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JP3769702B2 - Fishway - Google Patents
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JP3769702B2 - Fishway - Google Patents

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Publication number
JP3769702B2
JP3769702B2 JP2002293647A JP2002293647A JP3769702B2 JP 3769702 B2 JP3769702 B2 JP 3769702B2 JP 2002293647 A JP2002293647 A JP 2002293647A JP 2002293647 A JP2002293647 A JP 2002293647A JP 3769702 B2 JP3769702 B2 JP 3769702B2
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Japan
Prior art keywords
river
fishway
downstream
saddle
opening
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JP2002293647A
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JP2004124637A (en
Inventor
和三 馬渕
健 馬渕
陽子 馬渕
剛 馬渕
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Yamatatsugumi KK
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Yamatatsugumi KK
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Description

【0001】
【発明の属する技術分野】
本発明は、河川構造物内魚道、該魚道の施工方法及びこの方法に用いる樋状構造体に関するものである。
【0002】
【従来の技術】
従来、河川には目的と規模に応じて様々なタイプの河川横断構造物(床固工、床止め工、堰堤工、落差工等)が設けられているが、これらの河川横断構造物は、魚をはじめとする水棲動物の遡上や移動を妨げ、生態系に悪影響を及ぼしかねない。そのため、近年では、河川等において魚の遡上を可能にする必要のある施設では、魚道が付設されることが多い。
【0003】
魚道については、多岐に亘る技術が提案がなされ、実用化されているが、つぎの、
ア)河川横断工作物に型枠を組み、その内側にコンクリートを打設し、これによってコンクリート製の隔壁に囲まれた通路を形成する方法(現場打ち工法)、
イ)所定の形状に成型したコンクリートブロック(魚道ブロック)を規則的に並べて、河床勾配を緩和し、或いは、河川の流速を減少させ、魚類等が遡上しやすい環境を創出する方法(例えば特許公報1、2)、
ウ)特殊な技術を用いて自然の石或いは岩を模して製作した、一つ一つが異なる形状の擬岩ユニットを複数用意し、これらを河川横断工作物の堰堤下流側に適宜配置することによって、魚道を構築するいわゆる擬岩ユニット工法(例えば特許公報3,4)に大別できる。
【0004】
なお、越流壁(隔壁)を横断方向に設け、一方の側壁付近に切り欠きを設けて越流させる構造例が示されている(特許公報5)が、越流壁の立ち上がり角度が急で、流量が増加した場合には剥離流となり魚類の移動に困難をきたすものであった。
【0005】
【特許公報1】
特開2001−81765号公報、(第6図)
【特許公報2】
特開平8−120655号公報、(第1図)
【特許公報3】
特開2002−69991号公報、(第7図)
【特許公報4】
特開平9−279552号公報、(第7図)
【特許公報5】
特開10−25730号公報、(請求項5、第3図と第5図、)
【0006】
【発明が解決しようとする課題】
しかしながら、上記従来のア)〜ウ)の施工方法により魚道を施工しても、その形式や形状(階段式魚道(Y)、扇形魚道(Z)など)とは関係なく、魚道の下流側に中洲Xができ(図9参照)、河川の流水断面を減少させるため、例えば増水すると川岸方向に水の流れが変わって護岸法面を直撃することが原因となって護岸が崩壊し、大災害を引き起こすことがあるなど、治水上の観点から決して好ましいことではない。しかし、従来は、かかる中洲Xは自然現象によって発生する不可避な現象であるという認識に止まり、中洲Xの発生を防止できる魚道開発は半ば諦められていた。
【0007】
本発明は、上記の実情に鑑みなされたものであって、その目的とするところは、洪水時に一定流速で河川横断構造物を通過する際に、全体の流速に部分的な減速による乱れを生じることがないため、魚道の下流域に中洲が発生し難く、魚をはじめとする魚介類の遡上や移動を容易にできる魚道及び該魚道の施工方法を提供するにある。
【0008】
本発明の他の目的は、既設の落差工等でも簡単に後付け施工でき、魚介類の遡上が可能な魚道を極めて容易に形成できる樋状構造体の提供にある。
【0009】
【課題を解決するための手段】
上記課題を解決するために本発明が採用した手段は、請求項1の発明は、河川などに段差部を形成する河川構造物に備えられ、魚類などの移道可能施設として前記段差部の高所側と低所側とを連結して設置される河川構造物内魚道であって、該魚道の側面側に、開口上方部分が曲面形状に形成された開口を有し、その一部またはすべてが前記河川構造物の下流側の壁面部に配置され一体に固定されているものを、その要旨とする。
【0010】
請求項2の発明は、上下流の落差を形成する段差を有する河川構造物に備えられ、魚類の移動可能施設として河川などの段差部の高所側と低所側とを連結して設置される魚道を施工するために使用される樋状構造体であって、該樋状構造体は、断面が矩形、コ字状またはC字状で、側面側に開口上方部分が曲面形状に形成された開口を有するとともに内表面に水制凹凸部が形設されており、
前記河川構造物の下流側の壁面に接してまたは、その一部もしくはすべてが前記河川構造物の下流側の壁面の内部に配置され、一体に固定されるものを、その要旨とする。
【0011】
請求項3の発明は、請求項に記載の樋状構造体において、前記河川構造物の内表面に形設された水性凹凸部の表面に、さらに水性凹凸部が形成されているものを、その要旨とする。
【0012】
請求項4発明は、前記河川構造物の下流側の壁面側に、請求項1〜3のいずれかに記載の樋状構造体を配し、固定するところに特徴を有する河川構造物内魚道の施工方法を、そ の要旨とする。
【0013】
【発明の実施の態様】
以下、本発明を、図面に示す具体的な実施例に基いてさらに詳細に説明するが、これは代表的なものを示したものであり、その要旨を越えない限り、以下の実施例により本発明が限定されるものではない。
【0014】
まず、本発明の第1実施例に係る魚道10の代表的な実施の態様につき、図2〜5を参照して説明する。図1はこの魚道10を模式的に示す平面図であり、図2は同魚道10を模式的に示す破断要部斜視図である。図3は図1のA−A線に沿った断面図、図4は図1のB−B線に沿った断面図である。図5は図1のC−C線に沿った断面図であり、下流側から見た正面図に相当する。
【0015】
図において、この魚道10は、河川などの段差部に、上下流の落差を形成する樋状構造体11を、開口12が河川構造物13の下流側の壁面側で開口するとともに、勾配が1:20〜1:5の割合となるように配置し、例えばコンクリートを打設することで河川構造物13と一体に固定されている。
【0016】
なお、魚道10の最上段部と河川構造物13に備えた導水路の両方を覆うように、例えばグレーチングに代表されるスクリーン20を配備すると、土砂の流れ込み防止ができるとともに、野鳥などの捕食防止効果が得られるから、好ましい。
【0017】
樋状構造体11は、断面形状が矩形、コ字状またはC字状となるように屈曲させた開口12を有する鋼材製であり、その内部には凹部14が形成されており、凹部14の内表面にはさらに水制凹凸部14aが形設されている。ただし、凹部14に自然石あるいは擬石等を配置して水制凹凸部を形成しても構わない。
【0018】
また、水制凹凸部14aの表面にさらに細かい水制凹凸部14bが形設されている、水制凹凸部14aと水制凹凸部14bの両方によって減速効果が得られる。
【0019】
樋状構造体11の開口12下方部12aは、開口12上方部12bよりも下流側に突出させてあり、開口12側全体が、河川構造物13から僅かに突出した状態に設置、固定されている。ただし、樋状構造体11のすべてを河川構造物13の内部に設置し、樋状構造体11の開口面が河川構造物13の下流側の壁面と同一面となるように一体的に形成されていても構わない。また、前記河川構造物の下流側の壁面に接した状態にも設置できるものとする。
【0020】
また、既設の河川横断構造物13’の下流側の壁面側に沿って樋状構造体11を配置し、例えばコンクリートを打設することで河川構造物13’と一体に固定させ、いわゆる「後付け」した魚道として構築することもできる(図6参照)。
【0021】
さらにまた、比較的短い樋状構造体11’の複数を施工現場に搬送し、これらを施工現場にて例えば溶接、連結することで樋状構造体11を形成しても構わない(図7参照)。
【0022】
ここで、請求項2の発明に係る”樋状構造体”の技術的内容は、比較的長い樋状構造体11と、樋状構造体11を構成するために使用する比較的短い樋状構造体11’の両方を意味するものと定義する。
【0023】
河川構造物13が河川の横断方向に長い場合には、複数の樋状構造体11を適宜間隔離間して設置すると、河川構造物13に複数の魚道が設置できるから、好ましい。
【0024】
比較的短い樋状構造体11’は、現場で溶接固定又はボルト固定するいわゆるつなぎの工程が必要となるものの、量産することができ、搬送や移動が容易で取り扱い性に優れており、製作費用の低減化をも図ることができる点で好ましい。
【0025】
このように樋状構造体11を河川構造物13の内部に魚道を構成すると、例えば河川構造物13を乗り越えて流れる水流を凹部14の中に導き、ついで、その一部を、凹部12の下方部12aを乗り越えて落下させることができ、魚類ばかりでなく蟹や亀等の水棲昆虫類の通過も容易になる。
【0026】
なお、前記河川構造物の開口上方部分が曲面形状に形成されていると、上方から落下してくる水流を凹部14の中に確実に導水できるから好適である。
【0027】
すなわち、河川構造物13の断面形状より下流側に大きく突き出た形状に設置される従来の魚道とは異なり、河川横断物の断面が一定であり、そこを通過する洪水の流れが魚道の異質形状な構造物により、一部が変化して水流が減速されたり、流れ方向が変化することがないから、中洲が極めて発生し難くなるのである。
【0028】
つぎに、第2実施例の魚道30は、図8に模式的に示すように、第1実施例の魚道10の複数を、上下方向で離間、重層させたものである。すなわち、上方に位置する魚道(樋状構造物)10の開口から溢れた水が、その下方に位置する魚道(樋状構造物)10の凹部に流れ込むようになっている点を除き、他の構成は、第1実施例の魚道10と実質的に同一である。
【0029】
したがって、第1実施例の魚道で得られる作用効果に加えて、河川構造物13に複数の魚道を設置でき、魚をはじめとする魚介類の遡上や移動をより容易にできるという作用効果が得られる。
【0030】
【発明の効果】
以上の通り、本発明の魚道によると、洪水時の河川が川幅一体に流出した土砂などを巻き込んで一定速度で流れ、河川横断構造物を通過するとき、魚道のような異質形状な構造物のある箇所を流下しても水の流れが遅くなって(別言すれば、それまで押し流し続けてきた土砂の移送ネルギーの減勢が原因となって)、土砂を押し流し切れずに沈積することがない。すなわち、河川断物の断面下流側に向けて大きく突き出た従来の魚道とは異なり、魚道の下流側に中洲が形成されることがなく、また、いわゆる「後付け」で当該魚道を構築することもできるなど、実効性に優れた格別顕著な作用効果が得られる。
【図面の簡単な説明】
【図1】図1は本発明の第1実施例となる魚道を模式的に示す平面図である。図中の白抜き矢印は、水の流れ方向を示す。
【図2】図2は同魚道を模式的に示す破断要部斜視図である。
【図3】図3は図1のA−A線に沿った断面図である。
【図4】図4は図1のB−B線に沿った断面図である。図中の白抜き矢印は、水の流れ方向を示す。
【図5】図5は図1のC−C線に沿った断面図である。
【図6】図6は、既設の河川横断構造物の下流側の壁面側に沿って樋状構造体をいわゆる「後付け」して河川構造物と一体化した魚道を概略的に示す断面図である。
【図7】図7は、比較的短い樋状構造体の複数を連結することで構成した樋状構造体(魚道)11を概略的に示す斜視図図である。
【図8】図7は、本発明の第2実施例となる魚道を模式的に示す斜視図である
【図9】図9は従来の魚道と中洲の関係を模式的に示す平面図である。図9(a)は棚田式魚道、図9(b))は扇形魚道であり、図中、白抜き矢印は水の流れ方向を示す。
【符号の説明】
10 … 第1実施例の魚道
11 … 樋状構造体
11’… 短い樋状構造体
12 … 開口
12a… 開口
13 … 河川構造物
13’… 既設の河川構造物
14 … 凹部
14a… 下方部
14b… 上方部
15 … 河川構造物
20 … スクリーン
30 … 第2実施例の魚道
X … 中洲
Y … 階段式魚道
Z … 扇形魚道
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a fishway in a river structure, a construction method for the fishway, and a cage structure used in this method.
[0002]
[Prior art]
Conventionally, rivers have been provided with various types of river crossing structures (floor fixing, flooring, dam, drop work, etc.) depending on the purpose and scale. It can interfere with the ups and downs of fish and other aquatic animals and can adversely affect ecosystems. For this reason, in recent years, a fishway is often attached to facilities that need to be able to catch fish in rivers and the like.
[0003]
For fishway, a wide variety of technologies have been proposed and put into practical use.
A) A method of building a formwork on a river crossing work, placing concrete inside of it, and forming a passage surrounded by a concrete partition wall (on-site casting method),
B) A method for creating an environment in which fish etc. can easily go up, for example, by arranging concrete blocks (fishway blocks) molded into a predetermined shape regularly to alleviate the slope of the riverbed or reduce the flow velocity of the river Gazette 1, 2),
C) By preparing multiple pseudo-rock units, each of which has a different shape, imitating natural stones or rocks using special techniques, and arranging them appropriately on the downstream side of the dam of the river crossing work The so-called pseudo rock unit construction method for constructing a fishway (for example, Patent Publications 3 and 4) can be broadly classified.
[0004]
An example of a structure in which overflow walls (partition walls) are provided in the transverse direction and a notch is provided in the vicinity of one side wall to allow overflow is shown (Patent Publication 5), but the rising angle of the overflow wall is steep. When the flow rate increased, it became a separated flow, which made it difficult for fish to move.
[0005]
[Patent Publication 1]
Japanese Patent Laid-Open No. 2001-81765, (FIG. 6)
[Patent Publication 2]
JP-A-8-120655, (FIG. 1)
[Patent Publication 3]
JP 2002-69991 A (FIG. 7)
[Patent Publication 4]
JP-A-9-279552, (FIG. 7)
[Patent Publication 5]
JP-A-10-25730, (Claim 5, FIGS. 3 and 5)
[0006]
[Problems to be solved by the invention]
However, even if the fishway is constructed by the conventional construction methods a) to c) above, regardless of the form or shape (stepped fishway (Y), fan-shaped fishway (Z), etc.), it is located downstream of the fishway. Nakasu X is created (see Fig. 9), and in order to reduce the cross section of the river, for example, if the water is increased, the flow of water changes in the direction of the river and the revetment collapses due to direct hitting of the revetment slope. Is not preferable from the viewpoint of flood control. However, in the past, it was only recognized that such Nakasu X was an inevitable phenomenon caused by a natural phenomenon, and development of a fishway that could prevent the occurrence of Nakasu X was halfway.
[0007]
The present invention has been made in view of the above circumstances, and its purpose is to cause disturbance due to partial deceleration in the overall flow velocity when passing through a river crossing structure at a constant flow velocity during flooding. Therefore, it is difficult to generate Nakasu in the downstream area of the fishway, and it is an object of the present invention to provide a fishway and a method for constructing the fishway that can easily move fish and other seafood up and down.
[0008]
Another object of the present invention is to provide a trough-like structure that can be easily retrofitted by an existing drop work or the like, and that can form a fishway that allows seafood to run up very easily.
[0009]
[Means for Solving the Problems]
The means adopted by the present invention to solve the above problems is that the invention of claim 1 is provided in a river structure that forms a stepped portion in a river or the like, and is used as a transferable facility for fish or the like. A fishway in a river structure that is installed by connecting a place side and a low side, and has an opening in which the upper part of the opening is formed in a curved shape on the side surface of the fishway, part or all of it The gist of the above is arranged on the wall surface portion on the downstream side of the river structure and fixed integrally therewith.
[0010]
The invention of claim 2 is provided in a river structure having a step which forms a head of upstream and downstream, and is installed as a fish movable facility by connecting the high side and the low side of a step part such as a river. A corrugated structure used for constructing a fishway, wherein the corrugated structure is rectangular, U-shaped or C-shaped in cross section, and the upper part of the opening is formed in a curved shape on the side surface side. And has an irregular surface on the inner surface.
The contact with the downstream side of the wall of the river structures or part of its or all disposed within the downstream side of the wall surface of the river structures, what is integrally fixed, and its gist.
[0011]
The invention according to claim 3 is the saddle-shaped structure according to claim 2 , wherein the water-based uneven portion formed on the inner surface of the river structure is further formed with an aqueous uneven portion, The gist.
[0012]
A fourth aspect of the present invention is a fishway in a river structure characterized by placing and fixing the cage-like structure according to any one of claims 1 to 3 on a wall surface on the downstream side of the river structure. the construction methods, the gist of it.
[0013]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, the present invention will be described in more detail on the basis of specific examples shown in the drawings. However, this is a representative example, and unless the gist of the present invention is exceeded, the present invention will be described with reference to the following examples. The invention is not limited.
[0014]
First, a typical embodiment of the fishway 10 according to the first embodiment of the present invention will be described with reference to FIGS. FIG. 1 is a plan view schematically showing the fishway 10, and FIG. 2 is a cutaway perspective view schematically showing the fishway 10. 3 is a cross-sectional view taken along line AA in FIG. 1, and FIG. 4 is a cross-sectional view taken along line BB in FIG. FIG. 5 is a cross-sectional view taken along the line CC in FIG. 1 and corresponds to a front view seen from the downstream side.
[0015]
In this figure, this fishway 10 has a saddle-like structure 11 that forms an upstream / downstream drop in a stepped portion such as a river, with an opening 12 opening on the wall surface downstream of the river structure 13 and a gradient of 1 : It arrange | positions so that it may become a ratio of 20-1: 5, and is being fixed integrally with the river structure 13 by placing concrete, for example.
[0016]
For example, if a screen 20 typified by grating is provided so as to cover both the uppermost portion of the fishway 10 and the water conduit provided in the river structure 13, it is possible to prevent the inflow of earth and sand and the prevention of predation of wild birds and the like. Since an effect is acquired, it is preferable.
[0017]
The bowl-shaped structure 11 is made of a steel material having an opening 12 bent so that the cross-sectional shape is rectangular, U-shaped or C-shaped, and a recess 14 is formed in the inside thereof. Further, a water control uneven portion 14a is formed on the inner surface. However, it is also possible to form a water control uneven part by disposing natural stone or pseudo stone in the recess 14.
[0018]
In addition, a deceleration effect can be obtained by both the water control uneven portion 14b and the water control uneven portion 14b in which a finer water control uneven portion 14b is formed on the surface of the water control uneven portion 14a.
[0019]
The lower part 12a of the opening 12 of the saddle-shaped structure 11 protrudes downstream from the upper part 12b of the opening 12, and the entire opening 12 side is installed and fixed in a state of slightly protruding from the river structure 13. Yes. However, all the saddle-like structures 11 are installed inside the river structure 13 and are integrally formed so that the opening surface of the saddle-like structure 11 is flush with the downstream wall of the river structure 13. It does not matter. It can also be installed in contact with the downstream wall of the river structure.
[0020]
Further, the saddle-like structure 11 is arranged along the wall surface on the downstream side of the existing river crossing structure 13 ', and is fixed integrally with the river structure 13' by placing concrete, for example, so-called "retrofit" It can also be constructed as a fishway (see FIG. 6).
[0021]
Furthermore, the plurality of relatively short bowl-shaped structures 11 ′ may be transported to a construction site, and the bowl-shaped structures 11 may be formed by welding and connecting them at the construction site (see FIG. 7). ).
[0022]
Here, the technical contents of the “saddle-like structure” according to the invention of claim 2 are as follows: a relatively long saddle-like structure 11 and a relatively short saddle-like structure used for constituting the saddle-like structure 11. It is defined to mean both of the body 11 '.
[0023]
When the river structure 13 is long in the crossing direction of the river, it is preferable to install the plurality of eaves-like structures 11 at an appropriate interval since a plurality of fishways can be installed in the river structure 13.
[0024]
Although the relatively short bowl-shaped structure 11 ′ requires a so-called joining process of being welded or bolted in the field, it can be mass-produced, is easy to transport and move, and has excellent handleability. It is preferable in that the reduction can be achieved.
[0025]
When the fish-like structure 11 is configured as a fishway inside the river structure 13 as described above, for example, a water flow that flows over the river structure 13 is guided into the recess 14, and then a part of the water flow is provided below the recess 12. It can be moved over the portion 12a and dropped, and it is easy to pass not only fishes, but also water insects such as moths and turtles.
[0026]
In addition, it is preferable that the upper part of the opening of the river structure is formed in a curved shape because the water flow falling from above can be reliably introduced into the recess 14.
[0027]
That is, unlike a conventional fishway that is installed in a shape that protrudes more downstream than the cross-sectional shape of the river structure 13, the cross-section of the river crossing is constant, and the flow of the flood that passes through it is a heterogeneous shape of the fishway As a result of the structure being changed, the water flow is not decelerated and the flow direction is not changed.
[0028]
Next, as schematically shown in FIG. 8, the fishway 30 of the second embodiment is formed by stacking a plurality of the fishways 10 of the first embodiment so as to be separated from each other in the vertical direction. That is, except that the water overflowing from the opening of the fishway (rooster-like structure) 10 located above flows into the recesses of the fishway (rooster-like structure) 10 located below it. The configuration is substantially the same as the fishway 10 of the first embodiment.
[0029]
Therefore, in addition to the effect obtained by the fishway of the first embodiment, a plurality of fishways can be installed in the river structure 13, and the action and effect that the fishery and other seafood can be moved up and down more easily. can get.
[0030]
【The invention's effect】
As described above, according to the fishway of the present invention, when a river during flooding flows in a constant speed involving sediment and the like that have flowed together in the river width, when passing through a river crossing structure, the structure of a heterogeneous shape such as a fishway Even if it flows down a certain point, the flow of water slows down (in other words, due to the decrease in energy of the earth and sand that has been swept up until then), and the sediment can sink without being swept away. Absent. In other words, unlike a conventional fishway that protrudes greatly toward the downstream side of the cross section of the river slice, there is no formation of a Nakasu on the downstream side of the fishway, and it is also possible to construct the fishway with a so-called “retrofitting” It is possible to obtain exceptionally effective effects with excellent effectiveness.
[Brief description of the drawings]
FIG. 1 is a plan view schematically showing a fishway according to a first embodiment of the present invention. The white arrow in the figure indicates the direction of water flow.
FIG. 2 is a fragmentary perspective view schematically showing the same fishway.
FIG. 3 is a cross-sectional view taken along the line AA of FIG.
4 is a cross-sectional view taken along the line BB in FIG. 1. FIG. The white arrow in the figure indicates the direction of water flow.
FIG. 5 is a cross-sectional view taken along the line CC in FIG. 1;
FIG. 6 is a cross-sectional view schematically showing a fishway integrated with a river structure by so-called “retrofitting” a saddle-like structure along a downstream wall surface side of an existing river crossing structure. is there.
FIG. 7 is a perspective view schematically showing a cage structure (fishway) 11 configured by connecting a plurality of relatively short cage structures.
FIG. 7 is a perspective view schematically showing a fishway as a second embodiment of the present invention. FIG. 9 is a plan view schematically showing a relationship between a conventional fishway and Nakasu. . 9A is a terraced type fishway, and FIG. 9B is a fan-shaped fishway. In the figure, white arrows indicate the direction of water flow.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 10 ... Fishway of 1st Example 11 ... Coral-like structure 11 '... Short coral-like structure 12 ... Opening 12a ... Opening 13 ... River structure 13' ... Existing river structure 14 ... Recessed part 14a ... Lower part 14b ... Upper part 15 ... River structure 20 ... Screen 30 ... Fishway X of the second embodiment X ... Nakasu Y ... Stepped fishway Z ... Fan-shaped fishway

Claims (4)

河川などに段差部を形成する河川構造物に備えられ、魚類などの移道可能施設として前記段差部の高所側と低所側とを連結して設置される河川構造物内魚道であって、
該魚道の側面側に、開口上方部分が曲面形状に形成された開口を有し、その一部またはすべてが前記河川構造物の下流側の壁面部に配置され一体に固定されていることを特徴とする河川構造物内魚道。
It is provided in a river structure that forms a step in a river, and is a fishway in a river structure that is installed by connecting the high side and low side of the step as a transferable facility for fish and the like. ,
An upper portion of the opening has a curved surface formed on the side surface of the fishway , and a part or all of the opening is disposed on the downstream wall surface of the river structure and is integrally fixed. A fishway in the river structure.
上下流の落差を形成する段差を有する河川構造物に備えられ、魚類の移動可能施設として河川などの段差部の高所側と低所側とを連結して設置される魚道を施工するために使用される樋状構造体であって、
該樋状構造体は、断面が矩形、コ字状またはC字状で、側面側に開口上方部分が曲面形状に形成された開口を有するとともに内表面に水制凹凸部が形設されており、
前記河川構造物の下流側の壁面に接してまたは、その一部もしくはすべてが前記河川構造物の下流側の壁面の内部に配置され、一体に固定されることを特徴とする樋状構造体。
To construct a fishway that is installed in a river structure with a step that forms a head of upstream and downstream, and is connected to the high and low sides of a step such as a river as a movable facility for fish A saddle-like structure used,
The saddle-like structure has a rectangular, U-shaped or C-shaped cross section, and has an opening in which the upper part of the opening is formed in a curved shape on the side surface, and a water control uneven part is formed on the inner surface. ,
In contact with the downstream side of the wall surface of the river structures or part of its or all disposed within the downstream side of the wall surface of the river structures, trough-like structure, characterized in that it is integrally fixed .
前記樋状構造体において、前記河川構造物の内表面に形設された水性凹凸部の表面に、さらに水性凹凸部が形成されていることを特徴とする請求項に記載の樋状構造体。The saddle-shaped structure according to claim 2 , wherein in the saddle-shaped structure, a water-based uneven portion is further formed on the surface of the aqueous uneven portion formed on the inner surface of the river structure. . 前記河川構造物の下流側の壁面側に、請求項1〜3のいずれかに記載の樋状構造体を配し、固定することを特徴とする河川構造物内魚道の施工方法。The construction method of the fishway in a river structure characterized by arranging the anchor-shaped structure in any one of Claims 1-3 on the wall surface side of the downstream of the said river structure , and fixing .
JP2002293647A 2002-10-07 2002-10-07 Fishway Expired - Fee Related JP3769702B2 (en)

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