JP3638683B2 - Fishway - Google Patents

Fishway Download PDF

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Publication number
JP3638683B2
JP3638683B2 JP29018795A JP29018795A JP3638683B2 JP 3638683 B2 JP3638683 B2 JP 3638683B2 JP 29018795 A JP29018795 A JP 29018795A JP 29018795 A JP29018795 A JP 29018795A JP 3638683 B2 JP3638683 B2 JP 3638683B2
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JP
Japan
Prior art keywords
columnar
fishway
riverbed
river
flow
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
JP29018795A
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Japanese (ja)
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JPH09132909A (en
Inventor
高久 水山
忠弘 小野田
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.)
Shibata Industrial Co Ltd
Original Assignee
Shibata Industrial Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shibata Industrial Co Ltd filed Critical Shibata Industrial Co Ltd
Priority to JP29018795A priority Critical patent/JP3638683B2/en
Publication of JPH09132909A publication Critical patent/JPH09132909A/en
Application granted granted Critical
Publication of JP3638683B2 publication Critical patent/JP3638683B2/en
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    • 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

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Description

【0001】
【発明の属する技術分野】
本発明は、河川に設けた魚道に関する。
【0002】
【従来の技術】
河川に建設した落差の大きい堤体において、魚類の等の遡上を妨げないために魚道や水路を分けた流路が設けられる。
このような魚道は、その流下速度を遡上する魚類の遊泳可能な速度にする必要があり、そのために従来より以下のような構造がある。
【0003】
図7は第1従来技術の説明図であり、上流側から下流側にかけて流れに直交する方向に階段状に隔壁1を設けてそれぞれプール2を形成することによって魚類が遡上できる構造としている。
図9は第2従来技術の説明図であり、上流側から下流側にかけての水路床に自然石やコンクリートによる粗度材3を設けて流れに抵抗を与えて魚類が遡上できる構造としている。
【0004】
【発明が解決しようとする課題】
これらのような従来技術によると、流水や流下土砂礫が魚道に集中し、その結果、第1従来技術では図8に示すように時間の経過によってプールに土砂礫4が堆積して埋まってしまい所期の機能が達成できない構造となってしまうという問題がある。
【0005】
また、第2従来技術では図10に示すように粗度材が磨耗したり欠落してしまいこの技術においても所期の機能が得られなくなるという問題がある。
【0006】
【課題を解決するための手段】
そこで本発明は、河川に建設した落差のある堤体に設けた流路式の魚道において、路床の一定区間に弾性材製の撓み性を有する柱状材を所望間隔に配置したことを特徴とする。
このように構成することにより、魚道を通過する下層域の流水の速度を小さくすることができて魚類の遡上に都合のよい流水速度にすることができる。
【0007】
また、土砂礫の流下に対して柱状材が弾性変形することによって衝突エネルギーを吸収するために耐衝撃性、耐磨耗性に優れ、柱状材が撓むために互いの間隔がひろがって土砂礫を流過させ、河床に堆積させることがないために長期間にわたって魚道を確保することができることになる。
【0008】
【発明の実施の形態】
以下に本発明の実施の形態を図面を用いて説明する。
図1は正面図、図2は側面図、図3は部分拡大図であり、図において、5は柱状材であり、ゴムや合成樹脂等の耐磨耗性にすぐれた弾性を有する材料で構成され、流路式魚道の河床に千鳥状や格子状等の所望のパターンでしかも所望の間隔で配置起立させたものである。
【0009】
この柱状材5の弾性材はその撓み度合いを、ゴムや合成樹脂等の材料の硬度を所望の硬度に仕上げることによって得ることができるが、さらには、図4に示す如く、横断面構造を天然や合成の繊維もしくはスチールとゴムや合成樹脂さらには硬度の異なるゴムや合成樹脂との部分的な積層構造としてもよい。
この柱状材5の径、高さ、変形程度およびはその配置密度等は魚道の流水条件や流下土砂礫の量や大きさ等の条件によって決定される。さらに、柱状材5の断面形状は円形が好ましいが必ずしもその必要はなく条件に応じて楕円等の長円形状や多角形状としてもよい。
【0010】
また、この柱状材5の河床6への設置構造は、図3に示す如く柱状材5の下部を河床6に埋設する構造でもよいが、河床6に設けたアンカーボルト等により河床の表面に後加工によって取り付ける構造としてもよい。
さらに、図5に示す如く、複数の柱状材5を底部で連結した状態で製造し、その柱状材5を河床6に埋設した構造としてもよい。
【0011】
以上のような構成によると、魚道内を通過する下層域の流水の速度は、所定間隔に配置された柱状材5の遮蔽作用および弾性変形エネルギーに置換されることになり、魚類の遡上に都合のよい流水速度にすることができる。その結果、柱状材5の間をぬうようにして遡上することができることになる。
また、土砂礫の流下に対しては、柱状材5は図3に示す如く弾性変形することによって衝突エネルギーを吸収するために耐衝撃性、耐磨耗性に優れ、また、柱状材5同志が撓んで互いの間隔がひろがるために土砂礫を流過させて堆積することがなく長期間にわたって魚道を確保することができる。
【0012】
なお、この柱状材5の河床6への配置は、河床6の幅の全幅でなくてもよく、図6に示す如く、河床6の流れ方向の一部(本実施の形態では中央)に柱状材5を配置しない区域7を形成しておくことにより、流下土砂礫をその区域7から集中的に流過させることができるようになる。これによって柱状材5間への土砂礫の侵入を少なくすることができ、魚類の遡上の妨げにならないと共に柱状材5間の土砂礫の堆積を防ぐことができる。
【0013】
【発明の効果】
以上詳細に説明した本発明によると、魚道の河床に弾性材製の柱状材を所望間隔に配置したことにより、魚道を通過する下層域の流水の速度を小さくすることができ、魚類の遡上に都合のよい流水速度にすることができる効果を有する。
また、土砂礫の流下に対して柱状材が弾性変形することによって衝突エネルギーを吸収するために耐衝撃性、耐磨耗性に優れる効果を有する。
【0014】
さらに、柱状材が撓むために互いの間隔がひろがって土砂礫を流過させ、河床に堆積させることがないために長期間にわたって魚道を確保することができる効果を有する。
【図面の簡単な説明】
【図1】実施の形態例を示す正面図
【図2】側面図
【図3】部分拡大図
【図4】断面構造例を示す説明図
【図5】柱状材を連結した場合の説明図
【図6】他の実施の形態例を示す正面図
【図7】第1従来例の説明図
【図8】第1従来例の説明図
【図9】第2従来例の説明図
【図10】第2従来例の説明図
【符号の説明】
5 柱状材
6 河床
7 配置しない区域
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a fishway provided in a river.
[0002]
[Prior art]
In the dike with a large head constructed in the river, a channel that separates the fishway and waterway is provided so as not to prevent the fish from going up.
Such a fishway needs to have a flow rate that allows the fish that goes up and down to swim, and therefore has the following structure.
[0003]
FIG. 7 is an explanatory diagram of the first prior art, and has a structure in which fishes can go up by providing partition walls 1 in a staircase pattern in a direction orthogonal to the flow from the upstream side to the downstream side and forming the pools 2 respectively.
FIG. 9 is an explanatory diagram of the second prior art, in which a rough material 3 made of natural stone or concrete is provided on the aqueduct floor from the upstream side to the downstream side to give resistance to the flow so that the fish can go up.
[0004]
[Problems to be solved by the invention]
According to the conventional techniques such as these, the flowing water and the falling sediment gravel concentrate on the fishway, and as a result, in the first prior art, the sediment 4 is deposited and buried in the pool over time as shown in FIG. There is a problem that the desired function cannot be achieved.
[0005]
Further, in the second prior art, as shown in FIG. 10, there is a problem that the rough material is worn or missing, and the expected function cannot be obtained even in this technique.
[0006]
[Means for Solving the Problems]
Therefore, the present invention is characterized in that, in a flow path type fishway provided on a levee body with a head constructed in a river, a columnar material made of elastic material is arranged at a desired interval in a certain section of the roadbed. To do.
By comprising in this way, the speed of the flowing water of the lower layer area which passes a fishway can be made small, and it can be set as the flowing water speed convenient for fish going up.
[0007]
In addition, the columnar material elastically deforms against the flow of sediment and gravel, so that it absorbs collision energy, so it has excellent impact resistance and wear resistance. It is possible to secure a fishway over a long period of time because it is not allowed to pass and accumulate on the river bed.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the drawings.
1 is a front view, FIG. 2 is a side view, and FIG. 3 is a partially enlarged view. In the figure, reference numeral 5 denotes a columnar material, which is made of a material having elasticity excellent in wear resistance such as rubber and synthetic resin. In addition, it is arranged in a desired pattern such as a staggered pattern or a lattice pattern on the riverbed of the flow path type fishway, and is erected at a desired interval.
[0009]
The elastic material of the columnar member 5 can be obtained by finishing the degree of bending by finishing the hardness of a material such as rubber or synthetic resin to a desired hardness. Further, as shown in FIG. Alternatively, a partially laminated structure of synthetic fiber or steel and rubber or synthetic resin, or rubber or synthetic resin having different hardness may be used.
The diameter, height, deformation degree, arrangement density, and the like of the columnar member 5 are determined by conditions such as the water flow conditions of the fishway and the amount and size of the falling soil gravel. Furthermore, the cross-sectional shape of the columnar member 5 is preferably circular, but this is not always necessary, and an oval shape such as an ellipse or a polygonal shape may be used depending on conditions.
[0010]
In addition, the columnar member 5 may be installed on the riverbed 6 as shown in FIG. 3. The lower part of the columnar member 5 may be embedded in the riverbed 6, but the anchor plate or the like provided on the riverbed 6 may be installed on the riverbed. It is good also as a structure attached by processing.
Furthermore, as shown in FIG. 5, it is good also as a structure which manufactured in the state which connected the some columnar material 5 in the bottom part, and embed | buried the columnar material 5 in the riverbed 6. As shown in FIG.
[0011]
According to the configuration as described above, the velocity of the flowing water in the lower layer region passing through the fishway is replaced by the shielding action and elastic deformation energy of the columnar members 5 arranged at predetermined intervals. A convenient flow rate can be achieved. As a result, it is possible to move up between the columnar members 5.
In addition, the columnar material 5 is excellent in impact resistance and wear resistance because the columnar material 5 absorbs collision energy by elastic deformation as shown in FIG. Since it bends and the distance between each other increases, it is possible to secure a fishway over a long period of time without causing sediments to flow and deposit.
[0012]
The arrangement of the columnar material 5 on the riverbed 6 does not have to be the full width of the riverbed 6. As shown in FIG. 6, the columnar material 5 has a columnar shape in a part of the flow direction of the riverbed 6 (the center in the present embodiment). By forming the area 7 where the material 5 is not disposed, the falling soil gravel can be intensively flowed from the area 7. As a result, the intrusion of earth and sand between the columnar members 5 can be reduced, and it is possible to prevent sedimentation of the sand and gravel between the columnar members 5 as well as to prevent the fish from going upstream.
[0013]
【The invention's effect】
According to the present invention described in detail above, by arranging the elastic columnar members at the desired intervals on the riverbed of the fishway, it is possible to reduce the speed of flowing water in the lower region passing through the fishway, It has the effect of being able to make the water flow speed convenient for the.
Moreover, since the columnar material elastically deforms against the flow of earth and sand gravel, it absorbs collision energy and thus has an effect of being excellent in impact resistance and wear resistance.
[0014]
In addition, since the columnar material is bent, the distance between each other is increased, and sediment and gravel are allowed to flow and do not accumulate on the riverbed, so that the fishway can be secured over a long period of time.
[Brief description of the drawings]
FIG. 1 is a front view showing an embodiment. FIG. 2 is a side view. FIG. 3 is a partially enlarged view. FIG. 4 is an explanatory view showing an example of a cross-sectional structure. 6 is a front view showing another embodiment. FIG. 7 is an explanatory diagram of the first conventional example. FIG. 8 is an explanatory diagram of the first conventional example. FIG. 9 is an explanatory diagram of the second conventional example. Explanatory drawing of the second conventional example [Explanation of symbols]
5 Columnar 6 Riverbed 7 Area not arranged

Claims (2)

河川に建設した落差のある堤体に設けた流路式の魚道において、
床の一定区間に弾性材製の撓み性を有する柱状材を所望間隔に配置したことを特徴とする魚道。
In a flow path type fishway built on a bank with a head constructed in a river,
Fish ladder, characterized in that arranged in the desired spacing columnar member having an elastic member made of flexible to a certain section of the subgrade.
河川に建設した落差のある堤体に設けた流路式の魚道において、
床の一定区域には配置しないように一定区間に弾性材製の撓み性を有する柱状材を所望間隔に配置したことを特徴とする魚道。
In a flow path type fishway built on a bank with a head constructed in a river,
Fish ladder, characterized in that arranged in the desired spacing columnar material constant region of road bed with elastic material made of flexible constant interval so as not to place.
JP29018795A 1995-11-08 1995-11-08 Fishway Expired - Lifetime JP3638683B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29018795A JP3638683B2 (en) 1995-11-08 1995-11-08 Fishway

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29018795A JP3638683B2 (en) 1995-11-08 1995-11-08 Fishway

Publications (2)

Publication Number Publication Date
JPH09132909A JPH09132909A (en) 1997-05-20
JP3638683B2 true JP3638683B2 (en) 2005-04-13

Family

ID=17752882

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29018795A Expired - Lifetime JP3638683B2 (en) 1995-11-08 1995-11-08 Fishway

Country Status (1)

Country Link
JP (1) JP3638683B2 (en)

Also Published As

Publication number Publication date
JPH09132909A (en) 1997-05-20

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