage port and at least the portion near the intake and drainage port is suspended by a floating body. A water conduit pipe is installed in the water area, and the intake/drainage port is located in the surface area within the area surrounded by the fence, and water is introduced from the intake/drainage port to the water pipe to take in water, or water is introduced into the water pipe from the outside. A water intake/drainage device characterized in that the water is drained from the intake/drainage port.
JP59145261A 1984-07-14 1984-07-14 Intake and drainage device Expired - Fee Related JPH06982B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59145261A JPH06982B2 (en) 1984-07-14 1984-07-14 Intake and drainage device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59145261A JPH06982B2 (en) 1984-07-14 1984-07-14 Intake and drainage device

Publications (2)

Publication Number Publication Date
JPS6124713A true JPS6124713A (en) 1986-02-03
JPH06982B2 JPH06982B2 (en) 1994-01-05

Family

ID=15381036

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59145261A Expired - Fee Related JPH06982B2 (en) 1984-07-14 1984-07-14 Intake and drainage device

Country Status (1)

Country Link
JP (1) JPH06982B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6375441B1 (en) 1999-08-20 2002-04-23 Showa Corporation Back pressure groove structure of variable displacement vane pump
US6575662B2 (en) * 2000-07-21 2003-06-10 Gannett Fleming, Inc. Water quality management system and method
IT202000000070A1 (en) * 2020-01-03 2021-07-03 Enrico Rosetta Water flow distribution system in the lagoon to obtain an optimal water exchange in Venice and in the lagoon and to contain the erosion that water causes to the foundations.

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6627196B1 (en) 1999-08-27 2003-09-30 Genentech, Inc. Dosages for treatment with anti-ErbB2 antibodies

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5125535U (en) * 1974-08-15 1976-02-25
JPS5343103U (en) * 1976-09-17 1978-04-13
JPS56105526U (en) * 1980-01-18 1981-08-17

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5125535U (en) * 1974-08-15 1976-02-25
JPS5343103U (en) * 1976-09-17 1978-04-13
JPS56105526U (en) * 1980-01-18 1981-08-17

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6375441B1 (en) 1999-08-20 2002-04-23 Showa Corporation Back pressure groove structure of variable displacement vane pump
US6575662B2 (en) * 2000-07-21 2003-06-10 Gannett Fleming, Inc. Water quality management system and method
IT202000000070A1 (en) * 2020-01-03 2021-07-03 Enrico Rosetta Water flow distribution system in the lagoon to obtain an optimal water exchange in Venice and in the lagoon and to contain the erosion that water causes to the foundations.

Also Published As

Publication number Publication date
JPH06982B2 (en) 1994-01-05

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