JPH089218Y2 - Fishway device for movable weir - Google Patents
Fishway device for movable weirInfo
- Publication number
- JPH089218Y2 JPH089218Y2 JP1989131441U JP13144189U JPH089218Y2 JP H089218 Y2 JPH089218 Y2 JP H089218Y2 JP 1989131441 U JP1989131441 U JP 1989131441U JP 13144189 U JP13144189 U JP 13144189U JP H089218 Y2 JPH089218 Y2 JP H089218Y2
- Authority
- JP
- Japan
- Prior art keywords
- weir
- fishway
- river
- movable
- weir body
- 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
Links
- 238000011144 upstream manufacturing Methods 0.000 claims description 15
- 241000251468 Actinopterygii Species 0.000 claims description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 17
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000005192 partition Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000035622 drinking Effects 0.000 description 2
- 230000003028 elevating effect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000002159 abnormal effect Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000009991 scouring Methods 0.000 description 1
Landscapes
- Barrages (AREA)
Description
【考案の詳細な説明】 (産業上の利用分野) 本考案は、河川等を横断して設置される土木構造物お
よび鋼構造物等からなる水門設備のうち、鋼構造の水門
設備に設けるための可動堰用の魚道装置に関する。[Detailed Description of the Invention] (Industrial field of application) The present invention is intended to be installed in a steel structure floodgate facility among floodgate facilities consisting of civil engineering structures and steel structures that are installed across rivers and the like. The present invention relates to a fishway device for a movable weir.
(従来技術) 一般に、利用水上の理由等により、河川等を横断し河
川水を堰止める構造物として、コンクリート等からなる
固定堰または、洪水時等には流水の流下に支障を来たさ
ないよう移動あるいは伏せる等の機能をもつ可動堰等が
設けられている。可動堰等の設置に際しては、これら構
造物により隔離された上下流の間に流水の通路を作り、
魚類の遡上、或は流下の便を図るものとしての魚道が数
多く設置されている。(Prior art) Generally, due to reasons such as the use of water, it does not interfere with the flow of running water such as a fixed weir made of concrete or the like as a structure that crosses rivers and blocks river water. A movable weir or the like having a function of moving or turning down is provided. When installing movable weirs etc., make a running water passage between the upstream and downstream separated by these structures,
Many fishways have been established to facilitate the ups and downs of fish.
近年、堰止め用の構造物としては治水上の安全性、用
地の確保等の理由等により、主に、昇降式または倒伏式
の可動堰が用いられているのが実状である。昇降式可動
堰の一例を示すと、第3図に示すように、可動堰1は、
河川を横断して所定間隔にコンクリート製の堰柱2が立
設され、堰柱2間に堰体3が昇降自在に設置されている
ものであり、堰柱2の上に堰体3を昇降するための巻上
げ機4を収容した操作室5が設置されている。In recent years, as a structure for a weir, a movable weir of an elevating type or a falling type is mainly used due to reasons such as safety in flood control and securing a site. An example of the elevating movable weir, as shown in FIG.
Concrete weir pillars 2 are erected at predetermined intervals across the river, and weir bodies 3 are erected vertically between the weir pillars 2. The weir body 3 is raised and lowered on the weir pillars 2. An operation room 5 accommodating a hoisting machine 4 is installed.
また、この河川の洪水量から算定して決められる通水
断面(第3図に示す河川の、点線を境界とした河川内で
しかもH.W.L.で区分された下側の断面をいう)内にその
付帯設備として残る土木構造物も少なくするよう極力、
制限されており、さらに、魚道は河床上に突起する土木
構造物として設置されるため、流水による河床材料の洗
堀の原因になること等を防ぐため、その設置箇所は通水
断面の外で、しかも、比較的流速の遅い堤防の根固め付
近に設けられることが多い。In addition, it is included in the water flow section determined by calculating the flood volume of this river (refers to the lower section of the river shown in Fig. 3 within the river bounded by the dotted line and further divided by HWL). As much as possible to reduce the civil engineering structures that remain as equipment,
In addition, because the fishway is installed as a civil engineering structure that projects above the riverbed, its location should be outside the cross section to prevent scouring of the riverbed material due to running water. In addition, it is often installed near the embankment of the dike where the flow velocity is relatively slow.
第3図において、河川岸にはコンクリート壁6が築か
れて堰柱2との間にはさらに間隔を取ってあり、この部
分は可動堰1の上流側と下流側とを連絡する、遡上魚等
の魚道7とされている。魚道7は魚類が遡上し得る範囲
内の高低差をもって下流から上流に向かい階段的に上昇
した複数の仕切られた槽8からなっていて、この槽8は
越流水により各々流水が溜るようにされている。魚等
は、各々の仕切りの上を越流してくる流水、または仕切
に貫通して設けられた孔等を経由して遡上、或は流下す
ることができる。In FIG. 3, a concrete wall 6 is built on the riverbank, and a further space is provided between the weir pillar 2 and this part, which connects the upstream side and the downstream side of the movable weir 1. It is said to be a fish path 7 for fish and the like. The fishway 7 is composed of a plurality of partitioned tanks 8 that rise stepwise from downstream to upstream with a height difference within the range where fish can go up. Has been done. Fish or the like can be run up or down through running water that overflows over each partition, or through a hole or the like provided through the partition.
(考案が解決しようとする課題) 上記の通り、魚道の構造は簡単なものであるが魚道設
置点付近の河川幅が広い地点が好適であり、山間狭窄部
等または通水断面が十分に取れない箇所においては、第
3図に示す如く河川岸に魚道を設けるため、魚道設置点
付近の河川幅の拡張、土木形状の煩雑さ工事費の増加を
招く等の問題が発生する。従って、可動堰を築造するう
えで河川幅が狭い箇所においても十分に魚道を設置でき
ることが望まれていた。(Problems to be solved by the invention) As described above, although the structure of the fishway is simple, it is preferable to have a wide river near the fishway installation point. In places where there is no fishway, as shown in FIG. 3, a fishway is installed on the riverbank, which causes problems such as the expansion of the river width near the fishway installation point, the complexity of the civil engineering shape, and an increase in construction costs. Therefore, when constructing a movable weir, it was desired to be able to install fishways sufficiently even in places where the river width is narrow.
本考案は、可動堰の堰体の一部を魚道とする可動堰用
の魚道装置を提供することを目的とする。An object of the present invention is to provide a fishway device for a movable weir, which uses a part of the weir body of the movable weir as a fishway.
(課題を解決するための手段) 本考案は上記目的を達成するために、河川を横断して
築造され、昇降自在に設けた堰体を備えた可動堰におい
て、前記堰体の内部に、河川横断方向に複数の槽を階段
状に配した魚道を設け、前記堰体の上部上流側に前記魚
道上部に通じる呑口を設け、かつ、下部下流側に前記魚
道下部に通じる排出口を設けたことを特徴とする。(Means for Solving the Problems) In order to achieve the above-mentioned object, the present invention provides a movable weir having a weir body that is constructed so as to be able to move up and down so as to cross the river. A fishway with a plurality of tanks arranged in a stepwise manner in the transverse direction was provided, a dowel opening leading to the upper portion of the fishway was provided upstream of the weir body, and a discharge opening leading to the lower portion of the fishway was provided downstream of the lower portion. Is characterized by.
(作用) 本考案は以上のように構成するものであるので、上流
の水は堰体によって貯えられ、溢れた水は呑口から流下
し階段状に配した複数の槽にそれぞれ流水を貯めながら
排出口から下流に流れる。遡上魚は排出口から進入し、
この流れに沿い複数の槽を経て上流に向かうことができ
る。また、流下する魚は流水と共に下流に行くことがで
きる。(Operation) Since the present invention is configured as described above, the upstream water is stored by the weir body, and the overflowed water flows down from the dowel and is discharged while storing the running water in a plurality of staircase-shaped tanks. It flows downstream from the outlet. Run-up fish enter from the outlet,
It is possible to go upstream through multiple tanks along this flow. In addition, the fish that flow down can go downstream with running water.
(実施例) 本考案の実施例を第1図および第2図に基いて説明す
る。(Embodiment) An embodiment of the present invention will be described with reference to FIGS. 1 and 2.
第1図に示すように、河川内を横断して設けられた可
動堰9は、河川を横断する方向に適宜間隔を置いて立設
した堰柱10と、堰柱10間に上下摺動自在に取付けた堰体
11とからなり、堰体11は堰柱10上に設けた操作室12内に
設置した電動巻上げ装置13に巻回されたワイヤーロープ
14に接続されている。この堰体11の外側に沿って魚道を
設ける場合もあるが、本実施例では堰体11の内部に魚道
を設けた装置について以下に述べる。As shown in FIG. 1, the movable weir 9 provided across the inside of the river is slidable vertically between the weir pillar 10 and the weir pillar 10 which is erected at appropriate intervals in the direction crossing the river. Weir body attached to
The weir body 11 comprises a wire rope wound around an electric hoisting device 13 installed in an operation room 12 provided on the weir pillar 10.
Connected to 14. A fishway may be provided along the outside of the weir body 11, but in the present embodiment, an apparatus having a fishway inside the weir body 11 will be described below.
この堰体11は鋼材で構造され、第1図、第2図に示す
ように、堰体11の上部上流側には堰体上流に開口する呑
口15が設けられ、下部下流側には堰体下流に開口する排
出口16が設けられ、堰体11内部に呑口15から排出口16へ
向けて、順次、階段的にその頂部を下げている仕切板17
によって連続する複数の槽18からなる魚道19が設けられ
ている。また、複数の槽18に溜る流水が堰体11の昇降に
際して巻上げ重量が大きくならないように床板20が各槽
18に対応して設けられている。This weir body 11 is made of steel material, and as shown in FIGS. 1 and 2, a weir body 11 is provided on the upper upstream side of the weir body 11 and opens on the upstream side of the weir body, and on the lower downstream side thereof. A partition plate 17 is provided which is provided with a discharge port 16 opening to the downstream side, and the top of which is lowered stepwise from the dovetail 15 to the discharge port 16 inside the weir body 11.
Is provided with a fishway 19 consisting of a plurality of continuous tanks 18. In addition, the floor plate 20 is provided in each tank so that the running water accumulated in the plurality of tanks 18 does not increase in weight when the weir body 11 is moved up and down.
It is provided corresponding to 18.
なお、呑口15の周囲にはごみよけのためのスクリーン
21を、堰体11上面には複数の採光窓22を設け、魚類が安
心して通過できるような装置が、必要に応じて取付けら
れる。また、魚道19との段差をずらして上方に複数の上
板23を連続して張り、ほぼ一定断面積の筒状の魚道19を
形成することによって、洪水時等に魚道19に流れる流水
量を制限してもよい。In addition, a screen for dust prevention around the drinking mouth 15
A plurality of lighting windows 22 are provided on the upper surface of the weir body 11, and a device through which fish can pass with peace of mind is attached if necessary. In addition, a plurality of upper plates 23 are continuously stretched upward with a step difference from the fishway 19 to form a tubular fishway 19 having a substantially constant cross-sectional area, so that the amount of water flowing through the fishway 19 during a flood or the like can be increased. You may limit it.
このようにして、堰体11上流は異常渇水等がない限
り、水位は充分に保たれており、呑口15から流入した水
は順次、各槽18に流れ込み、排水口16を経て堰体11下流
へと放流され、堰体11下流から遡上してきた魚類は魚道
19を遡登りまた堰体11上流から下っていく魚類も流水の
流れに従って魚道19を通過し、川下へ下ることができ
る。In this way, the water level is sufficiently maintained upstream of the weir body 11 as long as there is no abnormal water shortage, etc., and the water flowing in from the dowel port 15 sequentially flows into each tank 18 and reaches the downstream side of the weir body 11 via the drainage port 16. The fish released from the weir body 11 to the upstream are fish paths.
Fish that climb upstream 19 and descend from the upstream of the weir body 11 can also pass through the fishway 19 according to the flow of running water and descend downstream.
(考案の効果) 本考案は以上のように構成したものであるから、堰体
内に設けた魚道によって遡上魚を上流に向かわせること
ができ、また、堰体内に魚道を設けたことによって、堰
設置点付近の河川幅を拡張する必要がなく、全体の土木
形状も煩雑でないものを築造することができ工事費の節
減等が計れる。(Effects of the Invention) Since the present invention is configured as described above, the fishway provided in the weir can direct the upstream fish to the upstream, and the fishway provided in the weir provides There is no need to expand the width of the river near the weir installation point, and the overall civil engineering shape can be constructed to reduce construction costs.
第1図は本考案による実施例の魚道を備えた可動堰の正
面図、 第2図は第1図の要部側断面図、 第3図は従来の可動堰の正面図である。 9……可動堰、11……堰体 15……呑口、16……排出口 18……槽、19……魚道FIG. 1 is a front view of a movable weir provided with a fishway according to an embodiment of the present invention, FIG. 2 is a side sectional view of a main part of FIG. 1, and FIG. 3 is a front view of a conventional movable weir. 9 ... Movable weir, 11 ... Weir body 15 ... Drinking mouth, 16 ... Discharge port 18 ... Tank, 19 ... Fishway
Claims (1)
た堰体を備えた可動堰において、前記堰体の内部に、河
川横断方向に複数の槽を階段状に配した魚道を設け、前
記堰体の上部上流側に前記魚道上部に通じる呑口を設
け、かつ、下部下流側に前記魚道下部に通じる排出口を
設けたことを特徴とする可動堰用の魚道装置。1. A movable weir built across a river and provided with a vertically movable weir body, wherein a fish path is provided inside the weir body, in which a plurality of tanks are arranged stepwise in the river transverse direction. A fishway device for a movable weir, characterized in that a dovetail leading to the upper part of the fishway is provided upstream of the weir body, and a discharge port leading to the lower part of the fishway is provided downstream of the lower part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1989131441U JPH089218Y2 (en) | 1989-11-10 | 1989-11-10 | Fishway device for movable weir |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1989131441U JPH089218Y2 (en) | 1989-11-10 | 1989-11-10 | Fishway device for movable weir |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0369027U JPH0369027U (en) | 1991-07-09 |
| JPH089218Y2 true JPH089218Y2 (en) | 1996-03-13 |
Family
ID=31678950
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1989131441U Expired - Lifetime JPH089218Y2 (en) | 1989-11-10 | 1989-11-10 | Fishway device for movable weir |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH089218Y2 (en) |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6217209A (en) * | 1985-07-16 | 1987-01-26 | Sanuki Tekko Kk | Fish path construction |
| JPH0340900Y2 (en) * | 1986-10-06 | 1991-08-28 |
-
1989
- 1989-11-10 JP JP1989131441U patent/JPH089218Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0369027U (en) | 1991-07-09 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| EXPY | Cancellation because of completion of term |