JPH0529227Y2 - - Google Patents

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Publication number
JPH0529227Y2
JPH0529227Y2 JP15238989U JP15238989U JPH0529227Y2 JP H0529227 Y2 JPH0529227 Y2 JP H0529227Y2 JP 15238989 U JP15238989 U JP 15238989U JP 15238989 U JP15238989 U JP 15238989U JP H0529227 Y2 JPH0529227 Y2 JP H0529227Y2
Authority
JP
Japan
Prior art keywords
pipe
gate
fish
fishway
dam
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP15238989U
Other languages
Japanese (ja)
Other versions
JPH0389734U (en
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 filed Critical
Priority to JP15238989U priority Critical patent/JPH0529227Y2/ja
Publication of JPH0389734U publication Critical patent/JPH0389734U/ja
Application granted granted Critical
Publication of JPH0529227Y2 publication Critical patent/JPH0529227Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、ダムに設けられ魚類を下流水路から
ダム貯水内に溯上させるための魚道装置に関する
ものである。
[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to a fishway device installed in a dam to allow fish to ascend from a downstream waterway into a dam reservoir.

(従来の技術) 従来、この種魚道としては、ダムに添設して緩
傾斜をなす階段状の水路を、ダムの上端から下流
の水面に達するまで形成し、小規模な堰を段階状
に形成する段階式魚道、或いは、緩傾斜の斜面を
ダムの上端から下流水面に達するように形成し、
適所に千鳥形に遮壁を突設し、これによつて流下
水を減勢し魚類が溯上できるようにした斜面式魚
道がある。
(Prior technology) Traditionally, this type of fishway was constructed by forming a gently sloping, step-like waterway attached to a dam from the top of the dam to the water surface downstream, and by constructing a small weir in stages. A staged fishway is formed, or a gently sloped slope is formed from the top of the dam to the downstream water surface,
There is a slope-type fish ladder with shield walls protruding in a staggered pattern at appropriate locations to reduce the force of flowing water and allow fish to ascend.

(考案が解決しようとする課題) ところで、従来の上記魚道は、河川内に構築さ
れるため、渇水期に工事が行なわれ、しかもコン
クリート等の打設によつて現場で直接行なわれる
関係上、完成までに長期間を要するという問題が
ある。
(Problems to be solved by the invention) By the way, since the above-mentioned conventional fishway is constructed in a river, construction is carried out during the dry season, and moreover, it is carried out directly on site by pouring concrete, etc. The problem is that it takes a long time to complete.

また、魚道は緩傾斜として魚類の溯上を図るの
が目的であるから、平面的に大きなスペースを必
要とし、建設費が膨大なものとなり、しかもダム
が大型になるほど増大するなどの問題がある。
In addition, since the purpose of fish ladders is to allow fish to climb up on a gentle slope, they require a large amount of space in terms of planes, resulting in huge construction costs, which increase as the size of the dam increases. .

本考案は、上述のような実状に鑑みて案出され
たもので、その目的とするところは、既設ダムに
も容易にかつ比較的短期間で経済的に構築でき、
平面的にスペースを節減できる魚道装置を提供す
るにある。
The present invention was devised in view of the above-mentioned actual situation, and its purpose is to easily and economically construct existing dams in a relatively short period of time.
An object of the present invention is to provide a fishway device that can save space in a plane.

(課題を解決するための手段) 本考案では、上記目的に達成するために、次の
技術的手段を講じた。
(Means for Solving the Problems) In the present invention, the following technical measures were taken in order to achieve the above object.

すなわち、本考案は、ダム堤体内側に設けた越
流調整ゲートの下部導水口に、ダム堤体を貫通し
かつダム堤体背面側傾斜面に沿つて配設した魚道
管路を接続し、該魚道管路の下流側端部にゲート
を設け、前記管路の途中に透明又は半透明体から
なる明り取り及び魚溜りを複数個所に配設した点
に特徴がある。
That is, the present invention connects a fishway conduit that penetrates the dam body and is arranged along the slope on the back side of the dam body to the lower water inlet of the overflow control gate provided inside the dam body, The present invention is characterized in that a gate is provided at the downstream end of the fish passageway, and a plurality of transparent or semi-transparent light fixtures and fish reservoirs are provided in the middle of the pipeline.

(作用) 本考案によれば、まず、下流側端部の入口ゲー
トを開いて魚道管路の下端部内に魚類を誘導した
後、入口ゲートを閉じ、越流調整ゲートからダム
貯水を徐々に越流させて、魚道管路内の水位を順
次上昇させる。魚類は魚道管路内を水面と共に魚
溜りで休息しながら溯上し、越流調整ゲートの導
水口から該ゲート内に至る。そして、該調整ゲー
ト内の水位上昇と共に魚類も上昇し、該調整ゲー
ト内水位がダム貯水水位と略同じ程度になると、
魚類はダム貯水内に入り、溯上が達成される。
(Operation) According to the present invention, first, the inlet gate at the downstream end is opened to guide fish into the lower end of the fishway pipe, and then the inlet gate is closed, and the dam storage water is gradually overflowed from the overflow adjustment gate. The water level inside the fishway pipe will gradually rise. The fish climb up the fishway conduit while resting on the water surface and in the fish pool, and reach the inside of the gate from the water inlet of the overflow adjustment gate. Then, as the water level inside the regulating gate rises, the fish also rise, and when the water level inside the regulating gate becomes approximately the same as the dam storage water level,
Fish enter the dam water storage area and ascend upstream.

このようにして、魚類の溯上が完了すると、越
流調整ゲートを閉じ(上昇させる)、入口ゲート
を開いて魚道管路内の水を下流へ放流し、再び上
述の操作を繰返し行ない、魚類の溯上を図る。
In this way, when the fish have completed their ascent, the overflow control gate is closed (raised), the inlet gate is opened to release the water in the fishway pipe downstream, and the above operation is repeated again, allowing the fish to rise. Aiming to improve.

(実施例) 以下、本考案の実施例を図面に基づいて説明す
る。図面においては、1はダム堤体、2はダム貯
水、3はダム堤体1の前面貯水内に設けられた多
段式の越流調整ゲートである。該ゲート3は、半
円形扉体4を上下方向に伸縮自在に設けた表面取
水ゲートからなり、ダム堤体1上に設置した開閉
装置5により昇降可能に構成され、最上段扉体4
aの上端縁からダム表層水が越流するようになつ
ている。
(Example) Hereinafter, an example of the present invention will be described based on the drawings. In the drawing, 1 is a dam body, 2 is a dam water storage, and 3 is a multistage overflow adjustment gate provided in the front water storage of the dam dam body 1. The gate 3 consists of a surface intake gate with a semicircular door body 4 that is vertically expandable and retractable, and is configured to be movable up and down by an opening/closing device 5 installed on the dam body 1.
The surface water of the dam overflows from the upper edge of a.

6は魚道管路で、上端の水平管6aはダム堤体
1を貫通して設けられ上流が前記ゲート3下端部
に開口する横孔7に挿入固定され、該水平管6a
の上流側端が前記ゲート3の導水口8に接続され
ている。魚道管路6は、鋼製の水平管6a、斜管
6b、上下曲管6c,6d、下端入口管6eと、
透明な合成樹脂管(たとえばアクリル管)からな
る複数の明り取り9により構成され、それぞれフ
ランジ継手6fにより接続されている。そして、
上下曲管6c,6d及び斜管6bには、それぞれ
下方に魚溜り10が突設され、各魚溜り9の下端
にはドレンパイプ11が接続され、各ドレンパイ
プ11の出口には開閉弁12が設けられている。
なお、13は管支持台である。
Reference numeral 6 denotes a fishway pipe, and a horizontal pipe 6a at the upper end is inserted and fixed into a horizontal hole 7 that is provided through the dam body 1 and opens at the lower end of the gate 3 at the upstream side.
The upstream end of the gate 3 is connected to the water inlet 8 of the gate 3. The fishway pipe 6 includes a steel horizontal pipe 6a, an oblique pipe 6b, vertically curved pipes 6c and 6d, and a lower end inlet pipe 6e.
It is composed of a plurality of light beams 9 made of transparent synthetic resin pipes (for example, acrylic pipes), and are connected to each other by flange joints 6f. and,
Each of the vertically bent pipes 6c, 6d and the oblique pipe 6b has a fish reservoir 10 projecting downward, a drain pipe 11 is connected to the lower end of each fish reservoir 9, and an on-off valve 12 is connected to the outlet of each drain pipe 11. is provided.
In addition, 13 is a tube support stand.

前記下端入口管6e及びこれに接続される明り
取り9は、その直径が他の管よりも大きくされて
魚溜り10aが形成されており、下端入口管6e
の入口は縮径されてスライドゲート14が設けら
れている。また、下端入口管6eの上側には空気
抜き管15が設けられ、該空気抜き管15に開閉
弁16が設けられている。
The lower end inlet pipe 6e and the light fixture 9 connected thereto are made larger in diameter than other pipes to form a fish reservoir 10a, and the lower end inlet pipe 6e
The entrance has a reduced diameter and is provided with a slide gate 14. Further, an air vent pipe 15 is provided above the lower end inlet pipe 6e, and an on-off valve 16 is provided in the air vent pipe 15.

17はスライドゲート開閉機で、架構18上に
設置されて折り、前記空気抜き用の開閉弁16と
共に架構18上で操作しうるようになつている。
Reference numeral 17 denotes a slide gate opening/closing machine, which is installed on the frame 18 and folded so that it can be operated on the frame 18 together with the air vent opening/closing valve 16.

19は呼び水管で、上端が前記ゲート3の導水
口8近傍に位置して呼び水用開閉弁20が設けら
れ、下端が下端入口管6eの下方の水路21内に
開口している。なお、呼び水用開閉弁20は、ダ
ム堤体1上から操作するようになつている。
Reference numeral 19 denotes a priming pipe, the upper end of which is located near the water inlet 8 of the gate 3 and provided with a priming on-off valve 20, and the lower end of which opens into the water channel 21 below the lower end inlet pipe 6e. The priming on-off valve 20 is operated from above the dam body 1.

22は魚類を誘導するための照明具である。 22 is a lighting device for guiding fish.

本考案の上記実施例において、魚類を溯上させ
る場合は、まず、スライドゲート14を開くと共
に、呼び水用開閉弁20を開いて、呼び水管19
からダム貯水を水路20内に放水し、下端入口管
6e内に魚類を誘導し魚溜り10a内に集めた
後、スライドゲート14及び開閉弁20を閉じ
る。次いで越流調整ゲート3を若干下降させてダ
ム表層水を該ゲート3内に越流させ、魚道管路6
内の水位を順次上昇させる。魚類は魚道管路6内
を水面と共に魚溜り10内で休息しながら明り取
り9に誘導されて溯上し、導水口8から越流調整
ゲート3内に至り、該ゲート3内の水位上昇と共
に魚類も上昇して、該ゲート3内水位がダム貯水
水位と略同じ程度になると、魚類はダム貯水内に
至り、溯上が達成される。このようにして、魚類
の溯上が完了すると、越流調整ゲート3を上昇さ
せて越流を停止し、スライドゲート14を開いて
魚道管路6内の水を下流へ放流し、再び上述の操
作を繰返し行ない、魚類の溯上を図ることができ
る。
In the above-described embodiment of the present invention, when fish are to be brought up, the slide gate 14 is first opened, the priming on-off valve 20 is opened, and the priming pipe 19 is opened.
The water stored in the dam is discharged into the waterway 20, fish are guided into the lower end inlet pipe 6e and collected in the fish reservoir 10a, and then the slide gate 14 and the on-off valve 20 are closed. Next, the overflow adjustment gate 3 is lowered slightly to allow the dam surface water to overflow into the gate 3, and the fishway pipe 6
The water level inside the tank will gradually rise. The fish are guided up by the light 9 while resting in the fish basin 10 along with the water surface inside the fish passage pipe 6, reach the overflow adjustment gate 3 through the water inlet 8, and as the water level inside the gate 3 rises, the fish When the water level within the gate 3 reaches approximately the same level as the dam storage water level, the fish reach the dam storage area and ascend upward. In this way, when the fish have completed their ascent, the overflow adjustment gate 3 is raised to stop the overflow, the slide gate 14 is opened, the water in the fish passage pipe 6 is discharged downstream, and the above-mentioned process is again carried out. By repeating the operation, you can try to raise the fish.

なお、上記越流調整ゲート3は、半円形多段ゲ
ートに限らず、シリンダーゲート、多段ゲート等
とすることができ、また、呼び水管19は省略し
て、魚道管路6を呼び水にも利用することができ
る。
Note that the overflow adjustment gate 3 is not limited to a semicircular multistage gate, but can be a cylinder gate, a multistage gate, etc. Also, the priming pipe 19 is omitted and the fishway pipe 6 is also used for priming. be able to.

また、本考案は、上記実施例に限定されるもの
ではなく、例えば、明り取り9は、合成樹脂管と
せずに、鋼製管等の一部に開口を設けて透明板又
は半透明板で閉塞して明り取りとすることができ
る。
Furthermore, the present invention is not limited to the above-mentioned embodiments; for example, instead of using a synthetic resin pipe, the illumination 9 may be formed by providing an opening in a part of a steel pipe or the like and closing it with a transparent plate or a semi-transparent plate. It can be used as a light fixture.

(考案の効果) 本考案は、上述のような構成であるから、平面
的な設置スペースを減少できると共に、魚道管路
6は工場で製作でき、現場では管路据付工事と、
ダム堤体の横孔の開穿及び越流ゲート据付工事等
であり、既設ダムにも容易にかつ短期間で構築で
き、しかも、ダム堤体背面側の魚道管路は渇水期
に限られることがなく、建設費を節減して経済的
に得ることができる。
(Effects of the invention) Since the present invention has the above-mentioned configuration, the planar installation space can be reduced, and the fishway pipe 6 can be manufactured in a factory, and the pipe installation work can be carried out on site.
This involves drilling a horizontal hole in the dam body and installing an overflow gate, and it can be easily constructed on an existing dam in a short period of time.Furthermore, the fishway conduit on the back side of the dam body can only be used during the dry season. It is possible to save construction costs and gain economic benefits.

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

図面は本考案の実施例を示すもので、第1図は
中央縦断面図、第2図は第1図の左側面図であ
る。 1……ダム堤体、3……越流調整ゲート、6…
…魚道管路、8……導水口、9……明り取り、1
0,10a……魚溜り、14……スライドゲー
ト。
The drawings show an embodiment of the present invention, and FIG. 1 is a central vertical sectional view, and FIG. 2 is a left side view of FIG. 1. 1... Dam embankment body, 3... Overflow adjustment gate, 6...
...Fishway pipe, 8... Water inlet, 9... Lighting, 1
0,10a...Fish pool, 14...Slide gate.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] ダム堤体内側に設けた越流調整ゲートの下部導
水口に、ダム堤体を貫通しかつダム堤体背面側傾
斜面に沿つて配設した魚道管路を接続し、該魚道
管路の下流側端部にゲートを設け、前記管路の途
中に透明又は半透明体からなる明り取り及び魚溜
りを複数個所に配設したことを特徴とする魚道装
置。
A fishway pipe that penetrates the dam body and is arranged along the slope on the back side of the dam body is connected to the lower water inlet of the overflow control gate provided inside the dam body, and the downstream of the fishway pipe is A fishway device characterized in that a gate is provided at a side end, and a plurality of lights and fish pools made of transparent or translucent materials are arranged in the middle of the pipe.
JP15238989U 1989-12-27 1989-12-27 Expired - Lifetime JPH0529227Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15238989U JPH0529227Y2 (en) 1989-12-27 1989-12-27

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15238989U JPH0529227Y2 (en) 1989-12-27 1989-12-27

Publications (2)

Publication Number Publication Date
JPH0389734U JPH0389734U (en) 1991-09-12
JPH0529227Y2 true JPH0529227Y2 (en) 1993-07-27

Family

ID=31698656

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15238989U Expired - Lifetime JPH0529227Y2 (en) 1989-12-27 1989-12-27

Country Status (1)

Country Link
JP (1) JPH0529227Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5526404B2 (en) * 2009-09-04 2014-06-18 公益財団法人北九州産業学術推進機構 Siphon pipe fishway
JP5737675B2 (en) * 2011-03-09 2015-06-17 井上 虎男 Sabo weir

Also Published As

Publication number Publication date
JPH0389734U (en) 1991-09-12

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