JP2001040645A - Fish pass for dam, fish feeder for going-down stream of river, and integral fish pass system - Google Patents

Fish pass for dam, fish feeder for going-down stream of river, and integral fish pass system

Info

Publication number
JP2001040645A
JP2001040645A JP11213365A JP21336599A JP2001040645A JP 2001040645 A JP2001040645 A JP 2001040645A JP 11213365 A JP11213365 A JP 11213365A JP 21336599 A JP21336599 A JP 21336599A JP 2001040645 A JP2001040645 A JP 2001040645A
Authority
JP
Japan
Prior art keywords
water
fish
pipe
lower chamber
lake
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
JP11213365A
Other languages
Japanese (ja)
Other versions
JP4203974B2 (en
Inventor
Hideaki Kawasaki
秀明 川崎
Kenji Someya
健司 染谷
Tadahiko Sakamoto
忠彦 坂本
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.)
DAM GIJUTSU CENTER
DAM GIJUTSU CT
OKINAWA KAIHATSUCHIYOU OKINAWA
OKINAWA KAIHATSUCHIYOU OKINAWA SOGO JIMUKIYOKUCHIYOU
Original Assignee
DAM GIJUTSU CENTER
DAM GIJUTSU CT
OKINAWA KAIHATSUCHIYOU OKINAWA
OKINAWA KAIHATSUCHIYOU OKINAWA SOGO JIMUKIYOKUCHIYOU
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 DAM GIJUTSU CENTER, DAM GIJUTSU CT, OKINAWA KAIHATSUCHIYOU OKINAWA, OKINAWA KAIHATSUCHIYOU OKINAWA SOGO JIMUKIYOKUCHIYOU filed Critical DAM GIJUTSU CENTER
Priority to JP21336599A priority Critical patent/JP4203974B2/en
Publication of JP2001040645A publication Critical patent/JP2001040645A/en
Application granted granted Critical
Publication of JP4203974B2 publication Critical patent/JP4203974B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • 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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/60Ecological corridors or buffer zones

Landscapes

  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
  • Farming Of Fish And Shellfish (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a compact fish pass suitable for a high dam having large water-level difference. SOLUTION: Fishes are made to go upstream in order of a low waterway 12 → a low water-level chamber 15 → a vertical pipe 18B → a horizontal pipe 21B → an intermediate-stage pond 102 → an inclined waterway 103 → an upper- stage pond 101 →an upper-stage pond drain pipe 104 → a dam lake 13. Fishes can be made to go downstream in order of the dam lake 13 → a fish feeder 80 for going-downstream of the river → the upper-stage pond 101 → the inclined waterway 103 → the intermediate pond 102 → an intermediate-pond drain pipe 105 → a low waterway 12 in the integral fish-feed system. Thus, the integral fish-feed system is compacted along a bank body 11, and is suitable for a high dam because the going-upstream and going-downstream of fishes can be executed.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明はダムに付設するのに
好適な魚道、降河用魚送装置及び総合的魚道システムに
関する。なお、「ダム」は水をせき止める作用をなす堰
(せき)や堤を含み、水位の高低差の小さなものから大
きなものまでを包含したダムである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fishway suitable for being attached to a dam, a descending fish feeder, and an integrated fishway system. The "dam" is a dam that includes dams and dikes that act to block water, and that includes small to large water level differences.

【0002】[0002]

【従来の技術】図20は従来のダムの断面図であり、ダ
ムの堤体200は水201をせき止める役割を果たすも
のであるから、魚202,203はともに堤体200を
越えることはできない。産卵のためなどに遡上する遡上
魚を考えると、堤体200に次に説明する魚道を付設す
ることが望ましい。図21は従来の魚道の断面図であ
り、勾配θ(例えば1/10)の魚道210を設けれ
ば、この魚道210を通ることで魚202,203は堤
体200を越えることができる。この様な魚道210
を、いつも水が流れていることから「せせらぎ魚道」と
呼称することが多い。
2. Description of the Related Art FIG. 20 is a sectional view of a conventional dam. Since a dam body 200 of the dam plays a role of damming water 201, both fishes 202 and 203 cannot cross the dam body 200. Considering upstream fish that go upstream for spawning and the like, it is desirable to attach a fishway described below to the embankment 200. FIG. 21 is a sectional view of a conventional fishway. If a fishway 210 having a gradient θ (for example, 1/10) is provided, the fish 202 and 203 can pass over the embankment 200 by passing through the fishway 210. Fishway 210 like this
Is often referred to as a "babbling fishway" because water is always flowing.

【0003】[0003]

【発明が解決しようとする課題】図21で堤体200の
高さをH、勾配をθとすれば、魚道210の水平長さL
は、H/θとなる。例えば、Hが50m、勾配が1/1
0であれば、水平長さLは、500mとなる。地形の制
約があるときにはこの様な長大な魚道210を堤体20
0の脇に設けることは難しい。そのときには階段状魚道
やスラローム魚道といった特殊な形式の魚道を採用せざ
るを得ない。この様な特殊な魚道は建設費用が嵩むとと
もに、それほどコンパクトにはならない。
Assuming that the height of the embankment 200 is H and the gradient is θ in FIG. 21, the horizontal length L of the fishway 210 is
Is H / θ. For example, H is 50 m, gradient is 1/1
If 0, the horizontal length L is 500 m. When there are terrain restrictions, such a long fishway 210 is
It is difficult to set it beside 0. In such a case, a special type of fishway, such as a stepped fishway or a slalom fishway, must be adopted. Such special fishways increase construction costs and are not very compact.

【0004】ところで、大量の水を効果的に貯溜するに
はHが大きなハイダムが必要となる。高さHが大きいほ
ど魚道が課題となることは上述した通りである。そこ
で、本発明の目的はハイダムに好適な新しい形式の魚道
を提供することにある。
[0004] Incidentally, a high dam with a large H is required to effectively store a large amount of water. As described above, the larger the height H, the more the fishway becomes a problem. Therefore, an object of the present invention is to provide a new type of fishway suitable for a high dam.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
に請求項1は、堤体の下流側の低水路と上流側のダム湖
とを結ぶ魚道であって、この魚道は、低水路に半沈又は
沈めた低位チャンバと、この低位チャンバを低水路に連
通する入口を遮断する低位ゲートと、前記低位チャンバ
から立上げた縦管と、この縦管の上部をダム湖の水面下
に繋ぐ横管と、横管の出口を塞ぐ高位ゲートと、前記低
位チャンバに湖水を供給する注水管及び注水弁と、低位
チャンバの水を低水路へ排出する排水管及び排水弁と、
前記低位チャンバへ魚を誘導するために空気を吹込む空
気吹込み管及び空気弁と、低水路の魚を低位チャンバに
呼び込むために低位ゲートを開き、一定時間後閉じ、注
水弁を開いて低位チャンバ、縦管及び横管に湖水を注水
し、次に高位ゲートを開いて魚をダム湖へ送り出し可能
にする一連の動作を実行する制御部と、からなることを
特徴としたダム用魚道である。
In order to achieve the above object, a first aspect of the present invention is a fishway connecting a low waterway on the downstream side of the embankment with a dam lake on the upstream side. A semi-submerged or submerged lower chamber, a lower gate blocking the entrance connecting the lower chamber to the lower waterway, a vertical pipe rising from the lower chamber, and connecting an upper part of the vertical pipe below the surface of the dam lake. A horizontal pipe, a high gate closing an outlet of the horizontal pipe, a water injection pipe and a water injection valve for supplying lake water to the low chamber, a drain pipe and a drain valve for discharging water of the low chamber to the low water channel,
An air blowing pipe and an air valve for blowing air to guide the fish to the lower chamber, and a lower gate to open the fish in the lower waterway into the lower chamber, and after a certain period of time, closing and opening a water injection valve to lower the lower level. A control section for injecting lake water into the chambers, the vertical pipes and the horizontal pipes, and then performing a series of operations for opening a high-level gate and allowing fish to be sent out to the dam lake, is there.

【0006】低水路の魚を低位チャンバに呼び込むため
に低位ゲートを開き、一定時間後閉じ、注水弁を開いて
低位チャンバ、縦管及び横管に湖水を注水し、次に高位
ゲートを開いて魚をダム湖へ送り出す。即ち、湖水圧を
巧みに利用して、低水路の魚をダム湖に移動する。
The lower gate is opened to attract the fish in the lower waterway to the lower chamber, closed after a certain time, the injection valve is opened to inject the lake water into the lower chamber, the vertical pipe and the horizontal pipe, and then the high gate is opened. Send fish to dam lake. That is, the fish in the lower waterway is moved to the dam lake by using the lake pressure.

【0007】請求項2は、堤体の下流側の低水路と上流
側のダム湖とを結ぶ魚道であって、この魚道は、低水路
に半沈又は沈めた低位チャンバと、この低位チャンバを
低水路に連通する入口を遮断する低位ゲートと、前記低
位チャンバから立上げた縦管と、この縦管の上端をダム
湖の水面より上の空間に開口する横管と、前記縦管の上
端近傍に湖水を注入する第2注水装置と、前記低位チャ
ンバに湖水を供給する注水管及び注水弁と、低位チャン
バの水を低水路へ排出する排水管及び排水弁と、前記低
位チャンバへ魚を誘導するために空気を吹込む空気吹込
み管及び空気弁と、低水路の魚を低位チャンバに呼び込
むために低位ゲートを開き、一定時間後閉じ、注水弁を
開いて低位チャンバ及び縦管に湖水を注水し、次に第2
注水装置で縦管の上端近傍に湖水を注水することで魚を
ダム湖へ送り出す一連の動作を実行する制御部と、から
なることを特徴としたダム用魚道である。
[0007] A second aspect of the present invention is a fishway connecting the lower waterway on the downstream side of the embankment with the dam lake on the upstream side. The fishway includes a lower chamber submerged or submerged in the lower waterway and a lower chamber. A low-level gate that shuts off an entrance communicating with the low-water channel; a vertical pipe rising from the low-level chamber; a horizontal pipe opening the upper end of the vertical pipe to a space above the water surface of the dam lake; A second water injection device for injecting lake water into the vicinity, an injection pipe and an injection valve for supplying lake water to the lower chamber, a drain pipe and a drain valve for discharging water from the lower chamber to a lower waterway, and a fish to the lower chamber. Open the air inlet pipe and air valve for injecting air for guiding, and the lower gate to draw the fish in the lower waterway into the lower chamber, close it after a certain period of time, open the water injection valve to open the lower chamber and the vertical pipe to the lake. And then the second
A dam fishway comprising: a control unit for executing a series of operations for sending fish to a dam lake by injecting lake water near an upper end of a vertical pipe with a water injection device.

【0008】低水路の魚を低位チャンバに呼び込むため
に低位ゲートを開き、一定時間後閉じ、注水弁を開いて
低位チャンバ及び縦管に湖水を注水し、次に第2注水装
置で縦管の上端近傍に湖水を注水することで魚をダム湖
へ送り出す。即ち、湖水圧を巧みに利用するとともに、
水の不足分は第2注水装置で補うことで、低水路の魚を
ダム湖に移動する。
[0008] The lower gate is opened to attract fish from the lower channel to the lower chamber, closed after a certain period of time, the injection valve is opened to inject lake water into the lower chamber and the vertical pipe, and then the vertical pipe is opened by the second water injection device. Fish is sent out to the dam lake by pouring lake water near the upper end. In other words, while using the lake pressure skillfully,
The shortage of water is compensated by the second water injection device, and the fish in the low water channel is moved to the dam lake.

【0009】請求項3は、堤体の下流側の低水路と上流
側のダム湖とを結ぶ魚道であって、この魚道は、低水路
に半沈又は沈めた低位チャンバと、この低位チャンバを
低水路に連通する入口を遮断する低位ゲートと、前記低
位チャンバから立上げた縦管と、この縦管の上端をダム
湖の水面より上の空間に開口する横管と、低位チャンバ
に内蔵した密封構造のインナチャンバと、このインナチ
ャンバの内外を連通するためにインナチャンバの下部に
開けた通孔と、インナチャンバの上部空間に空気を吹込
む第2空気吹込み管及び第2空気弁と、インナチャンバ
の上部空間に溜まった空気を排出する空気抜き管及び空
気抜き弁と、低位チャンバの水を低水路へ排出する排水
管及び排水弁と、前記低位チャンバへ魚を誘導するため
に空気を吹込む空気吹込み管及び空気弁と、低水路の魚
を低位チャンバに呼び込むために低位ゲートを開き、一
定時間後閉じ、第2空気弁を開いてインナチャンバの水
を押出すことにより、低位チャンバの水を縦管及び横管
を介してダム湖へ放出して、魚をダム湖へ送り出す一連
の動作を実行する制御部と、からなることを特徴とした
ダム用魚道である。
Claim 3 is a fishway connecting the lower waterway on the downstream side of the embankment with the dam lake on the upstream side, the fishway comprising a lower chamber semi-sinked or submerged in the lower waterway, and a lower chamber. A low-level gate that shuts off an entrance communicating with the low-water channel, a vertical pipe that rises from the low-level chamber, a horizontal pipe that opens the upper end of the vertical pipe into a space above the water surface of the dam lake, and a low-level chamber. An inner chamber having a sealed structure, a through hole formed in a lower portion of the inner chamber for communicating the inside and the outside of the inner chamber, a second air blowing pipe and a second air valve for blowing air into an upper space of the inner chamber. A vent pipe and a vent valve for discharging air collected in the upper space of the inner chamber, a drain pipe and a drain valve for discharging water from the lower chamber to the lower channel, and blowing air to guide fish to the lower chamber. Sky Open the lower gate to draw the lower channel into the lower channel to draw in the intake pipe and air valve and the lower channel, close it after a period of time, open the second air valve to push out the water in the lower chamber, And a control unit for executing a series of operations for discharging the fish to the dam lake through the vertical pipe and the horizontal pipe and sending out the fish to the dam lake.

【0010】低水路の魚を低位チャンバに呼び込むため
に低位ゲートを開き、一定時間後閉じ、第2空気弁を開
いてインナチャンバの水を押出すことにより、低位チャ
ンバの水を縦管及び横管を介してダム湖へ放出して、魚
をダム湖へ送り出す。即ち、空気圧を巧みに利用して、
低水路の魚をダム湖へ移動する。
The lower gate is opened to attract fish from the lower waterway into the lower chamber, closed after a certain period of time, the second air valve is opened to push out the water in the inner chamber, and thereby the water in the lower chamber is drained vertically and horizontally. Discharge into the dam lake via a pipe and send the fish to the dam lake. That is, using the air pressure skillfully,
Move the fish from the low water channel to the dam lake.

【0011】請求項4は、ゲートや各弁を開閉するとき
に使用する圧縮空気や低位チャンバに吹込む空気などダ
ム用魚道で使用する圧縮空気は、ダムの放流水で水車羽
根を廻し、この水車羽根で圧縮機羽根を廻すところの圧
縮空気発生装置で発生させることを特徴とする。
According to a fourth aspect of the present invention, the compressed air used in opening and closing the gate and each valve and the compressed air used in the fishway for the dam, such as the air blown into the lower chamber, rotate the water turbine blades with the water discharged from the dam. It is characterized in that it is generated by a compressed air generating device where the compressor blades are turned by the water turbine blades.

【0012】ダムの放流水で圧縮空気を製造し、この圧
縮空気で魚道に係るゲートの開閉及び各種弁の開閉を実
施する。
[0012] Compressed air is produced from the water discharged from the dam, and the compressed air is used to open and close the gate and various valves of the fishway.

【0013】請求項5は、低位チャンバ内に、魚を誘導
するための音響発振器又は発光ランプを配置したことを
特徴とする。振動波又は光で魚を誘導し、低位チャンバ
へ集める。
According to a fifth aspect of the present invention, an acoustic oscillator or a light emitting lamp for guiding fish is disposed in the lower chamber. The fish is guided by vibrating waves or light and collected in the lower chamber.

【0014】請求項6は、密閉容器であるベッセルと、
ベッセルの天井に設けた開口及びこの開口を塞ぐシャッ
タと、魚を集めるためにベッセルの天井に立てた網フェ
ンス及びガイドフェンスと、これらのフェンスを湖面に
半沈させ、ベッセルを沈めるごとくにレベルを保つフロ
ート及びアンカと、前記ベッセルの上部に圧縮空気を吹
込むエアパイプと、ベッセルの下部から水及び魚を導き
出し、高所へ送り出す魚送管と、前記シャッタを開け、
一定時間経過後に閉じ、ベッセルの上部に圧縮空気を吹
込んでベッセル内の水及び魚を魚送管を通じて高所へ送
り出す一連の動作を実行する制御部と、から降河用魚送
装置を構成する。
[0014] Claim 6 is a vessel which is a closed container,
An opening in the ceiling of the vessel and a shutter that closes the opening, a net fence and guide fence on the ceiling of the vessel to collect fish, and these fences are half-sinked on the lake surface, and the level is raised as the vessel is sunk. Float and anchor to keep, an air pipe for blowing compressed air into the upper part of the vessel, water and fish from the lower part of the vessel, and a fish pipe for sending to a higher place, and opening the shutter,
A control unit that closes after a lapse of a predetermined time, performs a series of operations of blowing compressed air into the upper part of the vessel and sending out water and fish in the vessel to a high place through a fish pipe, and a fish feeding apparatus for descending river. .

【0015】シャッタを開け、一定時間経過後に閉じ、
ベッセルの上部に圧縮空気を吹込んでベッセル内の水及
び魚を魚送管を通じて高所へ送り出す。即ち、空気圧を
巧みに利用して魚を高所へ移動する。
The shutter is opened and closed after a lapse of a predetermined time,
Compressed air is blown into the upper part of the vessel to send out water and fish in the vessel to a high place through a fish pipe. That is, the fish is moved to a high place using the air pressure skillfully.

【0016】請求項7は、ベッセル内に、魚を誘導する
ための音響発振器又は発光ランプを配置したことを特徴
とする。振動波又は光で魚を誘導し、ベッセルへ集め
る。
According to a seventh aspect of the present invention, an acoustic oscillator or a light emitting lamp for guiding fish is arranged in the vessel. The fish is guided by vibrating waves or light and collected in a vessel.

【0017】請求項8は、ダム湖と低水路とを区切る堤
体自身又は堤体の近傍に設けた、水位がダム湖面より上
位となる上段池並びに水位がダム湖面より下位となる中
段池と、これら上段池と中段池とを結ぶ傾斜水路と、上
段池に魚及び水を送る請求項6記載の降河用魚送装置
と、上段池の底をダム湖に連通し、上段池の水及び魚を
残らずダム湖へ落とす上段池ドレーン管と、低水路に半
沈又は沈めた低位チャンバと、この低位チャンバを低水
路に連通する入口を遮断する低位ゲートと、低位チャン
バから立上げた縦管と、この縦管の上端を中段池の水面
より上の空間に開口する横管と、低位チャンバに湖水を
供給する注水管及び注水弁と、低位チャンバの水を低水
路へ排出する排水管及び排水弁と、低位チャンバへ魚を
誘導するために空気を吹込む空気吹込み管及び空気弁
と、中段池の水及び魚を残らず低水路へ落とす中段池ド
レーン管とからなる総合的魚道システムである。
[0018] Claim 8 is an upper-stage pond having a water level higher than the surface of the dam lake and a middle-stage pond having a water level lower than the surface of the dam lake, which is provided in the vicinity of the embankment body separating the dam lake and the low waterway. 7. An inclined channel connecting the upper and middle ponds, the fish feeder for descending river according to claim 6, which sends fish and water to the upper ponds, and the bottom of the upper ponds communicates with a dam lake, and The upper drain pond draining all the fish to the dam lake, the lower chamber semi-sinked or sunk in the lower channel, the lower gate blocking the entrance communicating with the lower channel to the lower channel, and the lower chamber being set up from the lower chamber. A vertical pipe, a horizontal pipe having the upper end of the vertical pipe open above the water surface of the middle pond, a water injection pipe and a water injection valve for supplying lake water to the lower chamber, and a drain for discharging water from the lower chamber to the lower waterway. Pipe and drain valve and air to guide fish to lower chamber And blown air blowing pipe and air valve, which is integrated fishway system including a middle battery drain pipe to drop to the low water channel not remain water and fish middle pond.

【0018】低水路→低位チャンバ→縦管→横管→中段
池→傾斜水路→上段池→上段池ドレーン管→ダム湖の順
で、魚を遡上させる。又、ダム湖→降河用魚送装置→上
段池→傾斜水路→中段池→中段池ドレーン管→低水路の
順で、魚を降河させる。
The fish goes up in the order of low water channel → lower chamber → vertical tube → horizontal tube → middle pond → inclined channel → upper pond → upper pond drain tube → dam lake. In addition, the fish descends in the order of dam lake → descending fish feeder → upper stage pond → inclined channel → middle stage pond → middle stage pond drain pipe → low channel.

【0019】[0019]

【発明の実施の形態】本発明の実施の形態を添付図に基
づいて以下に説明する。なお、請求項と図面との対応は
次の通りである。請求項1に係る発明は図1,2,3及
び図5,6,7で説明する。請求項2に係る発明は図
8,9,10で説明する。請求項3に係る発明は図1
1,12,13,14で説明する。請求項4に係る発明
は図4で説明する。請求項5に係る発明は図3で説明す
る。請求項6に係る発明は図15,16で説明する。請
求項7に係る発明は図16で説明する。請求項8に係る
発明は図17,18,19で説明する。
Embodiments of the present invention will be described below with reference to the accompanying drawings. The correspondence between the claims and the drawings is as follows. The invention according to claim 1 will be described with reference to FIGS. The invention according to claim 2 will be described with reference to FIGS. The invention according to claim 3 is shown in FIG.
1, 12, 13, and 14 will be described. The invention according to claim 4 will be described with reference to FIG. The invention according to claim 5 will be described with reference to FIG. The invention according to claim 6 will be described with reference to FIGS. The invention according to claim 7 will be described with reference to FIG. The invention according to claim 8 will be described with reference to FIGS.

【0020】図1は本発明に係る魚道(第1実施例)の
斜視図であり、魚道10は、ダムの堤体11の下流側の
低水路12と上流側のダム湖13とを結ぶ魚の通り道で
あって、低水路12に半沈又は沈めた低位チャンバ15
と、この低位チャンバ15を低水路12に連通する入口
16を遮断する低位ゲート17と、低位チャンバ15か
ら斜め上若しくは真上へ立上げた縦管18と、この縦管
18の上部19をダム湖13の水面下に繋ぐ横管21
と、横管21の出口を塞ぐ高位ゲート22と、次図で説
明する配管類からなる。23,23は縦管18を支える
管台である。
FIG. 1 is a perspective view of a fishway (first embodiment) according to the present invention. A fishway 10 is a fishway connecting a low waterway 12 downstream of a dam body 11 to a dam lake 13 upstream. A low-pass chamber 15 that is semi-submerged or submerged in the low waterway 12
And a lower gate 17 for shutting off an inlet 16 connecting the lower chamber 15 to the low water channel 12, a vertical pipe 18 rising obliquely or directly above the lower chamber 15, and an upper portion 19 of the vertical pipe 18 as a dam. Horizontal pipe 21 connecting below the surface of lake 13
, A high-level gate 22 for closing the outlet of the horizontal pipe 21, and the piping described in the next figure. 23, 23 are nozzles supporting the vertical pipe 18.

【0021】図2は本発明に係る魚道(第1実施例)の
断面図であり、魚道10は、低位チャンバ15、低位ゲ
ート17、縦管18、横管21、高位ゲート22に加え
て、低位チャンバ15に湖水を供給する注水管25及び
注水弁26と、低位チャンバ15内部の水を低水路12
へ排出する排水管27及び排水弁28と、低位チャンバ
15へ魚を誘導するために空気を吹込む空気吹込み管2
9及び空気弁31と、低水路12の魚を低位チャンバ1
5に呼び込むために低位ゲート17を開き、一定時間後
閉じ、注水弁26を開いて低位チャンバ15、縦管18
及び横管21に湖水を注水し、次に高位ゲート22を開
いて魚をダム湖13へ送り出し可能にする一連の動作を
実行する制御部32と、からなる。
FIG. 2 is a sectional view of a fishway (first embodiment) according to the present invention. The fishway 10 includes a low chamber 15, a low gate 17, a vertical pipe 18, a horizontal pipe 21, and a high gate 22. A water supply pipe 25 and a water supply valve 26 for supplying lake water to the low chamber 15, and water in the low chamber 15 to the low water passage 12.
Pipe 27 and a drain valve 28 for discharging air to the lower chamber 15 and an air blowing pipe 2 for blowing air for guiding fish to the lower chamber 15
9 and the air valve 31 and the fish in the low water channel 12
5, the lower gate 17 is opened, closed after a certain time, the injection valve 26 is opened, and the lower chamber 15 and the vertical pipe 18 are opened.
And a control unit 32 for executing a series of operations for injecting lake water into the horizontal pipe 21 and then opening the high-order gate 22 to enable the fish to be sent out to the dam lake 13.

【0022】なお、図示する通りに、横管21はダム湖
13の水面下に開口させればよく、具体的にはダム湖1
3の水面下1〜5m程度の位置に設ける。水面下5mで
あれば、高位ゲート22に0.5kg/cm2の水圧が
掛る。この水圧が大きいほどバルブアクチエータ(昇降
用シリンダ等)の能力を高めなければならない。また、
水中にある高位ゲート22を点検する上でも5mが限度
である。従って、水面下1〜5mの範囲に横管21を設
けることが望ましい。
As shown in the figure, the horizontal pipe 21 may be opened below the surface of the dam lake 13.
3 to be provided at a position of about 1 to 5 m below the water surface. If the height is 5 m below the water surface, a water pressure of 0.5 kg / cm 2 is applied to the high gate 22. The greater the water pressure, the higher the capacity of the valve actuator (such as a lifting cylinder). Also,
Inspection of the high-level gate 22 underwater is limited to 5 m. Therefore, it is desirable to provide the horizontal pipe 21 in a range of 1 to 5 m below the water surface.

【0023】図3は本発明に係る低位チャンバの断面図
であり、低位チャンバ15は、床34、前壁35、側壁
36,36(手前の36は不図示)、奥壁37及び堤体
11に向って上り勾配とした傾斜天井38とからなる小
部屋であり、前壁35に入口16を備え、傾斜天井38
の堤体11寄り位置に縦管18の下端を結合したもので
ある。
FIG. 3 is a sectional view of the lower chamber according to the present invention. The lower chamber 15 includes a floor 34, a front wall 35, side walls 36, 36 (the front 36 is not shown), a rear wall 37, and the embankment body 11. Small room comprising an inclined ceiling 38 having an upward slope toward
The lower end of the vertical pipe 18 is connected to the position close to the bank body 11 of FIG.

【0024】更に、床34に注水管25、空気吹込み管
29及び排水管27を連結し、加えて音響発振器41を
設け、奥壁37の下部に発光ランプ42を設けること
で、低位チャンバ15内に、音響発振器41や発光ラン
プ42を配置したものである。魚類は光やある種の音に
誘導される性質を有するものが少なくない。そこで、発
光ランプ42で誘導光を発射し、音響発振器41で誘導
振動波を発することができるように工夫した。なお、音
響発振器41と発光ランプ42との両方を配置すること
が望ましいが、対象とする魚の習性に応じて、効果が大
きいと思われる一方のみを配置することは差支えない。
Further, the water injection pipe 25, the air blowing pipe 29, and the drain pipe 27 are connected to the floor 34, an acoustic oscillator 41 is provided, and a light-emitting lamp 42 is provided below the back wall 37. Inside, an acoustic oscillator 41 and a light emitting lamp 42 are arranged. Many fish have the property of being induced by light or certain sounds. Therefore, the present inventors have devised so that the light-emitting lamp 42 can emit a guide light and the acoustic oscillator 41 can emit a guide vibration wave. In addition, it is desirable to arrange both the acoustic oscillator 41 and the light emitting lamp 42, but depending on the habit of the target fish, it is acceptable to arrange only one of which is considered to be more effective.

【0025】以上に述べた通りに低位チャンバ15を床
34、壁35〜37及び傾斜天井38からなる箱体にす
れば、予め工場で製作することができ、工場で製作した
低位チャンバ15をダムサイトへ搬入し、低水路12へ
沈めればよいから、現場工事が少なくなり、工期の短縮
が図れる。しかし、床34を低水路12の川床で代用し
奥壁37を堤体11の前面で代用することで床34及び
奥壁37を省略することもできる。
As described above, if the lower chamber 15 is made up of a box consisting of the floor 34, the walls 35 to 37, and the inclined ceiling 38, the lower chamber 15 can be manufactured in a factory in advance. Since it is only necessary to carry into the site and submerge in the low water channel 12, the on-site construction is reduced and the construction period can be shortened. However, the floor 34 and the back wall 37 can be omitted by substituting the floor 34 with the riverbed of the low water channel 12 and substituting the back wall 37 with the front surface of the bank body 11.

【0026】また、図1に示した通りに低位チャンバ1
5は縦管18の径に比較して、断面積を十分に大きくし
た。これは遡上魚を集め易くすることを目的としたもの
である。しかし、縦管18の下にラッパ管を接続し、こ
のラッパ管に下位ゲート17を付設しても目的を達成す
ることができるので、低位チャンバ15の形状は格別に
限定するものではない。
Further, as shown in FIG.
5 has a sufficiently large cross-sectional area compared to the diameter of the vertical pipe 18. This is intended to make it easier to collect upstream fish. However, the purpose can be achieved even if a wrapper pipe is connected below the vertical pipe 18 and the lower gate 17 is attached to this wrapper pipe, so that the shape of the lower chamber 15 is not particularly limited.

【0027】図4は本発明に好適な圧縮空気発生装置の
原理図であり、ダム湖13には上流の河川から恒常的に
水が流れ込む。そこで、流入水に相当する量の水を放流
管49を通じて低水路12へ放流することで、ダム湖1
3の水位を所定のレベルに保つようにしており、従来は
この種の放流水は単に放流管49を通じて放流するだけ
であった。一方、図2に示す低位ゲート17及び高位ゲ
ート22を昇降するための空気シリンダと、注水弁26
や排水弁28や空気弁31を開閉する空気シリンダと、
空気吹込み管29に供給する圧縮空気は必要である。本
発明では、これらの用途に供するために、放流水を巧み
に利用して必要な圧縮空気を製造することのできる圧縮
空気発生装置50をダムの付属設備に加えたことを特徴
とする。
FIG. 4 is a principle diagram of a compressed air generator suitable for the present invention. Water flows into the dam lake 13 constantly from an upstream river. Therefore, by discharging an amount of water corresponding to the inflow water to the low water channel 12 through the discharge pipe 49, the dam lake 1
The water level of No. 3 is kept at a predetermined level. Conventionally, this kind of effluent is simply discharged through a discharge pipe 49. On the other hand, an air cylinder for raising and lowering the lower gate 17 and the higher gate 22 shown in FIG.
An air cylinder for opening and closing the drain valve 28 and the air valve 31;
The compressed air supplied to the air blowing pipe 29 is necessary. The present invention is characterized in that a compressed air generator 50 capable of producing necessary compressed air by using effluent water skillfully is added to the accessory equipment of the dam in order to provide these uses.

【0028】具体的には、圧縮空気発生装置50は、水
車と圧縮機とを機械的に連結したものであり、例えば、
ベース51と、軸受52,52と、軸53と、この軸5
3の一端に取付けた水車羽根54と、この水車羽根54
を囲う水車ケーシング55と、軸53の他端に取付けた
圧縮機羽根56と、この圧縮機羽根56を囲う圧縮機ケ
ーシング57と、この圧縮機ケーシング57の入口に取
付けたエアフィルタ58と、圧縮機ケーシング57の出
側に設置したエアタンク59とからなる。
Specifically, the compressed air generating device 50 is a device in which a water turbine and a compressor are mechanically connected.
A base 51, bearings 52, 52, a shaft 53, and a shaft 5
3 and a water turbine blade 54 attached to one end of the water turbine
, A compressor blade 56 attached to the other end of the shaft 53, a compressor casing 57 surrounding the compressor blade 56, an air filter 58 attached to an inlet of the compressor casing 57, and a compressor. And an air tank 59 installed on the outlet side of the machine casing 57.

【0029】この様な圧縮空気発生装置50を放流管4
9の途中に割り込ませる。放流管49の弁を開ければ、
ダム湖13の水が水車ケーシング55に流れ込み、水車
羽根54を廻して、水車ケーシング55から出て、放流
管49を通じて低水路12に至る。ダム湖13の水深が
60mであれば、湖底の水圧は水頭60m(6kg/c
2相当)となり、流体は高圧であるほど大きなエネル
ギーを有する。このエネルギーで水車羽根54が高速で
回転することになる。
The compressed air generator 50 is connected to the discharge pipe 4
Let me break in the middle of 9. If you open the valve of the discharge pipe 49,
Water from the dam lake 13 flows into the water turbine casing 55, turns the water turbine blades 54, exits from the water turbine casing 55, and reaches the low water channel 12 through the discharge pipe 49. If the water depth of the dam lake 13 is 60 m, the water pressure at the bottom of the lake is 60 m (6 kg / c
m 2 equivalent), and the fluid has a large energy as is at high pressure. This energy causes the water turbine blade 54 to rotate at high speed.

【0030】この結果、圧縮機羽根56も高速で回転
し、エアフィルタ58を通じて吸入したエアに遠心力を
付与し、これに伴なう速度エネルギー(動圧)を圧縮機
ケーシング57のデフューザ(巻貝状の環状室)で圧力
エネルギー(静圧)に変換することで、連続的に4kg
/cm2程度の圧縮空気が製造可能となる。この様にし
て製造した圧縮空気をエアタンク59に溜め、必要に応
じて使用すればよい。
As a result, the compressor blade 56 also rotates at a high speed, giving a centrifugal force to the air sucked through the air filter 58, and the speed energy (dynamic pressure) accompanying this is diffused into a diffuser (conch shell) of the compressor casing 57. 4kg by converting into pressure energy (static pressure) in the annular chamber
/ Cm 2 of compressed air can be produced. The compressed air produced in this way may be stored in the air tank 59 and used as needed.

【0031】なお、水車羽根54と圧縮機羽根56との
間に増速機を置き、圧縮機羽根56を1.5〜2.5倍
程度増速すれば、6〜8kg/cm2程度のより高圧の
圧縮空気を得ることができる。ただし、製造空気量はそ
の分減少する。
If a speed increaser is provided between the water turbine blade 54 and the compressor blade 56 and the speed of the compressor blade 56 is increased by about 1.5 to 2.5 times, about 6 to 8 kg / cm 2 is obtained. Higher pressure compressed air can be obtained. However, the production air volume is reduced accordingly.

【0032】以上に述べた魚道(第1実施例)の作用を
次の図5〜図7にて説明する。図5(a),(b)は本
発明の魚道(第1実施例)の作用説明図(その1)であ
る。先ず、(a)において圧縮空気を送って低位ゲート
17を開く。そして、音響発振器41を作動させて誘導
波を発信すると共に発光ランプ42にて誘導光を発射す
る。加えて空気吹込み管29から空気を吹出す。魚類は
振動、光に誘導される性質を有すると共に、富酸素エリ
アに集る性質を有する。従って、低水路12にいる魚は
誘導されて低位チャンバ15に入る。
The operation of the above-described fishway (first embodiment) will be described with reference to FIGS. FIGS. 5A and 5B are explanatory diagrams (1) of the operation of the fishway (first embodiment) of the present invention. First, in (a), compressed air is sent to open the lower gate 17. Then, the acoustic oscillator 41 is operated to emit a guided wave, and the light emitting lamp 42 emits a guided light. In addition, air is blown out from the air blowing pipe 29. Fish have the property of being induced by vibration and light, and have the property of gathering in oxygen-rich areas. Therefore, fish in the low water channel 12 are guided and enter the low chamber 15.

【0033】一定時間が経過したら、(b)に示す通り
に低位ゲート17を閉じる。この後は発光ランプ42及
び音響発振器41は止める。空気吹込みは継続して、低
位チャンバ15内の水中溶解酸素を補う。
After a predetermined time has elapsed, the lower gate 17 is closed as shown in FIG. Thereafter, the light emitting lamp 42 and the acoustic oscillator 41 are stopped. The air blowing continues to supplement the dissolved oxygen in water in the lower chamber 15.

【0034】図6(a),(b)は本発明の魚道(第1
実施例)の作用説明図(その2)である。(a)にて、
注水弁26を開く。すると、ダム湖13の水(湖水)が
注水管25を通じて低位チャンバ15に至り、低位チャ
ンバ15を満たし、次に縦管18を上昇する。この上昇
は、連通管原理により、縦管18の水の水面がダム湖1
3の水面に一致するまで続く。
FIGS. 6 (a) and 6 (b) show the fishway (first embodiment) of the present invention.
FIG. 10 is an explanatory diagram (part 2) of the operation of the embodiment). In (a),
Open the water injection valve 26. Then, the water (lake water) of the dam lake 13 reaches the lower chamber 15 through the water injection pipe 25, fills the lower chamber 15, and then rises the vertical pipe 18. This rise is caused by the principle of the communication pipe, and the water surface of the vertical pipe 18
Continue until the water surface matches 3.

【0035】(b)にて、縦管18の水位がダム湖13
の水位に一致したら、高位ゲート22を開く。この高位
ゲート22の両面(図では左右面)に作用する水圧は同
一であるから、高位ゲート22を上昇させるための引揚
げ力は小さくなる。従って、高位ゲート22は簡単に開
く。この間に、空気吹込み管29から連続して空気を吹
込めば、泡が傾斜天井38に沿って縦管18に至り、且
つ縦管18を上昇する。魚はこの泡を追うように縦管1
8を登り、横管21を介してダム湖13に至る。
In (b), the water level of the vertical pipe 18 is
, The high gate 22 is opened. Since the water pressure acting on both surfaces (the left and right surfaces in the figure) of the high gate 22 is the same, the lifting force for raising the high gate 22 is small. Therefore, the high gate 22 opens easily. During this time, if air is continuously blown from the air blowing pipe 29, the bubbles reach the vertical pipe 18 along the inclined ceiling 38 and rise up the vertical pipe 18. The fish follows the bubble and the vertical tube 1
Ascend 8 and reach dam lake 13 via horizontal pipe 21.

【0036】なお、低位ゲート17に6kg/cm2
度の水圧が掛り、水洩れが予想されるが、注水弁26を
開いたままにしておけば、洩れた分を湖水で補給するこ
とができる。低位ゲート17は完全水密構造であればな
お好いが、若干リークがあっても問題はない。リークを
許容するれば安価なゲートを採用することができるとい
う利点を第1実施例は有する。
Although a water pressure of about 6 kg / cm 2 is applied to the lower gate 17 and water leakage is expected, if the water injection valve 26 is kept open, the leaked water can be replenished with lake water. . It is more preferable that the lower gate 17 has a completely watertight structure, but there is no problem even if there is a slight leak. The first embodiment has an advantage that an inexpensive gate can be employed if leakage is allowed.

【0037】図7(a),(b)は本発明の魚道(第1
実施例)の作用説明図(その3)である。(a)にて、
注水弁26を閉じ、高位ゲート22を閉じ、次に排水弁
28を開ける。すると、横管21、縦管18及び低位チ
ャンバ15の水が排水管27を通じて、低水路12に流
れ出る。この排水は低位チャンバ15の水位が低水路1
2の水位と一致するまで続く。この際に、縦管18の上
端が開放しているため、ここから空気が入り、縦管の排
水が妨げられることはない。次に、(b)にて排水弁2
8を閉じ、低位ゲート17を開く。これで、図5(a)
に戻り、以降図5→図6→図7→図5→図6→・・・の順
で繰り返せばよい。
FIGS. 7 (a) and 7 (b) show a fishway (first embodiment) of the present invention.
FIG. 10 is an explanatory diagram (part 3) of the operation of the embodiment). In (a),
The water injection valve 26 is closed, the high gate 22 is closed, and then the drain valve 28 is opened. Then, the water in the horizontal pipe 21, the vertical pipe 18, and the lower chamber 15 flows out to the low water channel 12 through the drain pipe 27. This drainage is performed when the water level of the low chamber 15 is low
Continue until the water level matches 2. At this time, since the upper end of the vertical pipe 18 is open, air enters from here and the drainage of the vertical pipe is not hindered. Next, in (b), the drain valve 2
8 is closed and the lower gate 17 is opened. As a result, FIG.
, And thereafter, it may be repeated in the order of FIG. 5 → FIG. 6 → FIG. 7 → FIG. 5 → FIG.

【0038】以上に述べた魚道(第1実施例)は、ダム
湖の水圧を巧みに利用したものであり、且つ放流水で製
造した圧縮空気でバルブ(弁)を開閉するともに、ゲー
トを昇降すれば、外部から電気エネルギーや化石エネル
ギーを供給することなく、魚を遡上させることができ
る。ただし、この第1実施例は、ダム湖の水位があまり
変動しないものに適しており、標準水位と最高水位(大
雨増水時など)とに大きな差がある場合には、横管21
の位置が定まらず、必ずしも適当とは言えない。そのと
きには次の第2実施例が有効となる。
The above-mentioned fishway (first embodiment) is a technique that utilizes the water pressure of a dam lake, and opens and closes a valve (valve) while raising and lowering a gate with compressed air produced from discharge water. This allows the fish to go upstream without supplying external electric or fossil energy. However, the first embodiment is suitable for the case where the water level of the dam lake does not fluctuate so much. When there is a large difference between the standard water level and the maximum water level (during a heavy rain, for example), the horizontal pipe 21 is used.
The position of is not determined, and is not always appropriate. At that time, the following second embodiment is effective.

【0039】図8は本発明に係る魚道(第2実施例)の
断面図であり、上記第1実施例と共通する要素は符号を
流用する。第3実施例以降においても同様。第2実施例
の魚道10B(第1実施例の魚道10と区別するため
に、B又はCを添える。)は、堤体11の下流側の低水
路12と上流側のダム湖13とを結ぶ魚の通路であっ
て、低水路12に半沈又は沈めた低位チャンバ15と、
この低位チャンバ15を低水路12に連通する入口16
を遮断する低位ゲート17と、低位チャンバ15から立
上げた縦管18Bと、この縦管18Bの上端をダム湖1
3の水面より上方の空間に開口する横管21Bと、縦管
18Bの上端近傍に湖水を注入する第2注水装置60
と、低位チャンバ15に湖水を供給する注水管25及び
注水弁26と、低位チャンバ15の水を低水路12へ排
出する排水管27及び排水弁28と、低位チャンバ15
へ魚を誘導するために空気を吹込む空気吹込み管29及
び空気弁31と、低水路12の魚を低位チャンバ15に
呼び込むために低位ゲート17を開き、一定時間後閉
じ、注水弁26を開いて低位チャンバ15及び縦管18
Bに湖水を注水し、次に第2注水装置60で縦管18B
の上端近傍に湖水を注水することで魚をダム湖13へ送
り出す一連の動作を実行する制御部32Bと、からな
る。
FIG. 8 is a sectional view of a fishway (second embodiment) according to the present invention. Elements common to the first embodiment are denoted by reference numerals. The same applies to the third and subsequent embodiments. The fishway 10B of the second embodiment (B or C is added to distinguish it from the fishway 10 of the first embodiment) connects the lower waterway 12 downstream of the embankment 11 and the dam lake 13 upstream. A lower passage 15 which is a fish passage, semi-sinked or sunk in the lower waterway 12,
An inlet 16 communicating this low chamber 15 with the low water channel 12
Gate 17 for shutting off the air, a vertical pipe 18B rising from the low chamber 15, and an upper end of the vertical pipe 18B is connected to the dam lake 1
3 and a second water injection device 60 for injecting lake water near the upper end of the vertical pipe 18B.
An injection pipe 25 and an injection valve 26 for supplying lake water to the lower chamber 15; a drain pipe 27 and a drain valve 28 for discharging water from the lower chamber 15 to the lower waterway 12;
An air blowing pipe 29 and an air valve 31 for blowing air to guide fish to the lower channel 15 and a lower gate 17 for bringing fish in the lower channel 12 into the lower chamber 15 are opened. Open to lower chamber 15 and vertical tube 18
B, and then the second pipetting device 60 injects the vertical pipe 18B.
And a controller 32B for executing a series of operations for sending fish to the dam lake 13 by injecting lake water near the upper end of the lake.

【0040】第1実施例と異なり、第2実施例は、縦管
18Bに横管21Bを曲管形状に連続させたものであ
る。また、第2注水装置60は、水ポンプ61、第2注
水管62及び弁63とからなる。この水ポンプ61の駆
動源は、前記圧縮空気発生装置50(図4参照)で発生
した圧縮空気を駆動源としたエジェクタが望ましいが、
電動ポンプであってもよい。また、低位チャンバ15は
第1実施例で説明したものと同じであるから、構造説明
を省略する。
Unlike the first embodiment, the second embodiment has a vertical pipe 18B and a horizontal pipe 21B connected in a curved pipe shape. The second water injection device 60 includes a water pump 61, a second water injection pipe 62, and a valve 63. The drive source of the water pump 61 is preferably an ejector using the compressed air generated by the compressed air generator 50 (see FIG. 4) as a drive source.
It may be an electric pump. Further, since the lower chamber 15 is the same as that described in the first embodiment, the description of the structure is omitted.

【0041】以上の第2実施例に係る魚道の作用を次に
説明する。図9(a)〜(c)は第2実施例に係る魚道
の作動説明図(その1)である。(a)にて、低位ゲー
ト17を開けて魚を呼び込む。発光ランプや音響発生機
は省略した。(b)にて、一定時間経過後、低位ゲート
17を閉じる。(c)にて、注水弁26を開け、注水管
25を通じて湖水を低位チャンバ15へ注入する。縦管
18Bを満たす水の水位は湖面と同一になるものの、横
管21Bに達することはない。そこで、次図を実施す
る。
The operation of the fishway according to the second embodiment will now be described. FIGS. 9A to 9C are explanatory views (part 1) of the operation of the fishway according to the second embodiment. In (a), the lower gate 17 is opened and a fish is called. Light emitting lamps and sound generators are omitted. At (b), after a certain time has elapsed, the lower gate 17 is closed. At (c), the water injection valve 26 is opened, and the lake water is injected into the lower chamber 15 through the water injection pipe 25. Although the level of the water filling the vertical pipe 18B becomes the same as that of the lake surface, it does not reach the horizontal pipe 21B. Therefore, the following figure is implemented.

【0042】図10(a),(b)は第2実施例に係る
魚道の作動説明図(その2)である。(a)にて、水ポ
ンプ61を起動し、第2注水管62を介して湖水を縦管
18Bの上端に注入する。この注入水は縦管18Bの上
端を満たした後、横管21Bを介してダム湖13へ溢れ
る。これで、低位チャンバ15が湖面に繋がったことに
なる。空気吹込み管29を通じて空気を吹込めば、魚は
泡に誘導され、ダム湖13に至る。(b)にて、一定時
間後、排水弁28を開け、排水管27を通じて水を低水
路12へ排出し、低位ゲート17を開ける。これで、図
9(a)に戻ったことになる。
FIGS. 10A and 10B are explanatory diagrams (2) of the operation of the fishway according to the second embodiment. In (a), the water pump 61 is activated, and the lake water is injected into the upper end of the vertical pipe 18B via the second water injection pipe 62. After filling the upper end of the vertical pipe 18B, the injected water overflows into the dam lake 13 via the horizontal pipe 21B. The low chamber 15 is now connected to the lake surface. When air is blown through the air blow pipe 29, the fish is guided to the foam and reaches the dam lake 13. At (b), after a certain time, the drain valve 28 is opened, water is discharged to the low water channel 12 through the drain pipe 27, and the low gate 17 is opened. This returns to FIG. 9A.

【0043】この第2実施例では湖水圧を巧みに利用し
ていること、高位ゲートが不要であること、ダム湖13
の水位が大きく変動しても差支えないことを特徴とす
る。ただし、第2注水装置60(水ポンプ61と第2注
水管62と弁63)が必要となる。次の第3実施例では
第2注水装置60を見掛け上、廃止することができる。
In the second embodiment, the fact that the lake pressure is skillfully used, the need for a high-level gate is eliminated, and the dam lake 13
It is characterized in that the water level of the water can vary greatly. However, the second water injection device 60 (the water pump 61, the second water injection pipe 62, and the valve 63) is required. In the following third embodiment, the second water injection device 60 can be apparently abolished.

【0044】図11は本発明に係る魚道(第3実施例)
の断面図であり、魚道10Cは、堤体11の下流側の低
水路12と上流側のダム湖13とを結ぶ魚の通路であっ
て、低水路12に半沈又は沈めた低位チャンバ15C
と、この低位チャンバ15Cを低水路12に連通する入
口を遮断する低位ゲート17Cと、低位チャンバ15C
から立上げた縦管18Bと、この縦管18Bの上端をダ
ム湖13の水面より上の空間に開口する横管21Bと、
低位チャンバ15Cに内蔵した密封構造のインナチャン
バ65と、このインナチャンバ65の内外を連通するた
めにインナチャンバ65の下部に開けた通孔(図12で
説明する。)と、インナチャンバ65の上部空間に空気
を吹込む第2空気吹込み管67及び第2空気弁68と、
インナチャンバ65の上部空間に溜まった空気を排出す
る空気抜き管71及び空気抜き弁72と、低位チャンバ
15Cの水を低水路12へ排出する排水管27及び排水
弁28と、低位チャンバ15Cへ魚を誘導するために空
気を吹込む空気吹込み管29及び空気弁31と、低水路
12の魚を低位チャンバ15Cに呼び込むために低位ゲ
ート17Cを開き、一定時間後閉じ、第2空気弁68を
開いてインナチャンバ65の水を押出すことにより、低
位チャンバ15Cの水を縦管18B及び横管21Bを介
してダム湖13へ放出して、魚をダム湖13へ送り出す
一連の動作を実行する制御部32Cと、からなる。
FIG. 11 shows a fishway according to the present invention (third embodiment).
The fish passage 10C is a fish passage connecting the low water channel 12 on the downstream side of the embankment body 11 and the dam lake 13 on the upstream side, and is a low-level chamber 15C semi-sinked or sunk in the low water channel 12.
A lower gate 17C for shutting off an entrance connecting the lower chamber 15C to the low water channel 12, and a lower chamber 15C
A vertical pipe 18B, and a horizontal pipe 21B opening the upper end of the vertical pipe 18B into a space above the water surface of the dam lake 13.
An inner chamber 65 having a sealed structure built in the lower chamber 15C, a through hole opened in a lower portion of the inner chamber 65 for communicating between the inside and the outside of the inner chamber 65 (described in FIG. 12), and an upper portion of the inner chamber 65 A second air blowing pipe 67 for blowing air into the space and a second air valve 68;
An air vent pipe 71 and an air vent valve 72 for discharging the air collected in the upper space of the inner chamber 65, a drain pipe 27 and a drain valve 28 for discharging the water in the lower chamber 15C to the lower waterway 12, and guiding the fish to the lower chamber 15C. In order to bring the fish in the low water channel 12 into the low chamber 15C, the low gate 17C is opened, and after a certain period of time, the second air valve 68 is opened. A control unit that executes a series of operations for discharging water in the lower chamber 15C to the dam lake 13 through the vertical pipe 18B and the horizontal pipe 21B by pushing water out of the inner chamber 65, and sending out fish to the dam lake 13. 32C.

【0045】図12は第3実施例の低位チャンバの断面
図であり、低位チャンバ15Cは、床34と、前壁35
と、側壁36,36(手前の36は不図示)と、比較的
低い天井39と、低位ゲート17Cと、インナチャンバ
65と、このインナチャンバ65の下部に開けた通孔6
6・・・(・・・は複数個を示す。以下同様。)と、インナチ
ャンバ65の空気を抜く空気抜き管71及び空気抜き弁
72と、インナチャンバ65に空気を吹込む第2空気吹
込み管67及び第2空気弁68と、からなる。なお、こ
の第3実施例では低位ゲート17Cは水密性能の高い構
造のものを使用する。
FIG. 12 is a sectional view of the lower chamber of the third embodiment. The lower chamber 15C comprises a floor 34 and a front wall 35.
, Side walls 36, 36 (the front 36 is not shown), a relatively low ceiling 39, a lower gate 17 </ b> C, an inner chamber 65, and a through hole 6 formed in a lower portion of the inner chamber 65.
6 (... denotes a plurality, the same applies hereinafter), an air release pipe 71 and an air release valve 72 for releasing air from the inner chamber 65, and a second air blowing pipe for blowing air into the inner chamber 65. 67 and a second air valve 68. In the third embodiment, the lower gate 17C has a structure having high watertightness.

【0046】以上の構成からなら第3実施例の作用を説
明する。図13(a),(b)は第3実施例の作用説明
図(その1)である。(a)にて、低位ゲート17Cを
開き、魚を呼び込む。並行して、空気抜き弁72を開い
て、インナチャンバ65を排気可能状態にする。この結
果、溜まっていた空気が抜けて、インナチャンバ65は
満水になる。一定時間経過後に、(b)にて低位ゲート
17Cを閉じ、空気抜き弁72を閉じる。
With the above configuration, the operation of the third embodiment will be described. FIGS. 13A and 13B are explanatory diagrams (1) of the operation of the third embodiment. In (a), the lower gate 17C is opened, and a fish is called. At the same time, the air vent valve 72 is opened to put the inner chamber 65 in a state where the inner chamber 65 can be exhausted. As a result, the accumulated air escapes, and the inner chamber 65 becomes full. After a certain period of time, the lower gate 17C is closed and the air vent valve 72 is closed at (b).

【0047】図14(a),(b)は第3実施例の作用
説明図(その2)である。(a)にて、第2空気弁68
を開き、第2空気吹込み管67を介して圧縮空気をイン
ナチャンバ65に吹込む。吹込んだ空気がインナチャン
バ65の内部上部に溜まり、その分だけ、水を通孔66
を通じてインナチャンバ65外へ押出す。この押出され
た水が低位チャンバ15Cの水に加わることで、低位チ
ャンバ15Cが満水になり、続いて縦管18Bを満たし
始める。
FIGS. 14A and 14B are explanatory diagrams (part 2) of the operation of the third embodiment. In (a), the second air valve 68
Is opened, and compressed air is blown into the inner chamber 65 through the second air blowing pipe 67. The blown air accumulates in the upper portion of the inner chamber 65, and the water flows through the hole 66 correspondingly.
Through the inner chamber 65. When the extruded water is added to the water in the lower chamber 15C, the lower chamber 15C becomes full and subsequently starts filling the vertical pipe 18B.

【0048】この実施例で使用する圧縮空気は湖水の水
深が60mであれば、少なくとも7kg/cm2、好ま
しくは10kg/cm2の高圧空気を使用する。6kg
/cm 2未満では圧力に余裕がなく、次の(b)が円滑
に実行できないからである。
The compressed air used in this embodiment is lake water.
If the depth is 60m, at least 7kg / cmTwo, Preferred
Or 10kg / cmTwoUse high pressure air. 6 kg
/ Cm TwoIf less than the pressure, there is no room for the pressure, and the following (b) will be smooth
Because it cannot be executed.

【0049】(b)は、インナチャンバ65の水を十分
に押出した状態を示し、このときに縦管18Bが満水と
なり且つ横管21Bから水が湖水へ溢れでる。予め空気
吹込み管29で空気を吹込めば気泡で魚が誘導され、水
と共に魚が横管21Bから湖水に至ることになる。次に
排水弁28を開いて、横管21B及び縦管18Bの水を
低水路12へ排出して、図13(a)に戻す。
(B) shows a state in which the water in the inner chamber 65 has been sufficiently extruded. At this time, the vertical pipe 18B is full and the water overflows from the horizontal pipe 21B into the lake water. If the air is blown in advance by the air blowing pipe 29, the fish is guided by air bubbles, and the fish flows from the horizontal pipe 21B to the lake water together with the water. Next, the drain valve 28 is opened, and the water in the horizontal pipe 21B and the vertical pipe 18B is discharged to the low water channel 12, and the flow returns to FIG.

【0050】この第3実施例は、インナチャンバ65を
内蔵するため低位チャンバ15Cの構造がやや複雑にな
る。しかし、図8で示した注水管25、注水弁26及び
第2注水装置60が不要となり、魚道は全体としてコン
パクトになり見栄えが良くなる。この第3実施例及び先
に述べた第2実施例は「遡上」に好適な魚道であり、魚
をダム湖13から低水路12へ戻す魚道ではない。そこ
で、下流側へ魚を移動する技術を次に説明する。なお、
ダム湖13から低水路12へ戻すことを「降河」と呼ぶ
ことにする。
In the third embodiment, since the inner chamber 65 is built in, the structure of the lower chamber 15C is slightly complicated. However, the water injection pipe 25, the water injection valve 26, and the second water injection device 60 shown in FIG. 8 become unnecessary, and the fishway becomes compact as a whole and has a good appearance. This third embodiment and the above-described second embodiment are fishways suitable for "running up", and are not fishways returning fish from the dam lake 13 to the low waterway 12. Therefore, a technique for moving fish downstream is described below. In addition,
Returning from the dam lake 13 to the low water channel 12 is referred to as “drainage”.

【0051】図15は本発明に係る降河用魚送装置の斜
視図であり、降河用魚送装置80は、密閉容器であるベ
ッセル81と、ベッセル81の天井に設けた開口82及
びこの開口82を塞ぐシャッタ83と、魚を集めるため
にベッセル81の天井に立てた網フェンス84及びガイ
ドフェンス85,85と、フェンス84,85,85を
湖面に半沈させ、ベッセル81を沈めるごとくにレベル
を保つフロート86,86及びアンカ87・・・と、網フ
ェンス84へ魚を追込むために水流を発生させるスプレ
ーパイプ88と、吸引パイプ89から水を吸込み、加圧
してスプレーパイプ88へ送る循環ポンプ90と、シャ
ッタ83を開け、一定時間経過後に閉じ、ベッセル81
の上部にエア供給管91を通じて圧縮空気を吹込んでベ
ッセル81内の水及び魚を魚送管92を通じて高所へ送
り出す一連の動作を実行する制御部93と、その他の配
管類からなる。
FIG. 15 is a perspective view of a fish feeding device for descending river according to the present invention. The fish feeding device for descending river 80 comprises a vessel 81 which is a closed container, an opening 82 provided on the ceiling of the vessel 81, and A shutter 83 for closing the opening 82, a net fence 84 and guide fences 85, 85 erected on the ceiling of the vessel 81 for collecting fish, and the fences 84, 85, 85 are semi-sinked on the lake surface, so that the vessel 81 is sunk. Floats 86, 86 and anchors 87... That maintain the level, a spray pipe 88 for generating a water flow for pursuing fish to the net fence 84, and water sucked in from a suction pipe 89, pressurized and sent to the spray pipe 88 The circulation pump 90 and the shutter 83 are opened and closed after a lapse of a predetermined time, and the vessel 81 is closed.
A control unit 93 for executing a series of operations for blowing water and fish in the vessel 81 to a high place through a fish feed pipe 92 by blowing compressed air through an air supply pipe 91 to the upper part of the vessel, and other piping.

【0052】図16(a)〜(c)は本発明に係る降河
用魚送装置の作用説明図である。(a)において、魚を
網フェンス84に追込み、ベッセル81の内部に設けて
ある音響発信器41で振動波を発信し、発光ランプ42
を点灯し、シャッタ83を開ける。網フェンス84に近
づいた魚は音響及び光に誘導され、開口82を通じてベ
ッセル81に入る。
FIGS. 16 (a) to 16 (c) are diagrams for explaining the operation of the fish feeding device for descending river according to the present invention. 8A, a fish is driven into a net fence 84, a vibration wave is transmitted by an acoustic transmitter 41 provided inside a vessel 81, and a light-emitting lamp 42 is provided.
Is turned on, and the shutter 83 is opened. The fish approaching the net fence 84 is guided by sound and light and enters the vessel 81 through the opening 82.

【0053】(b)において、シリンダに圧縮空気を供
給してシャッタ83を閉じ、且つエア供給管91でベッ
セル81に圧縮空気を吹込む。この吹込みにより、ベッ
セル81内部の水の水位が下り、その分だけ水が魚送管
92を通じて排出される。この水と共に魚は強制的にベ
ッセル81外へ出る。(c)において、魚送管92の先
を堤体11を越えさせ、縦管18に差込めば、ダム湖1
3の魚を縦管18へ戻すことができる。
In (b), the compressed air is supplied to the cylinder, the shutter 83 is closed, and the compressed air is blown into the vessel 81 by the air supply pipe 91. By this blowing, the water level in the vessel 81 falls, and the water is discharged through the fish pipe 92 by that amount. The fish is forced out of the vessel 81 together with the water. In (c), the tip of the fish pipe 92 is made to pass over the levee body 11 and inserted into the vertical pipe 18, and the dam lake 1
The third fish can be returned to the vertical tube 18.

【0054】この後、(b)に戻って、弁94,95を
開き、弁95から空気を排出しつつ、弁94を通じて、
湖水をベッセル81に注入する。注入が終ったら、弁9
4,95を閉じる。これで図16(a)の状態に戻すこ
とができる。すなわち、(a),(b)を繰り返すこと
により間欠的に魚を降河させることができる。
Thereafter, returning to (b), the valves 94 and 95 are opened, and the air is discharged from the valve 95.
The lake water is injected into the vessel 81. When the injection is over, valve 9
Close 4,95. Thus, the state shown in FIG. That is, the fish can be intermittently descended by repeating (a) and (b).

【0055】図17は本発明に係る総合的魚道システム
の斜視図であり、総合的魚道システム100は、ダム湖
13と低水路12とを区切る堤体11自身又は堤体11
の近傍に設けた、水位がダム湖13の水面より上位とな
る上段池101並びに水位がダム湖13の水面より下位
となる中段池102と、これら上段池101と中段池1
02とを結ぶ傾斜水路(スラローム水路やせせらぎ水路
を含む)103と、上段池101に魚及び水を送る降河
用魚送装置80(詳細は図15参照)と、上段池101
の底をダム湖13に連通し、上段池101の水及び魚を
残らずダム湖13へ落とす上段池ドレーン管104と、
低水路12に半沈又は沈めた図3記載の低位チャンバ1
5と、この低位チャンバ15を低水路12に連通する入
口を遮断する低位ゲート17と、低位チャンバ15から
立上げた縦管18Bと、この縦管18Bの上端を中段池
102の水面より上の空間に開口する横管21Bと、低
位チャンバ15に湖水を供給する注水管(図18に示す
符号25)及び注水弁(図18に示す符号26)と、低
位チャンバ15の水を低水路12へ排出する排水管及び
排水弁(図18に示す符号27,28)と、低位チャン
バ15へ魚を誘導するために空気を吹込む空気吹込み管
及び空気弁(図18に示す符号29,31)と、中段池
102の水及び魚を残らず低水路12へ落とす中段池ド
レーン管105とからなる。
FIG. 17 is a perspective view of the integrated fishway system according to the present invention. The integrated fishway system 100 includes the embankment 11 itself or the embankment 11 that separates the dam lake 13 and the low waterway 12.
, An upper pond 101 whose water level is higher than the water surface of the dam lake 13, a middle pond 102 whose water level is lower than the water surface of the dam lake 13, these upper pond 101 and the middle pond 1.
02, an inclined waterway (including a slalom waterway and a murmuring waterway) 103, a fish feeder 80 for feeding fish and water to the upper pond 101 (see FIG. 15 for details), and an upper pond 101.
An upper pond drain pipe 104 that communicates the bottom of the reservoir with the dam lake 13 and drops all the water and fish in the upper pond 101 to the dam lake 13;
The low chamber 1 shown in FIG.
5, a lower gate 17 that shuts off an inlet connecting the lower chamber 15 to the low water channel 12, a vertical pipe 18B rising from the low chamber 15, and an upper end of the vertical pipe 18B above the water surface of the middle pond 102. A horizontal pipe 21B opening into the space, a water injection pipe (reference numeral 25 shown in FIG. 18) and a water injection valve (reference numeral 26 shown in FIG. 18) for supplying lake water to the low chamber 15, and water in the low chamber 15 to the low water passage 12. A drain pipe and a drain valve for draining (reference numerals 27 and 28 shown in FIG. 18), and an air blowing pipe and an air valve for blowing air to guide fish to the lower chamber 15 (reference numerals 29 and 31 shown in FIG. 18). And a middle pond drain pipe 105 for dropping water and fish from the middle pond 102 to the low water channel 12.

【0056】なお、107は小川であり、この小川10
7の注水で傾斜水路103に常に流れを造る。中段池1
02における余剰水はオーバフロー水路108を通じて
低水路12へ流す。従って、上段池101及び中段池1
02が溢れる心配はない。109は魚止めネットであ
る。
Reference numeral 107 denotes a stream, and this stream 10
A flow is always created in the inclined channel 103 by the injection of water 7. Middle terrace pond 1
The excess water in 02 flows to the low water channel 12 through the overflow water channel 108. Therefore, the upper pond 101 and the middle pond 1
Don't worry about overflowing 02. 109 is a fish stopping net.

【0057】図18は本発明に係る総合的魚道システム
の作用説明図(その1)であり、注水管25及び注水弁
26で低位チャンバ15に注水すること、排水管27及
び排水弁28にて低位チャンバ15の水を低水路12へ
排出すること、及び空気吹込み管29及び空気弁31に
て低位チャンバ15へ空気を吹込むことは、第2実施例
で説明した通りである。ただし、中段池102がダム湖
13より十分下位にあるので、注水管25を通じて低位
チャンバ15に湖水を送ると、この湖水は縦管18Bの
上端より上まで上昇する力があり、この結果、水は横管
21Bから中段池102に出る。即ち、図8で示した第
2注水装置60や図11で示したインナチャンバ65は
不要となる。その他の排水管27、排水弁28、空気吹
込み管29及び空気弁31の作用は既述の通りであるか
らここでは説明を省略する。
FIG. 18 is a diagram for explaining the operation of the integrated fishway system according to the present invention (No. 1), in which water is injected into the lower chamber 15 by the water injection pipe 25 and the water injection valve 26, and the water is drained by the drain pipe 27 and the drain valve 28. The discharging of the water in the lower chamber 15 to the lower water channel 12 and the blowing of air into the lower chamber 15 by the air blowing pipe 29 and the air valve 31 are as described in the second embodiment. However, since the middle pond 102 is sufficiently lower than the dam lake 13, when the lake water is sent to the lower chamber 15 through the irrigation pipe 25, the lake water has a power to rise above the upper end of the vertical pipe 18B. Exits to the middle pond 102 from the horizontal pipe 21B. That is, the second water injection device 60 shown in FIG. 8 and the inner chamber 65 shown in FIG. 11 become unnecessary. The other operations of the drain pipe 27, the drain valve 28, the air blowing pipe 29, and the air valve 31 are as described above, and thus description thereof is omitted here.

【0058】図18において、低位チャンバ15、縦管
18B及び横管21Bを通じて、矢印の通りに、低水
路12の魚を中段池102へ移送する。中段池102の
魚は傾斜水路103を矢印の通りに自力で遡上する。
矢印,により上段池101に魚が集ることが期待で
きる。そこで、一定時間経過したら、第1ドレーン弁1
11を開いて上段池ドレーン管104を通じて、上段池
101の溜まり水を全量ダム湖13へ落とす(矢印
)。これで、上段池101の魚も全てダム湖13に移
動したことになる。
In FIG. 18, the fish in the low water channel 12 is transferred to the middle pond 102 through the low chamber 15, the vertical pipe 18B and the horizontal pipe 21B as shown by the arrows. The fish in the middle pond 102 go up the slope waterway 103 by themselves as indicated by the arrow.
It can be expected that fish gather at the upper pond 101 by the arrow. Therefore, after a certain period of time, the first drain valve 1
11 is opened, and all the accumulated water in the upper pond 101 is dropped to the dam lake 13 through the upper pond drain pipe 104 (arrow). This means that all fish in the upper pond 101 have moved to the dam lake 13.

【0059】図19は本発明に係る総合的魚道システム
の作用説明図(その2)であり、降河用魚送装置80に
て矢印の通りにダム湖13の魚を上段池101へ移
す。降河を目指す魚であれば上段池101から傾斜水路
103を通って中段池102へ移動する(矢印)。一
定時間毎に、第2ドレーン弁112を開いて中段池ドレ
ーン管105を通じて、中段池102の溜まり水を魚と
共に全量低水路12へ落とす(矢印)。矢印〜で
ダム湖13の魚を低水路12へ移すことができる。
FIG. 19 is a diagram (part 2) for explaining the operation of the integrated fishway system according to the present invention. The fish from the dam lake 13 is transferred to the upper pond 101 by the descending fish feeder 80 as indicated by the arrow. If the fish aims to descend, it moves from the upper pond 101 to the middle pond 102 through the inclined channel 103 (arrow). At regular time intervals, the second drain valve 112 is opened, and the accumulated water in the middle pond 102 is dropped together with the fish to the low water channel 12 through the middle pond drain pipe 105 (arrow). The fish in the dam lake 13 can be moved to the low waterway 12 by the arrow.

【0060】すなわち、図18は遡上作用図、図19は
降河作用図であり、この双方向の作用を達成できる図1
7に示した総合的魚道システム100は水位高低差の大
きなダム(ハイダム)に好適であると言える。
That is, FIG. 18 is a diagram of the upstream operation, and FIG. 19 is a diagram of the descending operation.
It can be said that the integrated fishway system 100 shown in FIG. 7 is suitable for a dam having a large difference in water level (high dam).

【0061】尚、縦管18,18Bは実施例の様に堤体
11の外壁に沿わせた斜めの管のほか、堤体11に埋め
込んだ埋設管、堤体11に空洞形成したトンネルの何れ
であってもよい。
The vertical pipes 18 and 18B may be either diagonal pipes along the outer wall of the bank body 11 as in the embodiment, buried pipes embedded in the bank body 11, or tunnels formed in the bank body 11. It may be.

【0062】また、低位ゲート17,17C自体に排水
弁28を組込み、排水管27を低位ゲート17,17C
に一体化することもできる。
Further, a drain valve 28 is incorporated in the lower gates 17, 17C themselves, and the drain pipe 27 is connected to the lower gates 17, 17C.
It can also be integrated with.

【0063】さらに又、堤体11前後の水位差が小さい
場合には、入口16を閉じる低位ゲート17,17Cで
排水弁28を兼ねさせることもできる。この場合には、
入口16が排水管27を兼ねる。従って、排水管27及
び排水弁28は独立して設けること、他の部材に兼用さ
せることの何れであってもよい。
Further, when the water level difference between the front and rear of the embankment body 11 is small, the lower gates 17 and 17C that close the inlet 16 can also serve as the drain valve 28. In this case,
The inlet 16 also serves as a drain pipe 27. Therefore, the drain pipe 27 and the drain valve 28 may be provided independently, or may be shared by other members.

【0064】[0064]

【発明の効果】本発明は上記構成により次の効果を発揮
する。請求項1は、低位チャンバと、縦管と、横管と、
湖水を低位チャンバに注入する注水管及び注水弁と、制
御部でダム用魚道を構成し、低水路の魚を低位チャンバ
に呼び込むために低位ゲートを開き、一定時間後閉じ、
注水弁を開いて低位チャンバ、縦管及び横管に湖水を注
水し、次に高位ゲートを開いて魚をダム湖へ送り出すよ
うにしたものであって、湖水圧を巧みに利用して、低水
路の魚をダム湖に移動させることができるものである。
縦管を上昇する水に連れて魚を低水路から高所のダム湖
へ移動するので、魚にダメージを与えることなく、円滑
に遡上させることができる。魚道は全体として縦長の構
成となるため、ハイダムに容易に設置できる且つ魚道の
コンパクト化が達成できる。
According to the present invention, the following effects are exhibited by the above configuration. Claim 1 claims a lower chamber, a vertical tube, a horizontal tube,
A water pipe and a water injection valve for injecting lake water into the low chamber, and a control section constitute a dam fishway, open the low gate to attract fish in the low waterway to the low chamber, and close it after a certain time,
Opening a water injection valve to inject lake water into the lower chamber, vertical pipe and horizontal pipe, and then opening a higher gate to send out fish to the dam lake. The fish in the waterway can be moved to the dam lake.
The fish moves from the low water channel to the high dam lake with the rising water of the vertical pipe, so that the fish can go up smoothly without damaging the fish. Since the fishway has a vertically long configuration as a whole, the fishway can be easily installed on the high dam and the fishway can be made compact.

【0065】請求項2は、低位チャンバと、縦管と、横
管と、縦管上部に注水する第2注水装置と、湖水を低位
チャンバに注入する注水管及び注水弁と、制御部でダム
用魚道を構成し、低水路の魚を低位チャンバに呼び込む
ために低位ゲートを開き、一定時間後閉じ、注水弁を開
いて低位チャンバ及び縦管に湖水を注水し、次に第2注
水装置で縦管の上端近傍に湖水を注水することで魚をダ
ム湖へ送り出すものであって、湖水圧を巧みに利用する
とともに、水の不足分は第2注水装置で補うことで、低
水路の魚をダム湖に移動させることができるものであ
る。縦管を上昇する水に連れて魚を低水路から高所のダ
ム湖へ移動するので、魚にダメージを与えることなく、
円滑に遡上させることができる。魚道は全体として縦長
の構成となるため、ハイダムに容易に設置できる且つ魚
道のコンパクト化が達成できる。
In the second aspect, a low chamber, a vertical pipe, a horizontal pipe, a second water injection device for injecting water into the upper part of the vertical pipe, a water injection pipe and a water injection valve for injecting lake water into the low chamber, and a dam for the control unit. A lowway gate is opened to draw fish from the low waterway into the low chamber, closed after a certain time, the water injection valve is opened to inject lake water into the low chamber and the vertical pipe, and then the second water injection device is constructed. The fish is sent to the dam lake by pouring the lake water near the upper end of the vertical pipe, and the lake water pressure is skillfully used. Can be moved to a dam lake. The fish moves from the low water channel to the high dam lake with the vertical pipe rising water, without damaging the fish,
You can go up smoothly. Since the fishway has a vertically long configuration as a whole, the fishway can be easily installed on the high dam and the fishway can be made compact.

【0066】請求項3は、低位チャンバと、縦管と、横
管と、低位チャンバの水を押上げるためのインナチャン
バ及び第2空気吹込み管並びに第2空気弁と、制御部で
ダム用魚道を構成し、低水路の魚を低位チャンバに呼び
込むために低位ゲートを開き、一定時間後閉じ、第2空
気弁を開いてインナチャンバの水を押出すことにより、
低位チャンバの水を縦管及び横管を介してダム湖へ放出
して、魚をダム湖へ送り出すものであって、空気圧を巧
みに利用して、低水路の魚をダム湖へ移動させることが
できるものである。縦管を上昇する水に連れて魚を低水
路から高所のダム湖へ移動するので、魚にダメージを与
えることなく、円滑に遡上させることができる。魚道は
全体として縦長の構成となるため、ハイダムに容易に設
置できる且つ魚道のコンパクト化が達成できる。
A third aspect of the present invention provides a low chamber, a vertical pipe, a horizontal pipe, an inner chamber for pushing up water in the low chamber, a second air blowing pipe and a second air valve, and a control unit for dams. By constructing a fishway, opening the lower gate to attract the fish in the lower channel to the lower chamber, closing it after a certain period of time, opening the second air valve and pushing out the water in the inner chamber,
Discharging the water in the lower chamber to the dam lake through the vertical and horizontal pipes and sending out the fish to the dam lake. Using the air pressure to move the fish in the lower waterway to the dam lake. Can be done. The fish moves from the low water channel to the high dam lake with the rising water of the vertical pipe, so that the fish can go up smoothly without damaging the fish. Since the fishway has a vertically long configuration as a whole, the fishway can be easily installed on the high dam and the fishway can be made compact.

【0067】請求項4では、ダムの放流水で圧縮空気を
製造し、この圧縮空気で魚道に係るゲートの開閉及び各
種弁の開閉を実施する。一般にゲートの開閉及び各種弁
の開閉のための圧縮空気はモータを駆動源とするコンプ
レッサで製造するので、電気費が嵩む。この点、請求項
4によれば、ダムの放流するで圧縮空気を製造するの
で、電気が不要となり、外から電気を買う必要がなくな
り、運転費の削減が図れる。
According to a fourth aspect of the present invention, compressed air is produced from the water discharged from the dam, and the compressed air is used to open and close the gate and various valves of the fishway. In general, compressed air for opening and closing gates and opening and closing various valves is produced by a compressor using a motor as a driving source. In this regard, according to the fourth aspect, since compressed air is produced by discharging from the dam, electricity is not required, so there is no need to buy electricity from outside, and the operating cost can be reduced.

【0068】請求項5は、低位チャンバ内に、魚を誘導
するための音響発振器又は発光ランプを配置したことを
特徴とし、振動波又は光で魚を誘導し、低位チャンバへ
集めるようにしたので、低位チャンバに効果的に魚を集
めることができ、魚の移動を効率よく行うことができ
る。
A fifth aspect of the present invention is characterized in that an acoustic oscillator or a light emitting lamp for guiding fish is arranged in the lower chamber, and the fish is guided by vibration waves or light and collected in the lower chamber. The fish can be effectively collected in the lower chamber, and the fish can be moved efficiently.

【0069】請求項6は、ベッセルと、シャッタと、網
フェンスと、エアパイプと、魚送管と、制御部とで降河
用魚送装置を構成し、シャッタを開け、一定時間経過後
に閉じ、ベッセルの上部に圧縮空気を吹込んでベッセル
内の水及び魚を魚送管を通じて高所へ送り出すようにし
てたものであって、空気圧を巧みに利用して魚を高所へ
移動させることができる。この降河用魚送装置にて、ダ
ム湖の魚をダム湖より高位の例えば上段池へ移動するこ
とができる。
According to a sixth aspect of the present invention, there is provided a fish feeding device for descending river comprising a vessel, a shutter, a net fence, an air pipe, a fish feeding tube, and a control unit, wherein the shutter is opened and closed after a lapse of a predetermined time. Compressed air is blown into the upper part of the vessel to send out water and fish in the vessel to a high place through a fish pipe, and the fish can be moved to a high place by using air pressure skillfully. . With this fish-falling fish feeder, fish from the dam lake can be moved to, for example, an upper pond higher than the dam lake.

【0070】請求項7は、ベッセル内に、魚を誘導する
ための音響発振器又は発光ランプを配置したことを特徴
とし、振動波又は光で魚を誘導し、ベッセルへ集めるよ
うにしたので、ベッセルに効果的に魚を集めることがで
き、魚の移動を効率よく行うことができる。
A seventh aspect of the present invention is characterized in that an acoustic oscillator or a light emitting lamp for guiding fish is arranged in the vessel, and the fish is guided by vibration waves or light and collected in the vessel. The fish can be collected effectively and the fish can be moved efficiently.

【0071】請求項8は、低水路→低位チャンバ→縦管
→横管→中段池→傾斜水路→上段池→上段池ドレーン管
→ダム湖の順で、魚を遡上させることができ、又、ダム
湖→降河用魚送装置→上段池→傾斜水路→中段池→中段
池ドレーン管→低水路の順で、魚を降河させることので
きる総合的魚送システムである。上段池や中段池を堤体
近傍に設けることは地形的に困難さはなく、低位チャン
バ、縦管及び横管は堤体にごく近接させて設置すること
ができる。従って、総合的魚送システムは堤体に沿った
コンパクトなものとなり、好ましい。また、総合的魚送
システムは魚の遡上及び降河とが実施できるので、ハイ
ダムにおける極めて有益な魚道を提供することができ
る。
According to claim 8, the fish can be moved up in the order of low water channel → lower chamber → vertical tube → horizontal tube → middle stage pond → inclined channel → upper pond → upper pond drain tube → dam lake. This is a comprehensive fish feeding system that allows fish to descend in the order of dam lake → descending fish feeder → upper pond → inclined channel → middle pond → middle pond drain pipe → low water channel. Providing the upper and middle ponds in the vicinity of the embankment is not geographically difficult, and the lower chamber, vertical pipe and horizontal pipe can be installed very close to the embankment. Therefore, the integrated fish feeding system becomes compact along the embankment body, which is preferable. Also, since the integrated fish feeding system can carry out fish ascending and descending, it can provide a very useful fishway in the high dam.

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

【図1】本発明に係る魚道(第1実施例)の斜視図FIG. 1 is a perspective view of a fishway (first embodiment) according to the present invention.

【図2】本発明に係る魚道(第1実施例)の断面図FIG. 2 is a sectional view of a fishway (first embodiment) according to the present invention.

【図3】本発明に係る低位チャンバの断面図FIG. 3 is a sectional view of a lower chamber according to the present invention.

【図4】本発明に好適な圧縮空気発生装置の原理図FIG. 4 is a principle diagram of a compressed air generator suitable for the present invention.

【図5】本発明の魚道(第1実施例)の作用説明図(そ
の1)
FIG. 5 is a diagram illustrating the operation of the fishway (first embodiment) of the present invention (part 1).

【図6】本発明の魚道(第1実施例)の作用説明図(そ
の2)
FIG. 6 is a view for explaining the operation of the fishway (first embodiment) of the present invention (part 2).

【図7】本発明の魚道(第1実施例)の作用説明図(そ
の3)
FIG. 7 is a view for explaining the operation of the fishway (first embodiment) of the present invention (part 3).

【図8】本発明に係る魚道(第2実施例)の断面図FIG. 8 is a sectional view of a fishway (second embodiment) according to the present invention.

【図9】第2実施例に係る魚道の作動説明図(その1)FIG. 9 is an explanatory view of the operation of the fishway according to the second embodiment (part 1).

【図10】第2実施例に係る魚道の作動説明図(その
2)
FIG. 10 is an explanatory diagram of the operation of the fishway according to the second embodiment (part 2).

【図11】本発明に係る魚道(第3実施例)の断面図FIG. 11 is a sectional view of a fishway (third embodiment) according to the present invention.

【図12】第3実施例の低位チャンバの断面図FIG. 12 is a cross-sectional view of the lower chamber of the third embodiment.

【図13】第3実施例の作用説明図(その1)FIG. 13 is an operation explanatory view of the third embodiment (part 1).

【図14】第3実施例の作用説明図(その2)FIG. 14 is a view for explaining the operation of the third embodiment (part 2);

【図15】本発明に係る降河用魚送装置の斜視図FIG. 15 is a perspective view of a fish feeding device for descending rivers according to the present invention.

【図16】本発明に係る降河用魚送装置の作用説明図FIG. 16 is an explanatory view of the operation of the fish feeding device for descending river according to the present invention.

【図17】本発明に係る総合的魚道システムの斜視図FIG. 17 is a perspective view of an integrated fishway system according to the present invention.

【図18】本発明に係る総合的魚道システムの作用説明
図(その1)
FIG. 18 is an explanatory view of the operation of the integrated fishway system according to the present invention (part 1).

【図19】本発明に係る総合的魚道システムの作用説明
図(その2)
FIG. 19 is a view for explaining the operation of the integrated fishway system according to the present invention (part 2).

【図20】従来のダムの断面図FIG. 20 is a sectional view of a conventional dam.

【図21】従来の魚道の断面図FIG. 21 is a sectional view of a conventional fishway.

【符号の説明】[Explanation of symbols]

10,10B,10C…魚道、11…堤体、12…低水
路、13…ダム湖、15,15C…低位チャンバ、16
…低位チャンバの入口、17,17C…低位ゲート、1
8,18B…縦管、21,21B…横管、22…高位ゲ
ート、25…注水管、26…注水弁、27…排水管、2
8…排水弁、29…空気吹込み管、31…空気弁、3
2,32B,32C…魚道の制御部、41…音響発振
器、42…発光ランプ、50…圧縮空気発生装置、53
…軸、54…水車羽根、56…圧縮機羽根、60…第2
注水装置、61…水ポンプ、65…インナチャンバ、6
6…通孔、67…第2空気吹込み管、68…第2空気
弁、80…降河用魚送装置、81…ベッセル、82…ベ
ッセルの開口、83…シャッタ、84…網フェンス、8
5…ガイドフェンス、86…フロート、87…アンカ、
91…エア供給管、92…魚送管、93…降河用魚送装
置の制御部、100…総合的魚送システム、101…上
段池、102…中段池、103…傾斜水路、104…上
段池ドレーン管、105…中段池ドレーン管、111…
第1ドレーン弁、112…第2ドレーン弁。
10, 10B, 10C: fishway, 11: embankment, 12: low waterway, 13: dam lake, 15, 15C: low chamber, 16
... Low chamber inlet, 17, 17C ... Low gate, 1
8, 18B: vertical pipe, 21, 21B: horizontal pipe, 22: high gate, 25: injection pipe, 26: injection valve, 27: drain pipe, 2
8 ... drain valve, 29 ... air blowing pipe, 31 ... air valve, 3
2, 32B, 32C: fishway control unit, 41: acoustic oscillator, 42: light emitting lamp, 50: compressed air generator, 53
... shaft, 54 ... water turbine blade, 56 ... compressor blade, 60 ... second
Water injection device, 61: water pump, 65: inner chamber, 6
6 ... through-hole, 67 ... 2nd air blowing pipe, 68 ... 2nd air valve, 80 ... fish feeder for descending river, 81 ... vessel, 82 ... opening of vessel, 83 ... shutter, 84 ... net fence, 8
5 ... guide fence, 86 ... float, 87 ... anchor,
Reference numeral 91: air supply pipe, 92: fish feed pipe, 93: control unit of a fish feeder for descending river, 100: comprehensive fish feed system, 101: upper pond, 102: middle pond, 103: inclined waterway, 104: upper row Pond drain pipe, 105 ... Middle pond drain pipe, 111 ...
First drain valve, 112... Second drain valve.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 染谷 健司 沖縄県名護市字名護4752番地 沖縄開発庁 沖縄総合事務局北部ダム事務所内 (72)発明者 坂本 忠彦 東京都港区麻布台2丁目4番5号 メソニ ック39森ビル7F 財団法人ダム技術セン ター内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Kenji Someya 4752, Nago, Nago City, Okinawa Prefecture Okinawa Development Agency Okinawa General Secretariat Northern Dam Office (72) Inventor Tadahiko Sakamoto 2-4-5 Azabudai, Minato-ku, Tokyo Mesonic 39 Mori Building 7F Inside the Dam Technology Center

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 堤体の下流側の低水路と上流側のダム湖
とを結ぶ魚道であって、この魚道は、低水路に半沈又は
沈めた低位チャンバと、この低位チャンバを低水路に連
通する入口を遮断する低位ゲートと、前記低位チャンバ
から立上げた縦管と、この縦管の上部をダム湖の水面下
に繋ぐ横管と、横管の出口を塞ぐ高位ゲートと、前記低
位チャンバに湖水を供給する注水管及び注水弁と、低位
チャンバの水を低水路へ排出する排水管及び排水弁と、
前記低位チャンバへ魚を誘導するために空気を吹込む空
気吹込み管及び空気弁と、低水路の魚を低位チャンバに
呼び込むために低位ゲートを開き、一定時間後閉じ、注
水弁を開いて低位チャンバ、縦管及び横管に湖水を注水
し、次に高位ゲートを開いて魚をダム湖へ送り出し可能
にする一連の動作を実行する制御部と、からなることを
特徴としたダム用魚道。
1. A fishway connecting a low waterway on the downstream side of an embankment body and a dam lake on the upstream side, the fishway comprising a lower chamber semi-sinked or submerged in the lower waterway, and a lower chamber connected to the lower waterway. A lower gate for shutting off the communicating inlet, a vertical pipe rising from the lower chamber, a horizontal pipe connecting the upper part of the vertical pipe below the surface of the dam lake, a high gate closing an outlet of the horizontal pipe, An injection pipe and an injection valve for supplying lake water to the chamber, a drain pipe and an exhaust valve for discharging water from the lower chamber to the lower waterway,
An air blowing pipe and an air valve for blowing air to guide the fish to the lower chamber, and a lower gate to open the fish in the lower waterway into the lower chamber, and after a certain period of time, closing and opening a water injection valve to lower the lower level. A fishway for dams, comprising: a controller for injecting lake water into the chambers, vertical pipes and horizontal pipes, and then performing a series of operations for opening a high gate and sending fish to the dam lake.
【請求項2】 堤体の下流側の低水路と上流側のダム湖
とを結ぶ魚道であって、この魚道は、低水路に半沈又は
沈めた低位チャンバと、この低位チャンバを低水路に連
通する入口を遮断する低位ゲートと、前記低位チャンバ
から立上げた縦管と、この縦管の上端をダム湖の水面よ
り上の空間に開口する横管と、前記縦管の上端近傍に湖
水を注入する第2注水装置と、前記低位チャンバに湖水
を供給する注水管及び注水弁と、低位チャンバの水を低
水路へ排出する排水管及び排水弁と、前記低位チャンバ
へ魚を誘導するために空気を吹込む空気吹込み管及び空
気弁と、低水路の魚を低位チャンバに呼び込むために低
位ゲートを開き、一定時間後閉じ、注水弁を開いて低位
チャンバ及び縦管に湖水を注水し、次に第2注水装置で
縦管の上端近傍に湖水を注水することで魚をダム湖へ送
り出す一連の動作を実行する制御部と、からなることを
特徴としたダム用魚道。
2. A fishway connecting a lower waterway on the downstream side of the embankment body and a dam lake on the upstream side, wherein the fishway includes a lower chamber semi-sinked or submerged in the lower waterway, and the lower chamber connected to the lower waterway. A lower gate for shutting off the communicating inlet, a vertical pipe rising from the lower chamber, a horizontal pipe opening the upper end of the vertical pipe above the water surface of the dam lake, and a lake near the upper end of the vertical pipe. A second water injection device for injecting water, a water supply pipe and a water supply valve for supplying lake water to the lower chamber, a drain pipe and a water valve for discharging water from the lower chamber to a lower waterway, and for guiding fish to the lower chamber. Open the air inlet pipe and air valve, and the lower gate to draw the fish in the lower waterway into the lower chamber, close it after a certain period of time, open the water injection valve and inject the lake water into the lower chamber and the vertical pipe. Next, a lake is placed near the upper end of the vertical pipe with the second water injection device. A fishway for dams, comprising: a control unit for executing a series of operations for sending fish to a dam lake by injecting water.
【請求項3】 堤体の下流側の低水路と上流側のダム湖
とを結ぶ魚道であって、この魚道は、低水路に半沈又は
沈めた低位チャンバと、この低位チャンバを低水路に連
通する入口を遮断する低位ゲートと、前記低位チャンバ
から立上げた縦管と、この縦管の上端をダム湖の水面よ
り上の空間に開口する横管と、低位チャンバに内蔵した
密封構造のインナチャンバと、このインナチャンバの内
外を連通するためにインナチャンバの下部に開けた通孔
と、インナチャンバの上部空間に空気を吹込む第2空気
吹込み管及び第2空気弁と、インナチャンバの上部空間
に溜まった空気を排出する空気抜き管及び空気抜き弁
と、低位チャンバの水を低水路へ排出する排水管及び排
水弁と、前記低位チャンバへ魚を誘導するために空気を
吹込む空気吹込み管及び空気弁と、低水路の魚を低位チ
ャンバに呼び込むために低位ゲートを開き、一定時間後
閉じ、第2空気弁を開いてインナチャンバの水を押出す
ことにより、低位チャンバの水を縦管及び横管を介して
ダム湖へ放出して、魚をダム湖へ送り出す一連の動作を
実行する制御部と、からなることを特徴としたダム用魚
道。
3. A fishway connecting a lower waterway on the downstream side of the embankment body and a dam lake on the upstream side, the fishway comprising a lower chamber semi-sinked or submerged in the lower waterway, and the lower chamber being connected to the lower waterway. A lower gate for shutting off the communicating inlet, a vertical pipe rising from the lower chamber, a horizontal pipe opening the upper end of the vertical pipe above the water surface of the dam lake, and a sealed structure built in the lower chamber. An inner chamber, a through hole formed in a lower portion of the inner chamber for communicating the inside and the outside of the inner chamber, a second air blowing pipe and a second air valve for blowing air into an upper space of the inner chamber; A vent pipe and a vent valve for discharging air accumulated in the upper space of the lower chamber, a drain pipe and a drain valve for discharging water in the lower chamber to the lower channel, and an air blower for blowing air to guide fish to the lower chamber. Control The lower gate is opened to draw the fish in the lower waterway into the lower chamber, and the lower gate is closed after a certain period of time. The second air valve is opened to push out the water in the inner chamber, so that the water in the lower chamber is drained vertically. And a control unit for executing a series of operations for discharging fish to the dam lake through the horizontal pipe and discharging the fish to the dam lake.
【請求項4】 ゲートや各弁を開閉するときに使用する
圧縮空気や低位チャンバに吹込む空気などダム用魚道で
使用する圧縮空気は、ダムの放流水で水車羽根を廻し、
この水車羽根で圧縮機羽根を廻すところの圧縮空気発生
装置で発生させることを特徴とした請求項1、請求項2
又は請求項3記載のダム用魚道。
4. Compressed air used in dam fishway, such as compressed air used to open and close gates and valves and air blown into a lower chamber, rotates water turbine blades with water discharged from the dam.
3. A compressor according to claim 1, wherein said compressor blades generate said compressed air.
Or the fishway for a dam according to claim 3.
【請求項5】 前記低位チャンバ内に、魚を誘導するた
めの音響発振器又は発光ランプを配置したことを特徴と
する請求項1、請求項2又は請求項3記載のダム用魚
道。
5. The fishway for a dam according to claim 1, wherein an acoustic oscillator or a light emitting lamp for guiding fish is arranged in the lower chamber.
【請求項6】 密閉容器であるベッセルと、ベッセルの
天井に設けた開口及びこの開口を塞ぐシャッタと、魚を
集めるためにベッセルの天井に立てた網フェンス及びガ
イドフェンスと、これらのフェンスを湖面に半沈させ、
ベッセルを沈めるごとくにレベルを保つフロート及びア
ンカと、前記ベッセルの上部に圧縮空気を吹込むエアパ
イプと、ベッセルの下部から水及び魚を導き出し、高所
へ送り出す魚送管と、前記シャッタを開け、一定時間経
過後に閉じ、ベッセルの上部に圧縮空気を吹込んでベッ
セル内の水及び魚を魚送管を通じて高所へ送り出す一連
の動作を実行する制御部と、からなる降河用魚送装置。
6. A vessel which is a closed container, an opening provided in the ceiling of the vessel and a shutter for closing the opening, a net fence and a guide fence which are set up on the ceiling of the vessel for collecting fish, and these fences are provided on a lake surface. Semi-sinking
Float and anchor that keeps the level as if submerging the vessel, an air pipe that blows compressed air into the upper part of the vessel, water and fish from the lower part of the vessel, a fish pipe that sends out to a high place, and the shutter is opened, A control unit that closes after a lapse of a predetermined time and performs a series of operations of blowing compressed air into an upper part of the vessel to send out water and fish in the vessel to a higher place through a fish pipe, and a control unit that performs a series of operations.
【請求項7】 前記ベッセル内に、魚を誘導するための
音響発振器又は発光ランプを配置したことを特徴とする
請求項6記載の降河用魚送装置。
7. The fish feeding device for descending river according to claim 6, wherein an acoustic oscillator or a light emitting lamp for guiding fish is arranged in the vessel.
【請求項8】 ダム湖と低水路とを区切る堤体自身又は
堤体の近傍に設けた、水位がダム湖面より上位となる上
段池並びに水位がダム湖面より下位となる中段池と、こ
れら上段池と中段池とを結ぶ傾斜水路と、前記上段池に
魚及び水を送る請求項6記載の降河用魚送装置と、上段
池の底をダム湖に連通し、上段池の水及び魚を残らずダ
ム湖へ落とす上段池ドレーン管と、前記低水路に半沈又
は沈めた低位チャンバと、この低位チャンバを低水路に
連通する入口を遮断する低位ゲートと、前記低位チャン
バから立上げた縦管と、この縦管の上端を中段池の水面
より上の空間に開口する横管と、前記低位チャンバに湖
水を供給する注水管及び注水弁と、低位チャンバの水を
低水路へ排出する排水管及び排水弁と、前記低位チャン
バへ魚を誘導するために空気を吹込む空気吹込み管及び
空気弁と、前記中段池の水及び魚を残らず低水路へ落と
す中段池ドレーン管とからなる総合的魚道システム。
8. An upper pond having a water level higher than the surface of the dam lake, a middle pond having a water level lower than the surface of the dam lake, and an upper pond provided in the vicinity of the embankment itself or the embankment separating the dam lake and the low waterway. An inclined waterway connecting a pond and a middle pond, a fish feeding device for descending river according to claim 6, which sends fish and water to the upper pond, and a bottom of the upper pond connected to a dam lake, and water and fish in the upper pond. Drain pipe to drop all the water to the dam lake, a lower chamber semi-sunk or submerged in the lower channel, a lower gate to shut off an entrance communicating with the lower chamber to the lower channel, and a low-level chamber, which was set up from the lower chamber. A vertical pipe, a horizontal pipe having an upper end of the vertical pipe opened above the water surface of the middle pond, a water injection pipe and a water injection valve for supplying lake water to the lower chamber, and discharging water from the lower chamber to the lower waterway. A drain pipe and a drain valve for guiding fish to the lower chamber; An integrated fishway system comprising an air blowing pipe and an air valve for blowing air to the inside, and a middle pond drain pipe for dropping water and fish from the middle pond to a low waterway.
JP21336599A 1999-07-28 1999-07-28 Dam Fishway Expired - Lifetime JP4203974B2 (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6942423B2 (en) * 2001-12-26 2005-09-13 Robert E. Davis Migratory fish channel associated with one or more dams in a river
KR101555831B1 (en) * 2015-02-25 2015-09-30 주식회사 자연환경 A fishway natural form with function reducing the speed of current
CN105862686A (en) * 2016-06-01 2016-08-17 中国电建集团贵阳勘测设计研究院有限公司 Upstream and downstream fish dam-passing and communicating device
CN109312551A (en) * 2016-04-29 2019-02-05 鱼心公司 Migration fish pass device

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6942423B2 (en) * 2001-12-26 2005-09-13 Robert E. Davis Migratory fish channel associated with one or more dams in a river
KR101555831B1 (en) * 2015-02-25 2015-09-30 주식회사 자연환경 A fishway natural form with function reducing the speed of current
CN109312551A (en) * 2016-04-29 2019-02-05 鱼心公司 Migration fish pass device
JP2019518156A (en) * 2016-04-29 2019-06-27 カラシダン オーワイ Swimming fish passage device
JP2021099027A (en) * 2016-04-29 2021-07-01 カラシダン オーワイ Migratory fish passage device
US11193250B2 (en) 2016-04-29 2021-12-07 Kalasydän Oy Migratory fish passage arrangement
JP7198852B2 (en) 2016-04-29 2023-01-04 カラシダン オーワイ Migratory fish passage device
CN105862686A (en) * 2016-06-01 2016-08-17 中国电建集团贵阳勘测设计研究院有限公司 Upstream and downstream fish dam-passing and communicating device

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