JP2008025310A - Fish-pass partition wall, fish-pass block and fish-pass structure - Google Patents

Fish-pass partition wall, fish-pass block and fish-pass structure Download PDF

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JP2008025310A
JP2008025310A JP2006202277A JP2006202277A JP2008025310A JP 2008025310 A JP2008025310 A JP 2008025310A JP 2006202277 A JP2006202277 A JP 2006202277A JP 2006202277 A JP2006202277 A JP 2006202277A JP 2008025310 A JP2008025310 A JP 2008025310A
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upstream
fishway
partition
waterway
downstream
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JP3903391B1 (en
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Tetsuya Taya
哲也 田谷
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BIO KK
FUKUIKEN TOCHI KAIRYO JIGYO DA
FUKUIKEN TOCHI KAIRYO JIGYO DANTAI RENGOKAI
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BIO KK
FUKUIKEN TOCHI KAIRYO JIGYO DA
FUKUIKEN TOCHI KAIRYO JIGYO DANTAI RENGOKAI
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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

Abstract

<P>PROBLEM TO BE SOLVED: To provide a fish-pass partition wall capable of improving a run rate of migratory small fishes going upstream. <P>SOLUTION: A run-up overflow portion 11 capable of helping fishes to run up is arranged at an upper part 10 of a partition wall main body 9 arranged across a water passage 6 and a groove-like recess 12 is arranged at the run-up overflow portion 11. The groove-like recess 12 has an inclined face 25 at a downstream side and an inclined face 26 at an upstream side connected at a bottom portion 23 so as to be about 90° angle. An arcuate side face 29 with a projection is continuously arranged on the upper part of inclined plane 25 at the downstream side and the side face 32 is continuously arranged on the upper part of inclines plane 26 of the upstream side. The fishes going upstream at the run-up overflow portion 11 can go upstream at the run-up overflow portion by migrating further to the upstream side after arriving at the groove-like recess 12 and taking rest. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、主としてタナゴ類やモロコ類、フナ類、ドジョウ類等の小型魚を対象としてこれを低水位部から高水位部に無理なく遡上させることのできる魚道を構成するために用いて好適な、魚道用隔壁、魚道用ブロック、魚道構造に関するものである。   The present invention is mainly suitable for small fishes such as octopus, sorghum, crucifers, loach, etc., for the purpose of constructing a fishway that can reasonably run up from a low water level to a high water level. It relates to fishway partitions, fishway blocks, and fishway structures.

魚道には種々の構成のものが提案されており、水路を横断するように隔壁を所要間隔で配設した魚道としては、特開2000−120052号公報が開示する魚の遡上システムが提案されている。この遡上システムは、魚道用の水路に、該水路を横断するように平板状の隔壁を所要間隔で配設し、該隔壁の上端で水を越流させるもので、この越流部を、下流側の水位に対して魚類が遡上可能な高さに設定することにより、水路側から水田又は休耕田側に魚類を遡上させるように構成されていた。   Various structures have been proposed for the fishway, and a fish run-up system disclosed in Japanese Patent Application Laid-Open No. 2000-120052 has been proposed as a fishway in which partition walls are arranged at required intervals so as to cross the water channel. Yes. In this upstream system, a plate-shaped partition wall is arranged at a required interval so as to cross the channel in the fishway channel, and the water overflows at the upper end of the partition wall. By setting the height at which the fish can run up to the water level on the downstream side, the fish was run up from the waterway side to the paddy field or fallow rice field side.

しかしながら、かかる構成の遡上システムによるときは、前記隔壁の下流側で越流した水が下向きに落流するため、前記越流部を遡上せんとする魚類は、この落流に抵抗されて遡上しにくくかった。特に小型魚の場合は、遡上しようとしても落流で叩き落とされやすく遡上率が低い問題があった。   However, when using the run-up system with such a configuration, the water that overflowed downstream of the partition wall falls downward, so that fish that run up the overflow section are resisted by this fall. It was difficult to go up. Especially in the case of small fish, there was a problem that even when trying to run up, it was easily struck by a down stream and the rate of going up was low.

このような問題点を解決せんとして、上面を半円弧状に形成した魚道ブロックを水路に所要間隔で配設する魚道が例えば特開2005−282287号公報で開示されている。かかる構成の魚道によるときは、魚道ブロックの半円弧状面における越流が穏やかであるために、前記平板状の隔壁を具えた前記遡上システムにおける場合に比し、魚類の遡上の容易化が図られているといえる。しかしながら、越流部を半円弧状面に形成しているために遡上経路が長くなり、遊泳力の弱い小型魚の場合は前記越流部を一気に遡上するのが難しく水流で押し流されやすい問題があった。   In order to solve such a problem, for example, Japanese Patent Application Laid-Open No. 2005-282287 discloses a fishway in which a fishway block whose upper surface is formed in a semicircular arc shape is disposed in a water channel at a required interval. When a fishway having such a configuration is used, since the overflow in the semicircular arc surface of the fishway block is gentle, it is easier for fish to go up than in the run-up system including the flat partition wall. It can be said that is planned. However, since the overflow part is formed in a semicircular arc surface, the upstream path becomes long, and in the case of small fish with weak swimming ability, it is difficult to go up the overflow part at once and it is easy to be swept away by water flow was there.

そこで本発明者は、このような問題点を解決せんとして、半円弧状面を呈する越流部の上部に、魚類が休息できる溝状凹部を形成することより、魚類が2段階で遡上できるようにした越流部を想到した。ところで、魚類が休息できる凹状のプール部が設けられた魚道用ブロックとしては特開2006−63656号公報が開示する魚道用ブロックが提案されている。該魚道用ブロックは、プール後壁がプール前壁よりも高く形成されており、前端部と後端部とが嵌合方式で嵌め合わされて水路の長さ方向に順次連結されることにより魚道を構成するものであった。この魚道用ブロックは、あくまでも順次連結して使用されるものであり、水路長さ方向に所要間隔で配設される等、独立的に使用されるものではない。このように順次連結して構成された魚道によるときは、前記凹状のプール部の上流側に、高さの大なる上流側壁面が形成されていたため、休息場所としてのプール部に到達した魚類が更に上流側に遡上せんとする場合、この高さの高い上流側壁面が障害となって魚類が円滑に遡上できない問題があった。今仮に、該魚道用ブロックを水路の長さ方向に所要間隔で配設した場合も、前記プール部の上流側壁面の傾斜角度が略垂直状態と大きいために、プール部に到達した魚が該プール部で飛び跳ねて上流側に移動するのが難しい問題があった。   Therefore, the present inventor can solve such problems by forming a groove-like recess that can rest the fish in the upper part of the overflow section that presents a semicircular arc surface, so that the fish can go up in two stages. I thought of the overflow section that I did. By the way, as a fishway block provided with a concave pool portion where fish can rest, a fishway block disclosed in Japanese Patent Application Laid-Open No. 2006-63656 has been proposed. In the fishway block, the pool rear wall is formed higher than the pool front wall, and the front end and the rear end are fitted together by a fitting method, and are sequentially connected in the length direction of the waterway. It was to compose. These fishway blocks are used by being sequentially connected to each other, and are not used independently, such as being arranged at a required interval in the length direction of the water channel. When using a fishway constructed by sequentially connecting in this way, since the upstream side wall surface having a large height is formed on the upstream side of the concave pool part, the fish that has reached the pool part as a resting place Further, when going upstream, there was a problem that the upstream side wall surface having a high height hindered the fish from going up smoothly. Even if the fishway blocks are arranged at a required interval in the length direction of the water channel, the angle of inclination of the upstream side wall surface of the pool portion is large as a substantially vertical state. There was a problem that it was difficult to jump in the pool and move upstream.

特開2000−120052号公報(3−7頁、図2−図3)JP 2000-120052 A (page 3-7, FIG. 2 to FIG. 3) 特開2005−282287号公報(4−7頁、図4、図5、図7)Japanese Patent Laying-Open No. 2005-282287 (page 4-7, FIG. 4, FIG. 5, FIG. 7) 特開2006−63656号公報(3−4頁、図1、図3、図9、図11)JP 2006-63656 A (page 3-4, FIG. 1, FIG. 3, FIG. 9, FIG. 11)

本発明は、かかる従来技術の問題点に鑑みて開発されたものであり、低水位部から高水位部に魚類を遡上させる際、小型魚であっても遡上率を向上させることのできる魚道用隔壁の提供を課題とするものである。又、魚道用隔壁を具える魚道の構築を容易化し得る魚道用ブロックの提供を課題とするものである。更に、魚類を安全に遡上させる魚道構造の提供を課題とするものである。   The present invention has been developed in view of the problems of the prior art, and when raising fish from a low water level part to a high water level part, the ascent rate can be improved even for small fish. An object is to provide a partition for a fishway. It is another object of the present invention to provide a fishway block that can facilitate the construction of a fishway having a fishway partition. Furthermore, it is an object to provide a fishway structure that allows fishes to safely go up.

前記課題を解決するため本発明は以下の手段を採用する。
即ち本発明に係る魚道用隔壁の第1の態様は、魚道用の水路に配設される魚道用隔壁であって、該水路を横断するように水路底面に配設される隔壁本体の上部に、魚類の遡上を可能とする遡上越流部が設けられ、該遡上越流部の、前記水路の長さ方向で見た幅部の中間部分に、互いに80〜120度の角度をなすように底部で連なった、前記水路の下流側に向けて上向きに傾斜する下流側の傾斜面と前記水路の上流側に向けて上向きに傾斜する上流側の傾斜面とが設けられた溝状凹部が形成され、前記下流側の傾斜面の上部は、前記隔壁本体の下流側の、上に突の円弧状の側面の上部に連設されると共に、前記上流側の傾斜面の上部は、前記隔壁本体の上流側の側面の上部に連設されていることを特徴とするものである。
In order to solve the above problems, the present invention employs the following means.
That is, the first aspect of the fishway bulkhead according to the present invention is a fishway bulkhead disposed in a fishway waterway, on the upper part of the bulkhead body disposed on the bottom surface of the waterway so as to cross the waterway. And an upstream overflow section that allows the upstream of the fish to be provided, and an intermediate portion of the upstream section of the upstream section of the upstream section that forms an angle of 80 to 120 degrees with each other in the length direction of the water channel. A groove-like recess having a downstream inclined surface inclined upward toward the downstream side of the water channel and an upstream inclined surface inclined upward toward the upstream side of the water channel. An upper portion of the inclined surface on the downstream side is connected to an upper portion of the arcuate side surface protruding on the downstream side of the partition wall body, and the upper portion of the upstream inclined surface is formed on the partition wall. It is characterized by being connected to the upper part of the upstream side surface of the main body.

本発明に係る魚道用隔壁の第2の態様は、魚道用の水路に配設される魚道用隔壁であって、該水路を横断するように水路底面に配設される隔壁本体の上部は、その一方の端部側がその他の部分よりも低く形成され、該一方の端部側に、魚類の遡上を可能とする遡上越流部が設けられ、該遡上越流部の、前記水路の長さ方向で見た幅部の中間部分に、互いに80〜120度の角度をなすように底部で連なった、前記水路の下流側に向けて上向きに傾斜する下流側の傾斜面と前記水路の上流側に向けて上向きに傾斜する上流側の傾斜面とが設けられた溝状凹部が形成され、前記下流側の傾斜面の上部は、前記隔壁本体の下流側の、上に突の円弧状の側面の上部に連設されると共に、前記上流側の傾斜面の上部は、前記隔壁本体の上流側の側面の上部に連設されていることを特徴とするものである。   The second aspect of the fishway partition according to the present invention is a fishway partition disposed in a fishway waterway, and the upper part of the partition body disposed on the bottom surface of the waterway so as to cross the waterway is: The one end side is formed lower than the other part, and the one upstream end part is provided with a run-up overflow section that allows fish to run up, and the length of the water channel of the run-up overflow section is provided. A downstream inclined surface that is inclined upward toward the downstream side of the water channel and upstream of the water channel, which is connected to the middle portion of the width portion viewed in the lateral direction at the bottom so as to form an angle of 80 to 120 degrees with each other. A groove-shaped concave portion provided with an upstream inclined surface inclined upward toward the side is formed, and an upper portion of the downstream inclined surface is formed in an arcuate shape protruding upward on the downstream side of the partition wall body. And an upper portion of the upstream inclined surface is above the upstream side surface of the bulkhead body. And it is characterized in that it is provided continuously on.

本発明に係る魚道用隔壁の第3の態様は、魚道用の水路に配設される魚道用隔壁であって、該水路を横断するように水路底面に配設される隔壁本体の上部は、その一方の端部側がその他の部分よりも低く形成され、該一方の端部側に、魚類の遡上を可能とする遡上越流部が設けられ、該遡上越流部には、前記上部の他方の端部側に向けて徐々に高くなる傾斜部が連設されており、該遡上越流部の、前記水路の長さ方向で見た幅部の中間部分に、互いに80〜120度の角度をなすように底部で連なった、前記水路の下流側に向けて上向きに傾斜する下流側の傾斜面と前記水路の上流側に向けて上向きに傾斜する上流側の傾斜面とが設けられた溝状凹部が形成され、前記下流側の傾斜面の上部は、前記隔壁本体の下流側の、上に突の円弧状の側面の上部に連設されると共に、前記上流側の傾斜面の上端は、前記隔壁本体の上流側の側面の上端に連設されていることを特徴とするものである。   A third aspect of the partition for a fishway according to the present invention is a partition for a fishway disposed in a waterway for a fishway, and the upper part of the partition body disposed on the bottom surface of the waterway so as to cross the waterway is One end side is formed to be lower than the other part, and one upstream side is provided with a run-up overflow section that allows fish to run up. The slope part which becomes gradually high toward the other end part side is connected, and it is 80-120 degrees mutually in the middle part of the width part seen in the length direction of the waterway of the run-up overflow part. A downstream inclined surface that is inclined upward toward the downstream side of the water channel and an upstream inclined surface that is inclined upward toward the upstream side of the water channel, which are connected at the bottom so as to form an angle, are provided. A groove-shaped recess is formed, and the upper portion of the downstream inclined surface is on the downstream side of the partition wall main body, the arc-shaped side protruding upward Along with being provided continuously on the top, the upper end of the inclined surface of the upstream side, and is characterized in that it is provided continuously to the upper end of the side surface of the upstream side of the partition wall body.

本発明に係る魚道用隔壁の第4の態様は、魚道用の水路に配設される魚道用隔壁であって、該水路を横断するように水路底面に配設される隔壁本体の上部は、その一方の端部側がその他の部分よりも低く形成され、該一方の端部側に、魚類の遡上を可能とする水平な遡上越流部が設けられ、該遡上越流部には、前記上部の他端側に向けて徐々に高くなる傾斜部が連設されており、該遡上越流部の、前記水路の長さ方向で見た幅部の中間部分に、互いに80〜120度の角度をなすように底部で連なった、前記水路の下流側に向けて上向きに傾斜する下流側の傾斜面と前記水路の上流側に向けて上向きに傾斜する上流側の傾斜面とが設けられた溝状凹部が形成され、前記下流側の傾斜面の上部は、前記隔壁本体の下流側の、上に突の円弧状の側面の上部に連設されると共に、前記上流側の傾斜面の上部は、前記隔壁本体の上流側の側面の上部に連設されていることを特徴とするものである。   The fourth aspect of the fishway partition according to the present invention is a fishway partition disposed in the fishway waterway, and the upper part of the partition body disposed on the bottom surface of the waterway so as to cross the waterway is The one end side is formed lower than the other part, and on one end side there is provided a horizontal run-up section that allows fish to run up. The slope part which becomes gradually high toward the other end side of the upper part is continuously arranged, and the upstream part of the upstream part of the upstream part of the width part seen in the length direction of the water channel is 80 to 120 degrees each other. A downstream inclined surface that is inclined upward toward the downstream side of the water channel and an upstream inclined surface that is inclined upward toward the upstream side of the water channel, which are connected at the bottom so as to form an angle, are provided. A groove-shaped recess is formed, and the upper portion of the downstream inclined surface is on the downstream side of the partition wall main body, the arc-shaped side protruding upward Upper while being continuously to the upper inclined surface of the upstream side, and is characterized in that it is provided continuously to the upper side of the upstream side of the partition wall body.

前記隔壁本体の上部に前記傾斜部を設ける場合、該傾斜部の前記遡上越流部寄りの部分を、下に突の円弧状に形成するのがよい。   In the case where the inclined portion is provided on the upper portion of the partition wall main body, it is preferable that a portion of the inclined portion near the upstream run-up portion is formed in an arc shape protruding downward.

前記第1〜4の態様に係る魚道用隔壁において、前記下流側の傾斜面の上部と前記底部との間の距離を5〜30mmに設定するのがよい。   In the fishway partition according to the first to fourth aspects, it is preferable that the distance between the upper part of the inclined surface on the downstream side and the bottom part is set to 5 to 30 mm.

前記第1〜4の態様に係る魚道用隔壁において、前記隔壁本体の前記水路の長さ方向の幅を60〜200mmに設定すると共に、前記底部を、前記隔壁本体の前記幅部の中央部位に位置させるのがよい。   In the fishway partition according to the first to fourth aspects, the width in the length direction of the water channel of the partition main body is set to 60 to 200 mm, and the bottom portion is set to the central portion of the width portion of the partition main body. It is good to be located.

前記第1〜4の態様に係る魚道用隔壁において、前記下流側の傾斜面に連設される前記上に突の円弧状の側面を、上に突の四分割円弧状の側面を呈したものとし、該四分割円弧状の側面の上部に前記下流側の傾斜面の上部を連設し、該連設部分を、上に突の円弧状面に形成するのがよい。   In the fishway bulkhead according to the first to fourth aspects, the upper projecting arc-shaped side surface connected to the downstream inclined surface, and the upper projecting quadrant arc-shaped side surface are presented. It is preferable that the upper part of the inclined surface on the downstream side is connected to the upper part of the four-sided arc-shaped side surface, and the connected part is formed as an arcuate surface protruding upward.

前記第1〜4の態様に係る魚道用隔壁において、前記下流側の傾斜面に連設される前記上に突の円弧状の側面を、上に突の四分割円弧状の側面を呈したものとし、該四分割円弧状の側面の上部に前記下流側の傾斜面の上部を連設し、該四分割円弧状の側面は、前記隔壁本体の底面から1/4〜3/4の高さ部位において上下に分割された上側の側面部分と下側の側面部分とからなるものとし、該下側の側面部分は、四分割円弧状面に形成された上側の側面部分の下端に、該四分割円弧状面の延長として下方に一連に連続すると仮定した仮想の四分割円弧状面よりも上流側に位置するように連設するのがよい。   In the fishway bulkhead according to the first to fourth aspects, the upper projecting arc-shaped side surface connected to the downstream inclined surface, and the upper projecting quadrant arc-shaped side surface are presented. And the upper part of the inclined surface on the downstream side is connected to the upper part of the quadrant arc-shaped side surface, and the quadrant arc-shaped side surface has a height of 1/4 to 3/4 from the bottom surface of the partition wall body. The upper side surface portion and the lower side surface portion that are divided vertically in the part are composed of the lower side surface portion, and the lower side surface portion is formed at the lower end of the upper side surface portion formed in the four-part arcuate surface. As an extension of the divided arcuate surface, it is preferable that the segmented arcuate surface is arranged so as to be located upstream of the virtual four-divided arcuate surface that is assumed to be continuously continuous downward.

前記第1〜4の態様に係る魚道用隔壁において、前記上流側の傾斜面の上部が連設される前記隔壁本体の上流側の側面を、前記水路底面と略直角の直角側面を呈したものとし、且つ、前記上流側の傾斜面の上部と前記直角側面の上部との連設部分は、上に突の円弧状面に形成するのがよい。   In the fishway bulkhead according to the first to fourth aspects, the side surface on the upstream side of the bulkhead body where the upper part of the inclined surface on the upstream side is connected is a right-angled side surface substantially perpendicular to the bottom surface of the water channel. In addition, it is preferable that the connecting portion between the upper portion of the upstream inclined surface and the upper portion of the right side surface is formed as an arcuate surface protruding upward.

前記第1〜4の態様に係る魚道用隔壁において、前記上流側の傾斜面の上部は前記下流側の傾斜面の上部よりも高位置に設定するのがよい。   In the fishway partition according to the first to fourth aspects, the upper portion of the upstream inclined surface may be set higher than the upper portion of the downstream inclined surface.

前記第2、3、4の態様に係る魚道用隔壁において、前記隔壁本体の前記下流側の側面であって、且つ、前記遡上越流部よりも前記他方の端部側に位置する部分に、前記遡上越流部を遡上する遡上魚類の衝突を防止する衝突防止空洞部を、上流側の側面を開口することなく設けるのがよい。   In the partition for fishway according to the second, third, and fourth aspects, on the downstream side surface of the partition body, and on the portion located on the other end side of the upstream run-up part, It is preferable to provide a collision-preventing cavity for preventing a collision of fish going up the upstream run-up section without opening the upstream side surface.

前記第2、3、4の態様に係る魚道用隔壁において、前記隔壁本体の下流側の側面であって、且つ、前記遡上越流部よりも前記他方の端部側に位置する部分に、前記遡上越流部を遡上する遡上魚類の衝突を防止する衝突防止空洞部を、上流側の側面を開口することなく設け、該衝突防止空洞部の上縁高さを、前記遡上越流部の最上端高さと等しいかそれよりも高く設定するのがよい。   In the fishway partition according to the second, third, and fourth aspects, on the downstream side surface of the partition main body, and on the portion located on the other end side of the upstream part, An anti-collision cavity for preventing collision of upstream fish going up the upstream part is provided without opening the upstream side surface, and the upper edge height of the anti-collision part is set to the upstream part. It is better to set it equal to or higher than the top end height of.

前記衝突防止空洞部を具える魚道用隔壁において、前記一方の端部側に向けて延長する内部空洞部を、前記隔壁本体の内部で連設するのがよい。   In the fishway partition including the collision prevention cavity, it is preferable that an internal cavity extending toward the one end is continuously provided inside the partition body.

前記衝突防止空洞部を具える魚道用隔壁において、該衝突防止空洞部は、前記隔壁本体の他端で開放されたものとして構成するのがよい。   In the fishway partition including the collision prevention cavity, the collision prevention cavity may be configured to be opened at the other end of the partition body.

本発明に係る魚道用ブロックは、前記各魚道用隔壁を、魚道用の水路部材に、その水路を横断するように水路底面に固定状態に配設したことを特徴とするものである。   The fishway block according to the present invention is characterized in that each of the fishway partition walls is disposed in a fixed state on the bottom surface of the waterway so as to cross the waterway member.

本発明に係る魚道用ブロックの他の態様は、前記各魚道用隔壁の複数が、魚道用の水路部材に、その水路を横断するように水路底面に固定状態に配設されており、該水路の長さ方向で隣り合う魚道用隔壁に関し、下流側に位置する魚道用隔壁の前記遡上越流部に、上流側に位置する魚道用隔壁の前記衝突防止空洞部が対向状態とされていることを特徴とするものである。   In another aspect of the fishway block according to the present invention, a plurality of the fishway partition walls are disposed in a fixed state on the bottom surface of the waterway so as to cross the waterway member, and the waterway channel. For the fishway bulkheads that are adjacent in the length direction, the anti-collision cavity of the fishway bulkhead located upstream is opposed to the upstream part of the fishway bulkhead located downstream. It is characterized by.

本発明に係る魚道構造は、魚道用の水路に、衝突防止空洞部を具える前記魚道用隔壁の何れかが、該水路を横切るように該水路の長さ方向に所要間隔で配設され、該水路の長さ方向で隣り合う魚道用隔壁に関し、下流側に位置する魚道用隔壁の前記遡上越流部に、上流側に位置する魚道用隔壁の前記衝突防止空洞部が対向状態とされていることを特徴とするものである。   In the fishway structure according to the present invention, any one of the fishway partition walls provided with a collision prevention cavity in a waterway for a fishway is disposed at a required interval in the length direction of the waterway so as to cross the waterway. Regarding the fishway bulkhead adjacent in the length direction of the water channel, the collision prevention cavity of the fishway bulkhead located upstream is opposed to the upstream part of the fishway bulkhead located downstream. It is characterized by being.

本発明は以下の如き優れた効果を奏する。
(1) 本発明に係る魚道用隔壁は、隔壁本体の上部に、魚類の遡上を可能とする遡上越流部が設けられ、該遡上越流部に、互いに80〜120度の角度をなすように底部で連なった下流側の傾斜面と上流側の傾斜面とからなる溝状凹部が設けられると共に、該下流側の傾斜面の上部は、前記隔壁本体の下流側の、上に突の円弧状の側面の上部に連設されている。
従って本発明によるときは、小型魚であっても、越流状態が穏やかである前記上に突の円弧状の側面に沿って比較的容易に遡上でき前記溝状凹部に到達できる。該溝状凹部に到達した魚類は該溝状凹部で一時的に休息でき、尾鰭を振って該尾鰭乃至尾柄で該下流側の傾斜面を蹴ることにより、その反発力で上流側の傾斜面に沿って斜め上方に移動でき、これにより該溝状凹部を脱出できる。
このように魚類は、該魚道用隔壁を2段階で容易に遡上できることから、本発明によるときは魚類の遡上率を向上させ得る。
The present invention has the following excellent effects.
(1) The fishway bulkhead according to the present invention is provided with a run-up overflow section allowing fish to run up at the upper part of the bulkhead body, and the upstream run-up section forms an angle of 80 to 120 degrees with each other. In this way, a groove-shaped recess composed of a downstream inclined surface and an upstream inclined surface connected at the bottom is provided, and the upper portion of the downstream inclined surface protrudes upward on the downstream side of the partition wall body. It is connected to the upper part of the arc-shaped side.
Therefore, according to the present invention, even a small fish can move up relatively easily along the arc-shaped side surface of the projection, which has a calm overflow condition, and can reach the groove-shaped recess. The fish that has reached the groove-shaped recess can temporarily rest in the groove-shaped recess, and by swinging the tail fin and kicking the inclined surface on the downstream side by the tail fin or tail handle, Can be moved obliquely upward, thereby allowing the groove-shaped recess to escape.
As described above, the fish can easily go up the fishway partition wall in two stages. Therefore, according to the present invention, the fish going up rate can be improved.

(2) 隔壁本体の上部を、その一方の端部側をその他の部分よりも低く形成し、該一方の端部側に、魚類の遡上を可能とする遡上越流部を設ける構成を採用した場合は、かかる構成の魚道用隔壁を、該遡上越流部が千鳥配置となるように水路に配設することにより、該遡上越流部を越流した水路水の流速を、高さの高い前記その他の部分によって弱めることができ、該越流水を、下流側に位置する魚道用隔壁の遡上越流部に向けて案内できる。これらによって、水路水を、蛇行流にして流速を落とした状態で流下させることができ、遡上越流部における魚類の遡上をより容易化し、魚類の遡上率を向上させ得る。 (2) The upper part of the bulkhead body is formed such that one end side is lower than the other part, and the upstream part that allows the fish to run up is provided on the one end side. In such a case, by arranging the fishway partition wall having such a configuration in the water channel so that the upstream run-up section is in a staggered arrangement, the flow velocity of the channel water flowing over the upstream run-up section is increased. It can be weakened by the above-mentioned other high portions, and the overflow water can be guided toward the upstream portion of the fishway partition located on the downstream side. As a result, the channel water can be made to flow in a meandering flow with a reduced flow velocity, facilitating the fish going up in the upstream run-up section, and improving the fish going up rate.

(3) 一方の端部側をその他の部分よりも低く形成し、該一方の端部側に遡上越流部を設け、該遡上越流部に、前記他方の端部側に向けて徐々に高くなる傾斜部を連設したときは、水路水の流量が変動しても該傾斜部によって魚の遡上に適した水深を確保できる。これにより魚類の遡上率を向上させ得る。
特に、該一方の端部側に水平な遡上越流部を設けた場合は、該水平な遡上越流部において、水深が略均一な、直線状の穏やかな越流状態が得られるため、該水平な遡上越流部における魚類の遡上率を向上させ得る。
(3) One end side is formed lower than the other part, a run-up overflow part is provided on the one end side, and the run-up overflow part is gradually moved toward the other end side. When the inclined part which becomes high is connected continuously, even if the flow rate of channel water fluctuates, the water depth suitable for the fish going up can be secured by the inclined part. This can improve the rate of fish run-up.
In particular, in the case where a horizontal upstream part is provided on the one end side, a straight and gentle upstream state with a substantially uniform water depth is obtained in the horizontal upstream part. It is possible to improve the fish run-up rate in the horizontal run-up section.

(4) 特に、前記上に突の円弧状の側面を、上に突の四分割円弧状の側面として構成する場合、該四分割円弧状の側面を、前記隔壁本体の底面から1/4〜3/4の高さ部位において上下に分割された上側の側面部分と下側の側面部分とから形成すると共に、該下側の側面部分を、四分割円弧状面に形成された上側の側面部分の下端に、該四分割円弧状面の延長として下方に一連に連続すると仮定した仮想の四分割円弧状面よりも上流側に位置するように連設する構成を採用した場合は、前記溝状凹部への魚類の遡上を容易化できる。
即ち、四分割円弧状面を呈する上側の側面部分を流下する水が該上側の側面部分の下端側の部位でその略接線方向に流れやすいことに伴い、前記下側の側面部分における下方向への流速を比較的小さく抑制できることから、魚類が遡上するための助走区間である前記下側の側面部分付近の越流をより穏やかなものとなし得、従って魚類は、前記下側の側面部分をより容易に遡上して前記溝状凹部に到達できることとなるのである。
(4) In particular, when the arc-shaped side surface projecting upward is configured as a quadrant arc-shaped side surface projecting upward, the quadrant arc-shaped side surface is formed from 1/4 to the bottom surface of the partition wall body. The upper side surface portion is formed of an upper side surface portion and a lower side surface portion that are vertically divided at a height of 3/4, and the lower side surface portion is formed into a quadrant arc-shaped surface. In the case of adopting a configuration in which the lower end of the four-segment arc-shaped surface is continuously arranged so as to be located on the upstream side of the hypothetical four-segment arc-shaped surface that is assumed to be continuously continuous downward as an extension of the four-segment arc-shaped surface, The fish can be easily moved up to the recess.
That is, the water flowing down the upper side surface portion that presents a quadrant arc-shaped surface tends to flow in the substantially tangential direction at the lower end side portion of the upper side surface portion, and accordingly, downward in the lower side surface portion. The flow rate of the lower side portion of the lower side portion, which is a run-up section for fish going up, can be made more gentle, so that the fish It is possible to go up more easily and reach the groove-like recess.

(5) 特に、前記傾斜部の前記遡上越流部寄りの部分を、下に突の円弧状に形成する場合は、水際部分の水深を、前記傾斜部が直線状を呈する場合に比してより深く形成できる。かかることから、該水際部分で遡上せんとする魚類がいても、該魚類を、それ程無理のない状態で遡上させることが可能となる。又、下に突の円弧状に形成することにより、該傾斜部における水深変化を緩和させ、前記水平な遡上越流部における越流状態をより整えることができる。これにより魚の遡上率を向上させ得る。 (5) In particular, when the portion of the inclined portion near the upstream run-up portion is formed in a downwardly protruding arc shape, the water depth of the shore portion is compared with the case where the inclined portion is linear. It can be formed deeper. For this reason, even if there is a fish that goes up at the edge of the water, it is possible to make the fish run up in a state that is not too difficult. In addition, by forming a circular arc projecting downward, it is possible to relieve changes in the water depth in the inclined portion, and to further improve the overflow state in the horizontal upstream upstream portion. This can improve the fish run-up rate.

(6) 前記上流側の傾斜面の上部を前記下流側の傾斜面の上部よりも高く位置させた場合は、該上流側の傾斜面の上端を越流した流れが下流側の傾斜面に衝突しにくくなり、従って、該下流側の傾斜面上での流れの乱れ状態を極力防止でき、それだけ魚類の遡上を円滑化し得ることとなる。 (6) When the upper portion of the upstream inclined surface is positioned higher than the upper portion of the downstream inclined surface, the flow that overflows the upper end of the upstream inclined surface collides with the downstream inclined surface. Therefore, the turbulent state of the flow on the inclined surface on the downstream side can be prevented as much as possible, and the fish can be moved up smoothly.

(7) 特に、隔壁本体の水路の長さ方向の幅を60〜200mmに設定すると共に、前記遡上越流部に設ける溝状凹部の底部を、前記隔壁本体の幅方向の中央部位に位置させる場合は、魚類の遡上経路を前半分と後半分に二分割できることになり、小型魚であっても魚道用隔壁を無理なく遡上可能として遡上率の向上に寄与できる。 (7) In particular, the width in the length direction of the water channel of the partition wall main body is set to 60 to 200 mm, and the bottom of the groove-shaped recess provided in the upstream run-up section is positioned at the central portion in the width direction of the partition wall main body. In this case, the fish run-up route can be divided into a front half and a rear half, and even for small fishes, it is possible to go up the fishway partition without difficulty and contribute to the improvement of the run-up rate.

(8) 本発明に係る魚道用隔壁が、隔壁本体の上部を、その一方の端部側をその他の端部よりも低く形成し、該一方の端部側に遡上越流部を具える如く構成したとき、該隔壁本体の下流側の側面の、遡上越流部よりも前記他方の端部側に位置する部分に、前記遡上越流部を遡上する遡上魚類の衝突を防止する衝突防止空洞部を設ける構成を採用した場合は、水路の長さ方向で隣り合う魚道用隔壁に関し、下流側に位置する魚道用隔壁の遡上越流部に、上流側に位置する魚道用隔壁の衝突防止空洞部を対向状態に配設して魚道構造を構成したとき、遡上魚類の衝突を効果的に防止できることとなる。これにより、魚類の遡上率を向上させ得ることとなる。
前記衝突防止空洞部に、隔壁本体の内部で内部空洞部を連設する場合は、遡上魚がサギ等の嘴の長い鳥に狙われたとき、該衝突防止空洞部に進入した魚類は、内部空洞部の奥に逃げ込んで危険回避できる。
(8) The fishway partition wall according to the present invention is formed such that the upper part of the partition wall main body is formed such that one end side thereof is lower than the other end part and the upstream end part is provided on the one end part side. When configured, a collision that prevents a collision of an upstream fish that goes up the upstream upstream section on a portion of the side surface on the downstream side of the bulkhead body that is located on the other end side of the upstream upstream section In the case of adopting a configuration in which a prevention cavity is provided, for a fishway bulkhead that is adjacent in the length direction of the waterway, a collision of a fishway bulkhead located on the upstream side with the upstream upstream part of the fishway bulkhead located on the downstream side When the prevention cavities are arranged in an opposing state to constitute a fishway structure, it is possible to effectively prevent the collision of the upstream fish. Thereby, the going-up rate of fish can be improved.
When the internal cavity is connected to the collision prevention cavity inside the bulkhead body, the fish that entered the collision prevention cavity when the upstream fish is aimed at a long-legged bird such as a heron, You can avoid danger by running into the inner cavity.

(9) 本発明に係る魚道用隔壁を水路部材に配設してなる魚道用ブロックによるときは、該魚道用ブロックを連結することによって、施工能率よく簡易に所要の魚道を構築し得る利点がある。 (9) When using a fishway block in which a fishway partition wall according to the present invention is disposed on a waterway member, there is an advantage that a required fishway can be easily and efficiently constructed by connecting the fishway block. is there.

図1〜3において本発明に係る魚道用隔壁1は、主としてタナゴ類やモロコ類、フナ類、ドジョウ類等の遊泳力の弱い小型魚を対象として、これを排水路等としての低水位部2から貯水池(水田や休耕田、溜め池等)等としての高水位部3に無理なく遡上させることのできる魚道5を構成するためのものであって、魚道用の水路6に該水路6を横断するように水路底面7に配設される隔壁本体9の上部10に、水路水が上流側から下流側に向けて越流して魚類の遡上を可能とする遡上越流部11が設けられ、該遡上越流部11の、前記水路6の長さ方向で見た幅部8の中間部分に溝状凹部12が形成されている。   1-3, a fishway partition wall 1 according to the present invention is mainly intended for small fish with weak swimming ability, such as sea lions, sorghum, crucifers, loach, and the like. Is used to construct a fishway 5 that can be reasonably moved up to a high water level part 3 such as a reservoir (paddy field, fallow field, reservoir, etc.), and crosses the waterway 6 to a waterway 6 for fishway In the upper part 10 of the partition wall body 9 arranged on the bottom surface 7 of the water channel, a upstream upstream part 11 is provided that allows the water channel to overflow from the upstream side toward the downstream side, allowing fish to run up, A groove-like recess 12 is formed in an intermediate portion of the width portion 8 of the upstream run-up portion 11 viewed in the length direction of the water channel 6.

前記魚道5を構成するための魚道用隔壁1として、本実施例においては、図4〜10に示す第1タイプの魚道用隔壁1aと、図11〜12に示す第2タイプの魚道用隔壁1bを用いることとしている。両タイプの相違点は、前記隔壁本体9の後述の下流側の側面41に開口状態で設ける後述の衝突防止空洞部45を、該隔壁本体の両端部14,15の何れ側に設けるかの点であり、その他の構成は同様である。そこで以下の説明においては、主として前記第1タイプの魚道用隔壁1aについてその構成を詳述することとする。   As the fishway partition wall 1 for constituting the fishway 5, in this embodiment, the first type fishway partition wall 1a shown in FIGS. 4 to 10 and the second type fishway partition wall 1b shown in FIGS. Is going to be used. The difference between the two types is that a collision prevention cavity 45 (described later) provided in an open state on a downstream side surface 41 (described later) of the partition wall body 9 is provided on either side of the both ends 14 and 15 of the partition wall body. Other configurations are the same. Therefore, in the following description, the configuration of the first type fishway partition wall 1a will be mainly described in detail.

本実施例において前記第1、第2タイプの魚道用隔壁1a,1bは、何れも、前記水路6とは独立したコンクリート製のブロックとして構成されており、小型魚を対象とする魚道構成用であることを考慮して、前記隔壁本体9の前記水路6の長さ方向の幅L1を、60〜200mmに、好ましくは100〜150mmに設定している。そして該隔壁本体9は、前記水路底面7に当接状態に固定される水平な底面13(図5)を具え、且つ図2に示すように、両端部14,15が水路側面16,16に当接状態に固定されるものであり、その上部10は、一方の端部側17がその他の部分19よりも低く形成され、該一方の端部側17の10〜20mmの範囲の部分L2(図7)が、魚類の遡上を可能とする水平な前記遡上越流部11とされている。該遡上越流部11には、前記上部10の他端側20に向けて徐々に高くなる傾斜部21が連設され、該傾斜部21の上端には略水平な水平上部22が連設されている。該傾斜部21は、本実施例においては図7に示すように、前記遡上越流部11寄りの部分が下に突の円弧状部21aとして形成される一方、前記水平上部22寄りの部分は、上に突の円弧状部21bとして形成されている。   In the present embodiment, the first and second types of fishway partition walls 1a and 1b are both configured as concrete blocks independent of the water channel 6, and are used for fishway construction intended for small fish. In consideration of this, the width L1 of the partition wall 9 in the length direction of the water channel 6 is set to 60 to 200 mm, preferably 100 to 150 mm. The bulkhead body 9 has a horizontal bottom surface 13 (FIG. 5) fixed in contact with the water channel bottom surface 7, and both end portions 14 and 15 are formed on the water channel side surfaces 16 and 16 as shown in FIG. The upper part 10 of the upper part 10 is formed such that one end part side 17 is lower than the other part 19 and the one end part side 17 has a part L2 in the range of 10 to 20 mm. FIG. 7) shows the horizontal upstream part 11 that allows fish to run up. The upstream part 11 is provided with an inclined part 21 that gradually increases toward the other end side 20 of the upper part 10, and a substantially horizontal horizontal upper part 22 is provided at the upper end of the inclined part 21. ing. In the present embodiment, as shown in FIG. 7, the inclined portion 21 is formed as an arcuate portion 21a projecting downward from the upstream portion 11 while the portion near the horizontal upper portion 22 is formed. , And is formed as a protruding arcuate portion 21b.

そして前記溝状凹部12は、図8に拡大して示すように、互いに80〜120度、好ましくは90〜110度の角度θ1をなすように底部23で連なった、前記水路6の下流側に向けて上向きに傾斜する下流側の傾斜面25と、前記水路6の上流側に向けて上向きに傾斜する上流側の傾斜面26を有する。前記底部23は、本実施例においては下に突の円弧状を呈しており、又、前記下流側の傾斜面25及び前記上流側の傾斜面26は、本実施例においては、殆ど直線状を呈する傾斜面ではあるが厳密には若干上に突の円弧面として形成されている。このように若干上に突の円弧面として形成しているのは、前記溝状凹部12に流入した水路水の流れ状態をより整えるためである。又、該下流側の傾斜面25の上端27と前記底部23との間の距離L3は5〜30mmに、好ましくは7〜15mmに設定される。   As shown in an enlarged view in FIG. 8, the groove-like recess 12 is formed on the downstream side of the water channel 6, which is continuous at the bottom 23 so as to form an angle θ1 of 80 to 120 degrees, preferably 90 to 110 degrees. It has a downstream inclined surface 25 that is inclined upward and an upstream inclined surface 26 that is inclined upward toward the upstream side of the water channel 6. In the present embodiment, the bottom portion 23 has a downwardly protruding arc shape, and the downstream inclined surface 25 and the upstream inclined surface 26 are almost linear in this embodiment. Strictly speaking, it is formed as a projecting circular arc surface slightly above. The reason why the circular arc surface is formed so as to protrude slightly above is to further adjust the flow state of the channel water flowing into the groove-like recess 12. Further, the distance L3 between the upper end 27 of the downstream inclined surface 25 and the bottom 23 is set to 5 to 30 mm, preferably 7 to 15 mm.

そして、前記下流側の傾斜面25の上部27は、図8(A)に示すように、前記隔壁本体9の下流側の、上に突の円弧状の側面29の上部に連設され、該連設部分30は上に突の円弧面に形成されている。又、前記上流側の傾斜面26の上部31は、前記隔壁本体9の上流側の側面32(本実施例においては、前記底面13と略直角をなす直角側面32aの上部に連設され、該連設部分33は上に突の円弧面に形成されている。このように連設部分30,33を上に突の円弧面に形成しているのは、魚類が前記溝状凹部12に到達しその後該溝状凹部12を脱出する際に損傷されにくくするためである。   Then, as shown in FIG. 8A, an upper portion 27 of the inclined surface 25 on the downstream side is connected to an upper portion of an arc-shaped side surface 29 protruding upward on the downstream side of the partition wall main body 9, The continuous portion 30 is formed in an arc surface protruding upward. Further, the upper portion 31 of the upstream inclined surface 26 is connected to the upper portion of the upstream side surface 32 of the partition wall body 9 (in this embodiment, a right side surface 32a substantially perpendicular to the bottom surface 13; The connecting portion 33 is formed on the arc surface protruding upward, and the connecting portions 30 and 33 are formed on the protruding arc surface in this way because the fish reaches the groove-shaped recess 12. Then, when the groove-shaped recess 12 is escaped, it is difficult to be damaged.

前記上に突の円弧状の側面29は、本実施例においては、上に突の四分割円弧状の側面29aとして構成されている。該四分割円弧状の側面29aは、より詳しくは図8(A)、図17に示すように、前記隔壁本体9の前記底面13から1/4〜3/4の高さ部位37において、好ましくは略1/2の高さ部位において上下に分割された上側の側面部分35と下側の側面部分36とからなり、該下側の側面部分36は、四分割円弧状面に形成された上側の側面部分35の下端37に、該四分割円弧状面の延長として下方に一連に連続すると仮定した仮想の四分割円弧状面(一点鎖線で示す)35aよりも上流側に位置するように連設されている。なお、ここに略1/2高さ部位37の位置は、後述のように、魚類が遡上するための助走区間である前記下側の側面部分36付近の越流がより緩やかとなる限り、正確に1/2の高さ部位に特定されるものではなく、多少上下してもよい。   In the present embodiment, the arcuate side surface 29 protruding upward is configured as a quadrant arcuate side surface 29a protruding upward. More specifically, the quadrant arc-shaped side surface 29a is preferably formed at a height portion 37 of ¼ to ¾ from the bottom surface 13 of the partition wall body 9, as shown in FIGS. Is composed of an upper side surface portion 35 and a lower side surface portion 36 which are divided vertically at a substantially half height portion, and the lower side surface portion 36 is an upper side formed in a quadrant arc-shaped surface. Are connected to the lower end 37 of the side surface portion 35 so as to be positioned upstream of a virtual quadrant arcuate surface 35a (shown by a one-dot chain line) 35a that is assumed to be continuously extended downward as an extension of the quadrant arcuate surface. It is installed. As will be described later, the position of the approximately half-height portion 37 here is as long as the overflow in the vicinity of the lower side surface portion 36, which is a run-up section for fish going up, becomes more gradual. It is not exactly specified as a half height portion, and may be slightly up and down.

又、前記遡上越流部11の前記溝状凹部12の下流側部分の上端の、前記水平な底面13に対する高さL4は30〜90mmが好ましい。30mmよりも低いと、より小型の魚の遡上には向くが、前記直角側面32aによる流速を減ずる効果が少なくなって好ましくないと共に、魚道用隔壁1,1間の貯水部39(図3)における必要な水深を確保できなくなって好ましくない。又、90mmよりも高いと、小型魚にとっての遡上が困難となり易いために好ましくない。   In addition, the height L4 of the upper end of the downstream portion of the groove-like recess 12 of the upstream run-up section 11 with respect to the horizontal bottom surface 13 is preferably 30 to 90 mm. If it is lower than 30 mm, it is suitable for going up a smaller fish, but the effect of reducing the flow velocity by the right side surface 32a is not preferred, and it is not preferable. In the water reservoir 39 (FIG. 3) between the partition walls 1 and 1 for the fishway. Unnecessary water depth cannot be secured. On the other hand, if it is higher than 90 mm, it is not preferable because it is difficult for a small fish to go up.

なお本実施例においては、異常な増水を考慮して、前記遡上越流部11以外の部分にも前記溝状凹部12を連続させている(図4、図6)。   In the present embodiment, in consideration of abnormal water increase, the groove-like recess 12 is made continuous with the portion other than the upstream run-up portion 11 (FIGS. 4 and 6).

本実施例において、前記隔壁本体9の前記水路6の長さ方向の幅L1を60〜200mmに設定しているのは、60mmよりも小さいと、遡上越流部11で魚類を遡上させるに必要な前記上に突の円弧状の側面29や前記溝状凹部12を形成しにくくなって好ましくないからである。又200mmよりも大きいと、小型魚にとって遡上距離が長いものとなり、遡上率が悪くなるからである。   In the present embodiment, the width L1 of the partition wall 9 in the length direction of the water channel 6 is set to 60 to 200 mm. When the width L1 is smaller than 60 mm, the fish is caused to run upstream in the upstream and upstream section 11. This is because it becomes difficult to form the protruding arc-shaped side surface 29 and the groove-shaped concave portion 12 on the necessary portion. On the other hand, if it is larger than 200 mm, the run-up distance is long for small fish, and the run-up rate is deteriorated.

又、前記溝状凹部12を構成する下流側の傾斜面25と前記上流側の傾斜面26とのなす角度θ1を80〜120度に設定しているのは、80度よりも小さいと、該溝状凹部12で休息する魚類に無理な姿勢を強いることになると共に、後述のように魚類が尾鰭を振ってその反発力で溝状凹部を脱出せんとしても効果的な反発力を得にくくなるからである。一方、120度よりも大きい場合は、下流側の傾斜面25に対して尾鰭を振った際における脱出のための反発力が効果的に得られなくなると共に、溝状凹部12における水深が小さくなって該溝状凹部12が魚類の休息に適さなくなるからである。   Further, the angle θ1 formed by the downstream inclined surface 25 constituting the groove-shaped recess 12 and the upstream inclined surface 26 is set to 80 to 120 degrees when the angle θ1 is smaller than 80 degrees. The fish resting in the groove-shaped recess 12 is forced to take an unreasonable posture, and as described later, it is difficult to obtain an effective repulsive force even if the fish swings its tail and repels the groove-shaped recess. Because. On the other hand, when the angle is greater than 120 degrees, the repulsive force for escape when the tail is swung with respect to the inclined surface 25 on the downstream side cannot be effectively obtained, and the water depth in the groove-shaped recess 12 is reduced. This is because the groove-like recess 12 is not suitable for resting fish.

又、該下流側の傾斜面25の上端27と前記底部23との間の距離L3を5〜30mmに設定しているが、これは、前記魚道5が遊泳力の弱い小型魚を対象としてのものであることを考慮し、該小型魚の尾柄高が10mm〜20mmであることに合わせて設定したものである。この距離L3が5mmよりも小さいと、魚類が尾鰭を振っても、溝状凹部12を脱出できるだけの反発力を得にくいからである。一方30mmよりも大きいと、溝状凹部12が深くなり過ぎて魚類が該溝状凹部12を脱出しにくくなるからである。   In addition, the distance L3 between the upper end 27 of the inclined surface 25 on the downstream side and the bottom 23 is set to 5 to 30 mm. This is intended for small fish whose fishway 5 has a weak swimming ability. In consideration of the fact that the small fish is tailed, the tail height of the small fish is set to 10 mm to 20 mm. This is because when the distance L3 is smaller than 5 mm, it is difficult to obtain a repulsive force enough to escape the groove-like recess 12 even if the fish swings its tail. On the other hand, if it is larger than 30 mm, the groove-like recess 12 becomes too deep and it becomes difficult for fish to escape from the groove-like recess 12.

かかる構成を有する魚道用隔壁1の主要部の寸法を例示すれば、前記隔壁本体9は、その両端部14,15間の長さL5(図7)が280mmで、前記水路6の長さ方向の幅L1(図8(A))が120mmに設定される。又、前記水平な遡上越流部11は、その長さL2(図7)が15mmで、前記溝状凹部12の下流側部分の上端の、前記水平な底面13に対する高さL4(図7)は56mmに設定される。そして、前記傾斜部21の水平面に対する傾斜角度は約30度に設定される。   If the dimension of the principal part of the partition 1 for fishway which has such a structure is illustrated, the length L5 (FIG. 7) between the both ends 14 and 15 of the said partition main body 9 is 280 mm, and the length direction of the said waterway 6 Width L1 (FIG. 8A) is set to 120 mm. The horizontal upstream portion 11 has a length L2 (FIG. 7) of 15 mm, and a height L4 (FIG. 7) of the upper end of the downstream portion of the groove-shaped recess 12 with respect to the horizontal bottom surface 13. Is set to 56 mm. The inclination angle of the inclined portion 21 with respect to the horizontal plane is set to about 30 degrees.

又、前記下に突の円弧状部21aの曲率半径R1(図7)は177mmに設定されると共に、上に突の円弧状部21bの曲率半径R2は200mmに設定される。又、該下に突の円弧状部21aの上端24の高さL6(図7)は100mmに設定されると共に、前記上部10の一端40から該下に突の円弧状部21aの上端24までの距離L7(図7)は例えば115mmに設定される。又前記溝状凹部12の底部23は、図8(A)に示すように、前記隔壁本体9の幅方向の中央部位に位置している。   Further, the radius of curvature R1 (FIG. 7) of the arcuate portion 21a projecting downward is set to 177 mm, and the radius of curvature R2 of the arcuate portion 21b projecting upward is set to 200 mm. The height L6 (FIG. 7) of the upper end 24 of the projecting arcuate portion 21a is set to 100 mm, and from one end 40 of the upper portion 10 to the upper end 24 of the projecting arcuate portion 21a. The distance L7 (FIG. 7) is set to 115 mm, for example. Further, the bottom 23 of the groove-shaped recess 12 is located at the central portion in the width direction of the partition wall main body 9 as shown in FIG.

そして、前記下流側の傾斜面25と前記上流側の傾斜面26は、90度の角度をなすように前記底部23で連なる如く構成され、前記下流側の傾斜面25の前記水平な底面13に対する傾斜角度θ2(図8(A))は73度に設定されると共に、前記上流側の傾斜面26の前記水平な底面13に対する傾斜角度θ3(図8(A))は17度に設定される。又、前記下流側の傾斜面25の上端27と前記底部23との間の距離L3(図8(B))が12mmに設定されると共に、前記上流側の傾斜面26の上端31と前記底部23との間の距離L8(図8(B))が40mmに設定され、該魚道用隔壁1の前記底面13を水平にした状態で、上流側の傾斜面26の上部31が下流側の傾斜面25の上部27よりも若干高位置にあり、該高さの差は例えば4.5mm程度に設定される。   The downstream inclined surface 25 and the upstream inclined surface 26 are configured to be continuous at the bottom 23 so as to form an angle of 90 degrees, and the downstream inclined surface 25 with respect to the horizontal bottom surface 13. The inclination angle θ2 (FIG. 8A) is set to 73 degrees, and the inclination angle θ3 (FIG. 8A) of the upstream inclined face 26 with respect to the horizontal bottom face 13 is set to 17 degrees. . A distance L3 (FIG. 8B) between the upper end 27 of the downstream inclined surface 25 and the bottom 23 is set to 12 mm, and the upper end 31 and the bottom of the upstream inclined surface 26 are set. 23 is set to 40 mm, and the upper surface 31 of the upstream inclined surface 26 is inclined to the downstream side while the bottom surface 13 of the fishway partition wall 1 is horizontal. The height is slightly higher than the upper portion 27 of the surface 25, and the height difference is set to, for example, about 4.5 mm.

又図4〜5、図9に示すように、前記隔壁本体9の下流側の側面41であって、且つ前記遡上越流部11よりも、隔壁本体9の前記他方の端部14側に位置する部分(本実施例においては、該下流側の側面41の、該他方の端部14側の略半分の部分)43に、遡上魚類の衝突を防止する衝突防止空洞部45が設けられている。該衝突防止空洞部45は、隔壁本体9の前記部分43は開口させるが上流側の側面46は開口させることなく設けられており、且つ、前記隔壁本体9の前記他方の端部14と底面13で開放状態となるように設けられている。そして、該衝突防止空洞部45の開口部47の、前記一方の端部側の側縁49は略垂直状態を呈しており、円弧縁50を介して略水平な上縁51が連なっている。そして該水平な上縁51の高さL9は、図7に示すように、前記遡上越流部11の最上端高さ、即ち、前記水平な遡上越流部11の高さよりも高く設定されている。例えば、前記水平な底面13に対する高さが110mmに設定されている。そして該衝突防止空洞部45の水路幅方向の長さL10(図7)は140mmで、水路長さ方向の幅L11は90mmに設定されている。本実施例においては、該衝突防止空洞部45の前記開口部47の縁部分52(図9)を、図10に示すように、奧側が拡大するように傾斜縁として形成している。   Also, as shown in FIGS. 4 to 5 and FIG. 9, the side surface 41 is located on the downstream side of the partition wall body 9 and is located closer to the other end 14 side of the partition wall body 9 than the upstream run-up portion 11. In the present embodiment, a collision prevention cavity 45 for preventing the collision of the upstream fish is provided in a portion 43 (in the present embodiment, a substantially half of the downstream side surface 41 on the other end 14 side) 43. Yes. The anti-collision cavity 45 is provided so that the portion 43 of the partition wall body 9 is opened but the upstream side surface 46 is not opened, and the other end 14 and the bottom surface 13 of the partition wall body 9 are opened. It is provided to be in an open state. The side edge 49 on the one end side of the opening 47 of the collision prevention cavity 45 is in a substantially vertical state, and a substantially horizontal upper edge 51 is connected via an arc edge 50. As shown in FIG. 7, the height L9 of the horizontal upper edge 51 is set to be higher than the height of the uppermost end of the upstream upstream section 11, that is, the height of the horizontal upstream upstream section 11. Yes. For example, the height with respect to the horizontal bottom surface 13 is set to 110 mm. The length L10 (FIG. 7) in the water channel width direction of the collision prevention cavity 45 is 140 mm, and the width L11 in the water channel length direction is set to 90 mm. In the present embodiment, as shown in FIG. 10, the edge portion 52 (FIG. 9) of the opening 47 of the collision preventing cavity 45 is formed as an inclined edge so that the heel side is enlarged.

本実施例においては、図5、図7に示すように、前記衝突防止空洞部45に、前記一方の端部15側に向けて延長する内部空洞部53が、前記隔壁本体9の内部で連設され、該内部空洞部53の先端は、前記一方の端部15に近接状態とされている。   In this embodiment, as shown in FIGS. 5 and 7, an internal cavity 53 extending toward the one end 15 is connected to the collision prevention cavity 45 inside the partition wall body 9. The tip of the internal cavity 53 is in a close proximity to the one end 15.

図1は、前記構成を有するブロックとしての第1の魚道用隔壁1aと第2の魚道用隔壁1bを、前記魚道用の水路6に所要間隔で交互に配設して構成された魚道5を示すものであり、該魚道用隔壁1a,1bは、該魚道5が小型魚を対象とするものであるためにその体長を考慮して150mm程度の間隔L13(図3)で配設している。そして該水路6の水路底面7は、本実施例においては11度程度の勾配を有しており、前記魚道用隔壁1は、図2〜3に示すように、その底面13が該水路底面7に当接され且つその両端部14,15が該水路6の水路側面16,16に当接した状態で、モルタル等を介して該水路6に固定状態とされている。このようにして魚道用隔壁1を水路6に固定状態にして構成される魚道5は、図2に示すように、上下隣り合う魚道用隔壁1A,1Bに関し、下流側に位置する魚道用隔壁1Aの前記遡上越流部11に、上流側に位置する魚道用隔壁1Bの前記衝突防止空洞部45が対向状態となる魚道構造55を有している。従って前記魚道用の水路6には、前記その他の部分19よりも低く形成された前記遡上越流部11が千鳥状に配設される。   FIG. 1 shows a fishway 5 constructed by alternately arranging a first fishway partition wall 1a and a second fishway partition wall 1b as blocks having the above-described configuration in the fishway waterway 6 at a required interval. The fishway partition walls 1a and 1b are arranged at an interval L13 (FIG. 3) of about 150 mm in consideration of the body length because the fishway 5 is intended for small fish. . The water channel bottom surface 7 of the water channel 6 has a gradient of about 11 degrees in the present embodiment, and the fishway partition wall 1 has a bottom surface 13 as shown in FIGS. The both ends 14 and 15 are in contact with the water channel side surfaces 16 and 16 of the water channel 6 and are fixed to the water channel 6 through mortar or the like. In this way, the fishway 5 configured with the fishway partition wall 1 fixed to the water channel 6 is, as shown in FIG. 2, the fishway partition wall 1A located on the downstream side with respect to the vertically adjacent fishway partition walls 1A and 1B. The upstream run-up section 11 has a fishway structure 55 in which the collision prevention cavity 45 of the fishway partition wall 1B located on the upstream side is opposed. Accordingly, in the waterway 6 for the fishway, the upstream run-up portion 11 formed lower than the other portion 19 is arranged in a staggered manner.

そして前記魚道用隔壁1a,1bは、前記のように衝突防止空洞部45と内部空洞部53を有するため、該魚道用隔壁1が前記水路底面7に固定状態とされることにより、下流側が開口した衝突防止空洞部45に、周方向に閉じた内部空洞部53が連設されてなるL字状空洞部56(図2、図4)が形成される。   Since the fishway partition walls 1a and 1b have the collision preventing cavity 45 and the inner cavity 53 as described above, the fishway partition wall 1 is fixed to the water channel bottom surface 7 so that the downstream side is opened. An L-shaped cavity portion 56 (FIGS. 2 and 4) is formed by connecting the inner cavity portion 53 closed in the circumferential direction to the collision prevention cavity portion 45 thus formed.

図3、図13は、このように水路底面7に固定状態とされた魚道用隔壁1の断面を示すものであり、水路下流側に11度程度傾いており、この状態で、図13に示すように、前記溝状凹部12を形成する前記下流側の傾斜面25の水平面に対する傾斜角度θ4は62度となり、該下流側の傾斜面25の上部27に、前記四分割円弧状の側面29aの上部が連設されている。又、前記上流側の傾斜面26の水平面に対する傾斜角度θ5は28度であり、該上流側の傾斜面26の上部31が、前記直角側面32aの上部に連設されている。そしてこの状態で、前記上流側の傾斜面26の上部31が前記下流側の傾斜面25の上部27より高く形成され、該高さの差は16mm程度となる。   3 and 13 show a section of the fishway partition wall 1 fixed to the channel bottom 7 as described above, and are inclined about 11 degrees toward the downstream side of the channel. In this state, as shown in FIG. As described above, the inclination angle θ4 of the downstream inclined surface 25 forming the groove-like recess 12 with respect to the horizontal plane is 62 degrees, and the upper portion 27 of the downstream inclined surface 25 has the quadrant arc-shaped side surface 29a. The upper part is connected. Further, the inclination angle θ5 of the upstream inclined surface 26 with respect to the horizontal plane is 28 degrees, and the upper portion 31 of the upstream inclined surface 26 is connected to the upper portion of the right side surface 32a. In this state, the upper portion 31 of the upstream inclined surface 26 is formed higher than the upper portion 27 of the downstream inclined surface 25, and the difference in height is about 16 mm.

然して、かかる構成の魚道5によるときは、前記水路6を流下する水路水は、図14〜15に矢印で示すように、前記直角側面32aに当たって流速が弱められ該直角側面32aに案内されつつ一方の水路側面16a側から他方の水路側面16b側に斜めに流れ、その後、前記遡上越流部11を下流側に越流する。水路水は、これを順次繰り返して水の勢いが減じられながら前記魚道5を蛇行状態で流下するのであり、水路6の長さ方向で隣り合う魚道用隔壁1,1間には、遊泳力の弱い小型魚に適する比較的流れの遅い貯水部39が形成されることになる。そして該貯水部39の水は、図3に示すように、前記衝突防止空洞部45及び前記内部空洞部53内に入り込んだ状態となる。   However, when the fishway 5 having such a configuration is used, the channel water flowing down the water channel 6 hits the right side surface 32a while being guided by the right side surface 32a while being impinged on the right side surface 32a, as shown by arrows in FIGS. It flows diagonally from the water channel side surface 16a side to the other water channel side surface 16b side, and then overflows the upstream run-up section 11 downstream. The aqueduct water sequentially repeats this, and flows down the fishway 5 in a meandering state while reducing the momentum of the water. Between the fishway partition walls 1, 1 adjacent in the length direction of the waterway 6, there is a swimming ability. A water reservoir 39 having a relatively slow flow suitable for a weak small fish is formed. And the water of this water storage part 39 will be in the state which entered into the said collision prevention cavity 45 and the said internal cavity 53, as shown in FIG.

該魚道5における水路水の流量は、通常の場合、図3に示すように、前記水平な遡上越流部11において20mm程度の水深が得られるように設定される。このように水深を設定したときは、前記傾斜部21の傾斜角度の関係から、図16に示すように、前記隔壁本体9の上部10の、前記一方の水路側面16aから80mm程度隔たった部位59が越流水に触れた状態となる。そして、水路6の長さ方向で隣り合う魚道用隔壁1,1間には前記貯水部39が形成される。   Normally, the flow rate of the channel water in the fishway 5 is set so that a water depth of about 20 mm is obtained in the horizontal upstream section 11 as shown in FIG. When the water depth is set in this way, from the relationship of the inclination angle of the inclined portion 21, as shown in FIG. 16, a portion 59 of the upper part 10 of the partition wall body 9 separated from the one water channel side surface 16a by about 80 mm. Will be in contact with overflow water. The water reservoir 39 is formed between the fishway partition walls 1 and 1 adjacent in the length direction of the water channel 6.

前記水平な遡上越流部11における越流状態をより詳しく説明すれば、図3に示すように、20mm程度の水深で、該遡上越流部11の上流側60から下流側61に向けて水路水が流下する。本実施例においては、図17に示すように、前記上流側の傾斜面26の上部31が前記下流側の傾斜面25の上部27よりも稍高いために、該上流側の傾斜面の上端26を越流した流れが下流側の傾斜面25に衝突しにくくなり、従って、該下流側の傾斜面25上での流れの乱れ状態を極力防止でき、それだけ魚類の遡上を円滑化し得ることとなる。そして前記水平な遡上越流部11の溝状凹部12に流入した水は、該溝状凹部12が水平であるために、図14、図17に示すように、前記下流側の傾斜面25の水平な線状の上部27で分散され、水深が略均一な、穏やかな流れ状態で越流することとなる。その結果、前記上に突の円弧状の側面29においては該円弧状の側面29に沿う穏やかな流れ状態が形成される。これにより、魚類は、該円弧状の側面29に沿って容易に遡上して前記溝状凹部12に到達できる。   The overflow state in the horizontal upstream section 11 will be described in more detail. As shown in FIG. 3, the water channel has a water depth of about 20 mm from the upstream side 60 to the downstream side 61 of the upstream section. Water flows down. In the present embodiment, as shown in FIG. 17, the upper portion 31 of the upstream inclined surface 26 is higher than the upper portion 27 of the downstream inclined surface 25, and therefore, the upper end 26 of the upstream inclined surface 26. The flow that has crossed the surface is less likely to collide with the inclined surface 25 on the downstream side. Therefore, the turbulent state of the flow on the inclined surface 25 on the downstream side can be prevented as much as possible, and the fish can be moved up smoothly. Become. And the water which flowed into the groove-shaped recessed part 12 of the said horizontal upstream overflow part 11 is shown in FIG. 14, FIG. 17, since this groove-shaped recessed part 12 is horizontal, As shown in FIG. 14, FIG. Dispersed by the horizontal linear upper portion 27, the water will flow over in a gentle flow state with a substantially uniform water depth. As a result, a gentle flow state along the arc-shaped side surface 29 is formed on the arc-shaped side surface 29 protruding upward. Thereby, the fish can easily go up along the arc-shaped side surface 29 and reach the groove-shaped recess 12.

特に本実施例においては、図17に拡大して示すように、上に突の円弧状の側面29を上に突の四分割円弧状の側面29aとして構成している。より詳しくは前記のように、前記下側の側面部分36が、四分割円弧状面に形成された前記上側の側面部分35の下端37に、該四分割円弧状面の延長として下方に一連に連続すると仮定した仮想の四分割円弧状面(一点鎖線で示す)35aよりも上流側に位置するように屈曲状態に連設されている。従って、四分割円弧状面を呈する上側の側面部分35を流下する水は図3、図17に矢印F1で示すように、該上側の側面部分35の下端側の部位でその略接線方向に流れやすいことに伴い、前記下側の側面部分36における下方向への流速を比較的小さく抑制できることとなる。これにより、魚類が遡上するための助走区間である前記下側の側面部分36付近の越流がより穏やかとなる。かかることから魚類は、図3、図17に矢印F2で示すように、前記下側の側面部分36をより容易に遡上して前記溝状凹部12に到達できる。   In particular, in the present embodiment, as shown in an enlarged view in FIG. 17, the arcuate side surface 29 protruding upward is configured as a quadrant arcuate side surface 29a protruding upward. More specifically, as described above, the lower side surface portion 36 is continuously formed downwardly as an extension of the quadrant arc-shaped surface at the lower end 37 of the upper side surface portion 35 formed in the quadrant arc-shaped surface. It is continuously provided in a bent state so as to be positioned upstream of a virtual quadrant arcuate surface (indicated by a one-dot chain line) 35a assumed to be continuous. Therefore, the water flowing down the upper side surface portion 35 having a quadrant arcuate surface flows in a substantially tangential direction at a lower end side portion of the upper side surface portion 35 as shown by an arrow F1 in FIGS. Along with this, the downward flow velocity in the lower side surface portion 36 can be suppressed to be relatively small. As a result, the overflow in the vicinity of the lower side surface portion 36, which is a run-up section for fish going up, becomes more gentle. Therefore, the fish can easily go up the lower side surface portion 36 and reach the groove-shaped recess 12 as indicated by an arrow F2 in FIGS.

図18は、魚類62が前記溝状凹部12に達した状態を示すものである。該溝状凹部12に達した魚類62は、その魚体が前記上流側の傾斜面26に自然な姿勢で支持される。そしてこの状態で、尾鰭63を前記下流側の傾斜面25に無理のない状態で接触させることができる。   FIG. 18 shows a state where the fish 62 has reached the groove-like recess 12. The fish 62 that has reached the groove-like recess 12 is supported on the upstream inclined surface 26 in a natural posture. In this state, the tail fin 63 can be brought into contact with the inclined surface 25 on the downstream side without difficulty.

従って該溝状凹部12に達した魚類は、一時的に該溝状凹部12で体を休めた後に或いは該溝状凹部12に達した直後に、前記下流側の傾斜面25に対して尾鰭63を振り、該尾鰭65乃至尾柄65で該傾斜面25を蹴った際の反発力により、前記上流側の傾斜面26に沿って斜め上方に移動でき、これによって前記溝状凹部12を脱出し、該魚道用隔壁1の上流側に存する前記貯水部39に進入できる。   Therefore, the fish that has reached the groove-like recess 12 has a tail fin 63 with respect to the inclined surface 25 on the downstream side after having temporarily rested in the groove-like recess 12 or immediately after reaching the groove-like recess 12. Can be moved obliquely upward along the upstream inclined surface 26 by the repulsive force when the inclined surface 25 is kicked by the tail fin 65 or the tail handle 65, thereby escaping the groove-shaped recess 12 The water reservoir 39 existing on the upstream side of the fishway partition wall 1 can be entered.

魚類がこのように溝状凹部12を脱出する際、脱出の勢いが強い場合は、図3に矢印で示すように、上流側に配設されている魚道用隔壁1の前記衝突防止空洞部45内に入り込むことができる。このような衝突防止空洞部45が設けられていないとすれば、溝状凹部12を脱出する際の勢いが強いと、該溝状凹部12を脱出した魚類62が上流側に存する魚道用隔壁1の下流側の側面41に衝突して損傷される場合が生ずるが、本実施例におけるように衝突防止空洞部45を設けることにより、魚類が該衝突防止空洞部45内に入り込めるので、かかる衝突を回避でき、遡上魚類の損傷防止を図ることができるのである。そして該衝突防止空洞部45は、隔壁本体9の上流側の側面46を開口することなく設けられているため、上流側から衝突防止空洞部45内に噴出する水流がなく、従って、遡上魚を衝突防止空洞部45内に円滑に入り込ませることができるのである。   When the fish escapes from the groove-like recess 12 in this way, if the momentum of escape is strong, as shown by the arrow in FIG. 3, the collision prevention cavity 45 of the fishway partition wall 1 disposed on the upstream side. You can get inside. If such a collision prevention cavity 45 is not provided, the fishway partition wall 1 in which the fish 62 that escapes from the groove-like recess 12 exists on the upstream side when the moment of escape from the groove-like recess 12 is strong. However, by providing the collision prevention cavity 45 as in the present embodiment, fish can enter the collision prevention cavity 45 as in the present embodiment. This can be avoided and prevent damage to the fish that run up. Since the collision prevention cavity 45 is provided without opening the upstream side surface 46 of the partition wall main body 9, there is no water flow jetted into the collision prevention cavity 45 from the upstream side. Can smoothly enter into the collision preventing cavity 45.

加えて、該衝突防止空洞部45は、鳥類等からの隠れ場としても機能する。特に本実施例においては該衝突防止空洞部45に前記内部空洞部53が連設されているため、遡上魚類がサギ等の嘴の長い鳥に狙われたとき、該衝突防止空洞部45に入り込んだ魚類は、内部空洞部53(図14)の奥に逃げ込んで危険回避できる。このように内部空洞部53は、サギ等の鳥類の食害対策としても有効であるが、加えて、水生昆虫の生息場ともなり得るために、遡上魚類の餌場にもなり得る。   In addition, the collision prevention cavity 45 also functions as a hiding place from birds and the like. In particular, in the present embodiment, the internal cavity portion 53 is connected to the collision prevention cavity portion 45, so that when the upstream fish is aimed at a long-legged bird such as a heron, the collision prevention cavity portion 45 The fish that have entered can escape to the back of the internal cavity 53 (FIG. 14) to avoid danger. As described above, the internal cavity 53 is effective as a countermeasure against feeding damage of birds such as herons, but in addition, it can also serve as a habitat for aquatic insects, and therefore can serve as a feeding ground for fish that run upstream.

遡上魚類は、全ての魚道用隔壁1についてかかる遡上動作を繰り返すことにより、図1に矢印で示すように、前記排水路2から前記水田や休耕田等としての貯水池3に遡上できる。   Ascending fish can go up from the drainage channel 2 to the reservoir 3 as the paddy field, the fallow rice field, etc., as shown by the arrow in FIG.

本発明においては、衝突防止空洞部45を、前記隔壁本体9の前記下流側の側面41であって、且つ、前記遡上越流部11よりも他方の端部14側に位置する部分に設けているが、もしも該衝突防止空洞部45を、遡上越流部11側に延長するように設けたり、前記内部空洞部53を前記隔壁本体9の前記下流側の側面41で開放させたりした場合は、魚類が遡上越流部11を遡上する際、遡上魚類が該衝突防止空洞部45の上縁部分や内部空洞部53の上縁部分に引っ掛かって遡上の障害になる不具合が生ずることとなる。又、遡上越流部11で越流した水流が該衝突防止空洞部45の上縁部分や該内部空洞部53の上縁部分を越流する際に乱れるため、魚類の遡上を妨げる不具合がある。   In the present invention, the collision prevention hollow portion 45 is provided on the downstream side surface 41 of the partition wall main body 9 and on the other end portion 14 side of the upstream run-up portion 11. However, if the anti-collision cavity 45 is provided so as to extend toward the upstream run-up section 11, or the internal cavity 53 is opened on the side surface 41 on the downstream side of the partition wall body 9, When the fish runs up the upstream part 11, the upstream fish is caught by the upper edge part of the collision prevention cavity 45 and the upper edge part of the internal cavity part 53, resulting in a trouble that causes upstream trouble. It becomes. In addition, since the water flow that overflows in the upstream run-up section 11 is disturbed when it flows over the upper edge portion of the collision prevention cavity 45 or the upper edge portion of the internal cavity 53, there is a problem that prevents the fish from going up. is there.

なお図19は、前記魚道5を流れる水路水の流量が稍多くなった場合を示すものであり、遡上越流部11を越流する越流水の水深が大きくなって、前記上部10のより上側部位66で越流水が接触している。このように越流水の水深が大きくなることは、前記水平な遡上越流部11における水深が予定水深よりも大きくなることを意味する。該予定水深の水面67を図19に一点鎖線で示している。その結果、魚類によっては、水深の大きい該水平な遡上越流部11を避けて、それよりも上側の浅い部分を選んで遡上することもある。   FIG. 19 shows a case where the flow rate of the channel water flowing through the fishway 5 is very large. The depth of the overflow water overflowing the upstream run-up section 11 is increased, and the upper side of the upper portion 10 is increased. Overflow water is in contact at site 66. The increase of the overflow water depth in this way means that the water depth in the horizontal upstream run-up section 11 becomes larger than the planned water depth. The water surface 67 at the planned water depth is shown by a one-dot chain line in FIG. As a result, depending on the fish, the horizontal upstream run-up section 11 having a large water depth may be avoided, and the shallow part above it may be selected and run up.

より詳しく説明すれば、本実施例においては、前記水平な遡上越流部11に、他端側に向けて徐々に高くなる傾斜部21が連設されているため、水路6を流下する水量が多くなって水路水の水深が上昇した場合は、該傾斜部21の傾斜角度に応じて該傾斜部21部分における水深が変化することになる。従って、このように水路水の水深が変動した場合は、魚類は、前記水平な遡上越流部11における水深の大なる部分を避けて、傾斜部21における適当水深部分を選んで遡上する場合も生ずる。特に本実施例においては、前記のように、該傾斜部21の前記遡上越流部11寄りの部分が下に突の円弧状を呈しているため、水際部分69の水深を、前記傾斜部21が直線状を呈する場合に比してより深く形成できる。かかることから、水深の浅い水際部分69を選んで遡上せんとする魚類がいても、該魚類を、それ程無理のない状態で遡上させることが可能となるのである。又、前記傾斜部21の前記遡上越流部11寄りの部分をこのように下に突の円弧状に形成することにより、該傾斜部における水深変化を緩和させ、前記水平な遡上越流部11における越流状態を整え易い。   More specifically, in the present embodiment, the horizontal upstream part 11 is provided with an inclined part 21 that gradually increases toward the other end, so that the amount of water flowing down the water channel 6 is small. When the water depth of the channel water increases and the water depth increases, the water depth in the inclined portion 21 changes according to the inclination angle of the inclined portion 21. Therefore, when the water depth of the channel water fluctuates in this way, the fish can go up by selecting an appropriate water depth portion in the inclined portion 21 while avoiding a large water depth portion in the horizontal upstream run-up portion 11. Also occurs. In particular, in this embodiment, as described above, the portion of the inclined portion 21 near the upstream portion 11 has a downwardly protruding arc shape, so that the water depth of the shore portion 69 is set to the inclined portion 21. Can be formed deeper as compared with the case of a straight line. For this reason, even if there is a fish that goes up and down by selecting the shallow water portion 69, it is possible to make the fish run up without much difficulty. In addition, by forming the portion of the inclined portion 21 near the upstream upstream portion 11 in this manner in the shape of a protruding arc, the change in the water depth in the inclined portion is reduced, and the horizontal upstream upstream portion 11 is relieved. It is easy to arrange the overflow condition.

なお、前記実施例においては前記魚道用隔壁1を前記水路6と独立したブロックとして構成しているが、魚道用隔壁1を前記水路6と一体に構成してもよい。   In the embodiment, the fishway partition wall 1 is configured as a block independent of the water channel 6, but the fishway partition wall 1 may be configured integrally with the water channel 6.

図20〜21、図22は、開放端70,70相互が接合されることによって所定長さの魚道を構成する魚道用ブロック71を示すものであり、水路部材72に別体の魚道用隔壁1を固定状態に設けてなる。図20〜21に示す魚道用ブロック71aと図22に示す魚道用ブロック71bは、衝突防止空洞部45を隔壁本体9の両端部14,15の何れ側に設けるかの点で異なり、その他の構成は同様である。   20 to 21 and FIG. 22 show a fishway block 71 that constitutes a fishway having a predetermined length by joining the open ends 70, 70, and a separate fishway partition wall 1 is provided on the waterway member 72. Is provided in a fixed state. A fishway block 71a shown in FIGS. 20 to 21 and a fishway block 71b shown in FIG. 22 differ in that the collision preventing cavity 45 is provided on either side of the both ends 14 and 15 of the bulkhead body 9, and other configurations. Is the same.

該水路部材72は魚道用の水路6を有するU字溝状に形成されており、その両端部73,73の内周縁部分に、図23に示すように帯状の止水材75を介在させる欠切溝状凹部76がU字状に形成されている。そして前記魚道用隔壁1は、該水路部材72の長さ方向の例えば中央部位において、前記水路6を横断するように水路底面7に設けられており、該魚道用隔壁1と前記水路部材72の両端部73,73間の距離L12,L13は、本実施例においては夫々75mm程度に設定されている。   The water channel member 72 is formed in a U-shaped groove shape having a water channel 6 for a fishway, and a strip-shaped water stop material 75 is interposed between the inner peripheral edge portions of both end portions 73 and 73 as shown in FIG. A kerf-shaped recess 76 is formed in a U-shape. The fishway partition wall 1 is provided on the bottom surface 7 of the waterway so as to cross the waterway 6 at, for example, a central portion in the length direction of the waterway member 72, and the fishway partition wall 1 and the waterway member 72 In the present embodiment, the distances L12 and L13 between the both end portions 73 and 73 are set to about 75 mm, respectively.

該魚道用隔壁1は、図4〜6に示した同様の構成を有しており、隔壁本体9の上部10が、その一方の端部側17がその他の部分19よりも低く形成され、該一方の端部側17に、前記と同様構成の水平な遡上越流部11が形成されると共に、該遡上越流部11には、前記上部10の他端側20に向けて徐々に高くなる傾斜部21が連設されている。そして、該遡上越流部11には図21に示すように、下流側の傾斜面25と上流側の傾斜面26が底部23で連なった前記と同様構成の溝状凹部12が形成されると共に、該下流側の傾斜面25の上部27は、前記隔壁本体9の下流側の、上に突の円弧状の側面(本実施例においては上に突の四分割円弧状の側面29a)29の上部に連設されると共に、上流側の傾斜面26の上部31は、前記隔壁本体9の上流側の側面(本実施例においては前記水路底面7と略直角を呈する直角側面32a)32の上部に連設されている。又、前記隔壁本体9の前記下流側の側面41には、前記と同様構成の、衝突防止用空洞部45と内部空洞部53とからなる前記と同様のL字状空洞部56が設けられている。   The fishway partition wall 1 has the same configuration as shown in FIGS. 4 to 6, and the upper part 10 of the partition wall body 9 is formed such that one end side 17 thereof is lower than the other part 19. A horizontal upstream part 11 having the same configuration as that described above is formed on one end side 17, and the upstream part 11 gradually increases toward the other end side 20 of the upper part 10. An inclined portion 21 is provided continuously. Then, as shown in FIG. 21, a groove-like recess 12 having the same configuration as described above is formed in the upstream section 11 as shown in FIG. An upper portion 27 of the inclined surface 25 on the downstream side is formed on an arc-shaped side surface protruding upward on the downstream side of the partition wall body 9 (in this embodiment, a side surface 29a having a quadruple arc shape protruding upward) 29. The upper part 31 of the upstream inclined surface 26 is connected to the upper part, and the upper part 31 of the upstream side of the partition wall body 9 (in the present embodiment, a right side surface 32 a that is substantially perpendicular to the water channel bottom surface 7) 32. It is connected to. Further, the downstream side surface 41 of the partition wall body 9 is provided with an L-shaped cavity portion 56 similar to the above, which is composed of the collision prevention cavity portion 45 and the internal cavity portion 53, having the same configuration as described above. Yes.

該魚道用隔壁1は、前記隔壁本体9の底面13が前記水路底面7に当接状態とされると共にその両端部14,15が前記水路側面16,16に当接した状態で、モルタル等を介して前記水路部材72に固定状態とされている。   The fishway partition wall 1 is configured such that the bottom surface 13 of the partition wall body 9 is in contact with the water channel bottom surface 7 and the both end portions 14 and 15 thereof are in contact with the water channel side surfaces 16 and 16 and mortar or the like. Thus, the water channel member 72 is fixed.

かかる構成を有する魚道用ブロック71a,71bを用いて魚道5を構築するに際しては、例えば図23に示すように、該魚道用ブロック71a,71bを、所要勾配の基礎部74に、前記水平な遡上越流部11が千鳥配置となるように交互に敷設するのであるが、その際、水路部材72,72の開放端70,70相互を前記帯状の止水材75を介在させて接合し一体化する。この接合一体化は、隣り合う前記切欠溝状凹部76,76の合致によって形成された収容溝79に前記止水材75を介在させると共に、水路部材72,72相互を、その両外側面80,80において連結片81で固定することにより行う。所要個数の水路部材72をこのようにして直線状に連結することによって、魚道用隔壁1a,1bが150mm程度の間隔を置いて前記水路6に並設されてなる所要長さの前記魚道5が構築され、前記と同様の魚道構造が設けられる。そして、該魚道5は前記と同様に機能し得る。かかる構成の魚道5の複数列、例えば2列を隣り合わせて複数列魚道を構成することもある。   When constructing the fishway 5 using the fishway blocks 71a and 71b having such a configuration, as shown in FIG. 23, for example, the fishway blocks 71a and 71b are placed on the base portion 74 of the required gradient on the horizontal retrograde. The upper overflow section 11 is alternately laid so as to be in a staggered arrangement. At that time, the open ends 70 and 70 of the water channel members 72 and 72 are joined together with the band-shaped water stop material 75 interposed therebetween. To do. In this joint integration, the water stop material 75 is interposed in the accommodation groove 79 formed by the matching of the adjacent notched groove-like recesses 76, 76, and the water channel members 72, 72 are mutually connected to the outer side surfaces 80, This is done by fixing the connecting piece 81 at 80. By connecting the required number of waterway members 72 in a straight line in this way, the fishway 5 having a required length formed by the fishway partition walls 1a, 1b being juxtaposed with the waterway 6 with an interval of about 150 mm is formed. Constructed and provided with a fishway structure similar to that described above. The fishway 5 can function in the same manner as described above. A plurality of rows of fishways 5 having such a configuration, for example, two rows may be adjacent to each other to form a plurality of rows of fishways.

図24は、1個の水路部材72に、その水路6の長さ方向に複数個、例えば2個の魚道用隔壁1,1を所要間隔で、例えば150mm程度の間隔で固定状態に設けてなる魚道用ブロック71を示すものである。該魚道用ブロック71においては、一方の魚道用隔壁1の前記水平な遡上越流部11に、他方の魚道用隔壁1の前記衝突防止空洞部45が対向状態とされている。   In FIG. 24, a plurality of, for example, two fishway partition walls 1, 1 are provided in a fixed state at a required interval, for example, about 150 mm, in one water channel member 72 in the length direction of the water channel 6. A fishway block 71 is shown. In the fishway block 71, the collision prevention cavity 45 of the other fishway partition wall 1 is opposed to the horizontal run-up section 11 of one fishway partition wall 1.

前記魚道用ブロック71,71においては、魚道用隔壁1が水路部材72と別体に構成された場合について説明したが、該魚道用隔壁1と水路部材72とが一体に構成されることもある。この場合、全体を樹脂で一体に形成することもある。   In the fishway blocks 71, 71, the case where the fishway partition 1 is configured separately from the waterway member 72 has been described, but the fishway partition 1 and the waterway member 72 may be configured integrally. . In this case, the whole may be integrally formed with resin.

前記魚道用ブロック71を構成する水路部材72は、魚道用の水路6を具える各種形態のものとして構成できる。又、魚道用ブロック71,71の水路部材72,72の端部相互の接合一体化は、該水路部材72,72の端部分相互を重ね合わせる等によって行ってもよい。   The waterway member 72 constituting the fishway block 71 can be configured in various forms including the fishway waterway 6. Further, the joining and integration of the ends of the waterway members 72 and 72 of the fishway blocks 71 and 71 may be performed by overlapping the end portions of the waterway members 72 and 72.

本発明は、前記実施例で示したものに限定されるものでは決してなく、「特許請求の範囲」の記載内で種々の設計変更が可能であることはいうまでもない。その一例を挙げれば次のようである。   The present invention is by no means limited to those shown in the above-described embodiments, and it goes without saying that various design changes can be made within the scope of the claims. One example is as follows.

(1) 図25〜26は魚道用隔壁1の他の実施例を示すものであり、図25に示す魚道用隔壁1は、隔壁本体9の上部10が一方の端部15から他端側20に向けて徐々に高くなる傾斜部(その傾斜角度は例えば、水平面に対して32度程度)21が連設されると共に該上部10の他端側20は水平上部22に形成されている。そして該傾斜部21の下端側の部分が、傾斜した遡上越流部11とされ、該傾斜した遡上越流部11に、前記と同様構成の溝状凹部12が設けられている。本実施例においては、該遡上越流部11以外の部分にも前記溝状凹部12を連続させている。そして前記と同様にして、隔壁本体9の下流側の側面41に衝突防止空洞部45が設けられている。 (1) FIGS. 25 to 26 show another embodiment of the fishway partition wall 1, and the fishway partition wall 1 shown in FIG. 25 has an upper portion 10 of the partition wall body 9 from one end 15 to the other end 20. An inclined portion (the inclination angle is, for example, about 32 degrees with respect to the horizontal plane) 21 is provided continuously with the other end side 20 of the upper portion 10 formed in the horizontal upper portion 22. And the part of the lower end side of this inclination part 21 is made into the sloped upflow overflow part 11, and the groove-shaped recessed part 12 of the same structure as the above is provided in this inclined upstream upstream part 11. In the present embodiment, the groove-like recess 12 is made continuous with portions other than the upstream run-up portion 11. In the same manner as described above, a collision preventing cavity 45 is provided on the side surface 41 on the downstream side of the partition wall body 9.

前記上部10は、図26に示すように、前記隔壁本体9の一方の端部15から他方の端部14に向けて一定勾配で傾斜する傾斜部21として構成されてもよい。このように傾斜部21を有することから、水路水の流量が増えたときにも、適当深さの水深を有する遡上越流部11が、傾斜部21の傾斜角度に応じて形成されることとなる。そして、前記溝状凹部12の下流側の傾斜面25の上部27は、隔壁本体9の下流側の、上に突の円弧状の側面(本実施例においては四分割円弧状の側面29a)29の上部に連設されると共に、溝状凹部12の上流側の傾斜面26の上部31は、前記隔壁本体9の上流側の側面(本実施例においては前記と同様の直角側面32a)32の上部に連設されている。そして前記と同様にして、隔壁本体9の下流側の側面41に衝突防止空洞部45が形成されている。   As shown in FIG. 26, the upper part 10 may be configured as an inclined part 21 that inclines with a constant gradient from one end part 15 of the partition wall body 9 toward the other end part 14. Since the slope portion 21 is thus provided, the upstream run-up portion 11 having an appropriate depth is formed according to the slope angle of the slope portion 21 even when the flow rate of the channel water is increased. Become. An upper portion 27 of the inclined surface 25 on the downstream side of the groove-shaped recess 12 is formed on the downstream side of the partition wall body 9 and has an arcuate side surface projecting upward (in this embodiment, a quadrant arc-shaped side surface 29a) 29. The upper portion 31 of the inclined surface 26 on the upstream side of the groove-shaped recess 12 is formed on the upstream side surface 32 of the partition wall body 9 (in the present embodiment, the same right side surface 32a as described above) 32. It is connected to the top. In the same manner as described above, a collision preventing cavity 45 is formed on the side surface 41 on the downstream side of the partition wall body 9.

魚道用隔壁1をこのように構成した場合は、前記のように、傾斜部21の下端側としての遡上越流部11が隔壁本体9の一方の端部側17に形成されることになる。遡上越流部11をこのように傾斜部21の下端側として構成したときは、該遡上越流部11を越流する水路水が該傾斜部21の下端側に集まり易いが、その越流状態は、図27に示すような、溝状凹部の設けられていない越流部82を水路水が越流する場合とは異なる。この場合における水路水の越流状態は、図27に示すような、隔壁本体9の一方の端部15側に寄った収縮状態の越流になる。これに対して本発明においては、前記と同様構成の溝状凹部12が遡上越流部11に形成されているために、前記のような水平な遡上越流部11が設けられている場合ほどではないにしても、溝状凹部12に流入した水が下流側の傾斜面25の上端27を越流することによって前記傾斜部21の長さ方向で分散して越流することとなり、比較的穏やかな越流状態が得られるのである。これによって、魚類が、前記上に突の円弧状の側面29を遡上して前記溝状凹部12に到達するのを容易化し得ることとなる。   When the fishway partition 1 is configured in this way, the upstream run-up portion 11 as the lower end side of the inclined portion 21 is formed on one end side 17 of the partition body 9 as described above. When the upstream run-up section 11 is configured as the lower end side of the inclined section 21 in this way, water channel water that overflows the upstream run-up section 11 is likely to gather on the lower end side of the inclined section 21, but the overflow state Is different from the case where the channel water overflows the overflow section 82 where no groove-shaped recess is provided as shown in FIG. In this case, the overflow condition of the channel water is a contracted overflow condition approaching one end 15 side of the partition wall body 9 as shown in FIG. On the other hand, in the present invention, since the groove-like recess 12 having the same configuration as described above is formed in the upstream run-up section 11, the case where the horizontal upstream run-up section 11 as described above is provided. If not, the water flowing into the groove-like recess 12 will flow over the upper end 27 of the inclined surface 25 on the downstream side, and will be dispersed in the length direction of the inclined portion 21 and will flow relatively. A gentle overflow condition is obtained. This makes it easy for fish to reach the groove-like recess 12 by going up the arcuate side surface 29 protruding upward.

(2) 図28は、水平に形成された上部10の長さ方向中央部位を欠切して遡上越流部11を設けた魚道用隔壁1を示し、該遡上越流部11に、前記と同様構成の溝状凹部12が設けられている。又図29は、上部10の一方の端部寄り部分を欠切して遡上越流部11を設けた魚道用隔壁1を示すものであり、該遡上越流部11に前記と同様構成の溝状凹部12が設けられている。又図30は、一方の端部側を一段低くし、上部10が水平である遡上越流部11を該低い部分で設けた魚道用隔壁1を示すものであり、該遡上越流部11に前記と同様構成の溝状凹部12が設けられている。 (2) FIG. 28 shows a fishway partition wall 1 in which a central part in the length direction of the upper part 10 formed horizontally is cut off and provided with a run-up overflow part 11. A groove-shaped recess 12 having the same configuration is provided. FIG. 29 shows a fishway partition wall 1 in which a portion close to one end of the upper portion 10 is cut off and provided with an upstream overflow portion 11, and the upstream upstream portion 11 has a groove having the same configuration as described above. A concave portion 12 is provided. FIG. 30 also shows a fishway partition wall 1 in which one end side is lowered one step and the upper part 10 is horizontal and the upstream part 11 is provided at the lower part. A groove-like recess 12 having the same configuration as described above is provided.

又、図31は魚道用隔壁1のその他の実施例を示すものであり、隔壁本体9の上部10が水平に形成され、該上部の各部が、魚類の遡上を可能とする遡上越流部11とされており、該遡上越流部11には、前記と同様構成の溝状凹部12が設けられている。   FIG. 31 shows another embodiment of the partition 1 for the fishway. The upper part 10 of the bulkhead main body 9 is formed horizontally, and each part of the upper part allows the fish to run upstream. 11 is provided with a groove-like recess 12 having the same configuration as described above.

そしてこれらの場合、前記溝状凹部12の下流側の傾斜面の上部27は、前記と同様に、隔壁本体9の下流側の、上に突の円弧状の側面(本実施例においては四分割円弧状の側面29a)29の上部に連設されると共に、溝状凹部12の上流側の傾斜面の26上部は、前記隔壁本体9の上流側の側面(本実施例においては前記と同様の直角側面32a)32の上部に連設されている。そして前記と同様にして、隔壁本体9の下流側の側面41に衝突防止空洞部45が形成されている。   In these cases, the upper portion 27 of the inclined surface on the downstream side of the groove-shaped recess 12 is formed on the downstream side of the partition wall body 9 and has an arcuate side surface projecting upward (in this embodiment, divided into four parts). The upper side of the inclined surface on the upstream side of the groove-shaped recess 12 is connected to the upper side of the arcuate side surface 29a) 29, and the upstream side surface of the partition wall body 9 (in the present embodiment, the same as described above) It is connected to the upper part of the right side surface 32a) 32. In the same manner as described above, a collision preventing cavity 45 is formed on the side surface 41 on the downstream side of the partition wall body 9.

(3)前記遡上越流部11に設けられる溝状凹部12は、前記実施例で示したように、その底部23が前記隔壁本体9の幅方向の中央部位に位置するように設けられることの他、隔壁本体9の下流側の側面29に稍偏位した状態で、或いは、上流側の側面32に稍偏位した状態で設けられることもある。又、下流側の傾斜面25の上部27と隔壁本体9の下流側の側面29との間や、上流側の傾斜面26の上部27と、隔壁本体9の上流側の側面32の上部との間に小幅の平坦部が形成されることもある。 (3) The groove-like recess 12 provided in the upstream run-up section 11 is provided so that its bottom 23 is located at the central portion in the width direction of the partition wall main body 9 as shown in the embodiment. In addition, it may be provided in a state of being biased to the side surface 29 on the downstream side of the partition wall main body 9 or in a state of being biased to the side surface 32 on the upstream side. Further, between the upper portion 27 of the downstream inclined surface 25 and the downstream side surface 29 of the partition wall body 9, or between the upper portion 27 of the upstream inclined surface 26 and the upper portion of the upstream side surface 32 of the partition wall body 9. A small flat portion may be formed between them.

(4) 又、前記遡上越流部11に設けられる溝状凹部12の、下流側の傾斜面25と上流側の傾斜面26とがなす角度θ1は、略90度が好ましいが、前記した理由により80〜120度の角度範囲にあるものであれば所要に設定可能である。図32、図33は夫々、下流側の傾斜面25と上流側の傾斜面26とがなす角度を80度、120度に設定した場合を示している。 (4) In addition, the angle θ1 formed by the downstream inclined surface 25 and the upstream inclined surface 26 of the groove-like recess 12 provided in the upstream upstream section 11 is preferably approximately 90 degrees. As long as the angle is in the range of 80 to 120 degrees, it can be set as required. FIGS. 32 and 33 show cases where the angles formed by the downstream inclined surface 25 and the upstream inclined surface 26 are set to 80 degrees and 120 degrees, respectively.

又、前記下流側の傾斜面25の上部27と前記底部23との間の距離は、前記実施例においては12mmに設定しているが、当該魚道が対象とする遡上魚類の大きさに合わせて所要に設定されるものであり、前記隔壁本体9の水路の長さ方向の幅(例えば60〜200mm)に合わせて5〜30mmの範囲で所要に設定される。図34、図35は夫々、この距離を5mm、30mmに設定した場合を示している。   In addition, the distance between the upper part 27 and the bottom part 23 of the inclined surface 25 on the downstream side is set to 12 mm in the above embodiment, but it matches the size of the upstream fish that the fishway is intended for. It is set as required, and is set as required within a range of 5 to 30 mm in accordance with the width of the partition main body 9 in the length direction of the water channel (for example, 60 to 200 mm). 34 and 35 show cases where this distance is set to 5 mm and 30 mm, respectively.

又、前記遡上越流部11に設けられる溝状凹部12の下流側の傾斜面25は、水路6の下流側に向けて上向きに傾斜する傾斜面として形成されるものであり、又、前記上流側の傾斜面26は、前記水路6の上流側に向けて上向きに傾斜する傾斜面として形成されるものであるが、これらの傾斜面25,26は、前記したように若干上向きの突面として形成されることの他、直線状に形成されたり、若干凹面の傾斜面として形成されることもある。   In addition, the inclined surface 25 on the downstream side of the groove-like recess 12 provided in the upstream run-up section 11 is formed as an inclined surface that is inclined upward toward the downstream side of the water channel 6, and the upstream The inclined surface 26 on the side is formed as an inclined surface that is inclined upward toward the upstream side of the water channel 6. However, these inclined surfaces 25 and 26 are formed as slightly upward protruding surfaces as described above. In addition to being formed, it may be formed in a straight line or may be formed as a slightly concave inclined surface.

(5) 隔壁本体9の下流側の、上に突の円弧状の側面29は、前記実施例で示したように四分割円弧状の側面として形成されることの他、図36に示すように、水路の長さ方向に稍長い流線型に形成されることもある。 (5) As shown in FIG. 36, the arcuate side surface 29 projecting upward on the downstream side of the bulkhead body 9 is formed as a quadrant arc-shaped side surface as shown in the above embodiment. In some cases, it is formed in a streamline shape that is long in the length direction of the water channel.

(6) 又、前記隔壁本体9の上流側の側面32は、前記したような直角側面32aとして形成されることの他、図37に示すような四分割円弧状の側面32bとして形成されることもある。この場合は、隔壁本体9の遡上越流部11における断面形状が半円形を呈する。 (6) Further, the side surface 32 on the upstream side of the partition wall main body 9 is formed as a quadrangular arc-shaped side surface 32b as shown in FIG. There is also. In this case, the cross-sectional shape of the partition main body 9 in the upstream run-up section 11 is semicircular.

(7) 前記隔壁本体9の下流側の側面29に設ける前記衝突防止空洞部45は、前記実施例で示したようにその他方の端部を開放状態に形成されることの他、遡上魚の衝突を略良好に防止できる限り、例えば図38に示すように、該隔壁本体9の他端の下部に、前記水路底面7に対する固定部87が設けられることもある。 (7) The collision-preventing cavity 45 provided on the side surface 29 on the downstream side of the bulkhead main body 9 is formed with the other end open as shown in the embodiment, and the upstream fish As long as collision can be prevented substantially satisfactorily, for example, as shown in FIG. 38, a fixing portion 87 for the water channel bottom surface 7 may be provided at the lower part of the other end of the partition wall body 9.

(8) 前記衝突防止空洞部45の形状は、前記遡上越流部11を遡上する遡上魚の衝突を防止できる限り、前記実施例で示したものの他、多角形状等を呈するものであってもよい。その際、衝突防止空洞部内に進入した魚が損傷されるのを防止するために、前記開口部47の縁部分52(図10)を、前記のように奧側が拡大する傾斜面に形成することの他、円弧状に形成することもある。 (8) The shape of the collision prevention cavity 45 exhibits a polygonal shape in addition to the one shown in the above embodiment as long as it can prevent the collision of the upstream fish going up the upstream upstream section 11. Also good. At that time, in order to prevent the fish that entered the collision prevention cavity from being damaged, the edge portion 52 (FIG. 10) of the opening 47 is formed on the inclined surface on which the heel side expands as described above. In addition, it may be formed in an arc shape.

(9) 本発明に係る魚道用隔壁1は、図39に示すように、前記衝突防止空洞部45を具えないものとして構成されることもある。 (9) The fishway partition wall 1 according to the present invention may be configured not to include the collision prevention cavity 45 as shown in FIG.

(10)前記溝状凹部12を形成する前記底部23は、例えば図40に示すように直角等の非円弧状に形成されることもある。又、前記連設部分30,33が鋭角に形成されることもある。 (10) The bottom 23 forming the groove-like recess 12 may be formed in a non-arc shape such as a right angle as shown in FIG. Further, the continuous portions 30 and 33 may be formed at an acute angle.

(11)前記魚道用隔壁1は、前記したコンクリートの他、ゴム、合成樹脂、木、陶磁器等の各種の素材を用いて構成できるものであり、その材質が限定されるものではない。 (11) The fishway partition wall 1 can be constructed using various materials such as rubber, synthetic resin, wood, ceramics, etc., in addition to the above-described concrete, and the material is not limited.

(12)魚道用隔壁1を水路6に配設して魚道を構築する場合、隣り合う魚道用隔壁間の間隔は前記した150mm程度には特定されず、対象とする遡上魚類に適合させて所要に設定される。又、魚道用隔壁1の前記した各部の寸法や角度も、対象とする遡上魚類に適合させて所要に設定される。更に、一方の端部側がその他の部分よりも低く形成されてなる魚道用隔壁1を配設して魚道を構築する場合、該一方の端部側に設けられた遡上越流部を水路の同一側に配置することもある。 (12) When a fishway is constructed by arranging the fishway partition wall 1 in the water channel 6, the interval between adjacent fishway partition walls is not specified to be about 150 mm as described above, and is adapted to the target upstream fish. Set as required. In addition, the dimensions and angles of the above-described portions of the fishway partition 1 are also set as required in accordance with the target fish. Further, when a fishway is constructed by disposing a fishway partition wall 1 formed so that one end side is lower than the other part, the upstream run-up part provided on the one end side is the same as the water channel. Sometimes placed on the side.

本発明に係る魚道用隔壁を用いて構築された魚道を示す断面図である。It is sectional drawing which shows the fishway constructed | assembled using the partition for fishways which concerns on this invention. その部分斜視図である。It is the fragmentary perspective view. 魚道における水路水の流れ状態と魚類の遡上動作を説明する断面図である。It is sectional drawing explaining the flow state of the channel water in a fishway, and the fish going up operation. 魚道用隔壁を上側から見た斜視図である。It is the perspective view which looked at the partition for fishways from the upper side. 魚道用隔壁を下側から見た斜視図である。It is the perspective view which looked at the partition for fishways from the lower side. 魚道用隔壁を上側から見た斜視図である。It is the perspective view which looked at the partition for fishways from the upper side. 魚道用隔壁の各部の構成と寸法を説明する説明図である。It is explanatory drawing explaining the structure and dimension of each part of the partition for fishways. 魚道用隔壁における溝状凹部の構成を説明する断面図である。It is sectional drawing explaining the structure of the groove-shaped recessed part in the partition for fishways. 魚道用隔壁を示す断面図である。It is sectional drawing which shows the partition for fishways. 衝突防止空洞部の開口部の縁部分を説明する断面図である。It is sectional drawing explaining the edge part of the opening part of a collision prevention cavity part. 魚道用隔壁の他の実施例を上側から見た斜視図である。It is the perspective view which looked at the other Example of the partition for fishways from the upper side. それを下側から見た斜視図である。It is the perspective view which looked at it from the lower side. 魚道用隔壁をその使用状態で示す断面図である。It is sectional drawing which shows the partition for fishways in the use condition. 魚道における水の流れ状態を説明する斜視図である。It is a perspective view explaining the flow state of the water in a fishway. 魚道における水の流れ状態を説明する平面図である。It is a top view explaining the flow state of the water in a fishway. 溝状凹部における通常の水深を説明する断面図である。It is sectional drawing explaining the normal water depth in a groove-shaped recessed part. 遡上越流部における水路水の越流状態を説明する断面図である。It is sectional drawing explaining the overflow state of channel water in a run-up overflow part. 溝状凹部に到達した魚類の休息状態を示す断面図である。It is sectional drawing which shows the resting state of the fish which reached | attained the groove-shaped recessed part. 溝状凹部における水位の上昇状態を説明する断面図である。It is sectional drawing explaining the rising state of the water level in a groove-shaped recessed part. 魚道用ブロックを説明する斜視図である。It is a perspective view explaining the block for fishways. その断面図である。FIG. 魚道用ブロックの他の実施例を示す斜視図である。It is a perspective view which shows the other Example of the block for fishways. 魚道用ブロック相互を連結した状態を示す斜視図である。It is a perspective view which shows the state which connected the block for fishways. 魚道用ブロックのその他の実施例を示す斜視図である。It is a perspective view which shows the other Example of the block for fishways. 魚道用隔壁のその他の実施例を示す正面図と斜視図である。It is the front view and perspective view which show the other Example of the partition for fishways. 魚道用隔壁のその他の実施例を示す正面図と斜視図である。It is the front view and perspective view which show the other Example of the partition for fishways. 溝状凹部が設けられていない魚道用隔壁における水路水の越流状態を説明する斜視図である。It is a perspective view explaining the overflow state of waterway water in the partition for fishway which is not provided with a groove-shaped crevice. 魚道用隔壁のその他の実施例を示す斜視図である。It is a perspective view which shows the other Example of the partition for fishways. 魚道用隔壁のその他の実施例を示す斜視図である。It is a perspective view which shows the other Example of the partition for fishways. 魚道用隔壁のその他の実施例を示す斜視図である。It is a perspective view which shows the other Example of the partition for fishways. 魚道用隔壁のその他の実施例を示す斜視図である。It is a perspective view which shows the other Example of the partition for fishways. 魚道用隔壁のその他の実施例を示す断面図である。It is sectional drawing which shows the other Example of the partition for fishways. 魚道用隔壁のその他の実施例を示す断面図である。It is sectional drawing which shows the other Example of the partition for fishways. 魚道用隔壁のその他の実施例を示す断面図である。It is sectional drawing which shows the other Example of the partition for fishways. 魚道用隔壁のその他の実施例を示す断面図である。It is sectional drawing which shows the other Example of the partition for fishways. 魚道用隔壁のその他の実施例を示す断面図である。It is sectional drawing which shows the other Example of the partition for fishways. 魚道用隔壁のその他の実施例を示す断面図である。It is sectional drawing which shows the other Example of the partition for fishways. 魚道用隔壁のその他の実施例を示す斜視図である。It is a perspective view which shows the other Example of the partition for fishways. 魚道用隔壁のその他の実施例を示す斜視図である。It is a perspective view which shows the other Example of the partition for fishways. 魚道用隔壁のその他の実施例を示す断面図である。It is sectional drawing which shows the other Example of the partition for fishways.

符号の説明Explanation of symbols

1 魚道用隔壁
2 排水路
3 貯水池
5 魚道
6 水路
7 水路底面
9 隔壁本体
10 隔壁本体の上部
11 遡上越流部
12 溝状凹部
17 一方の端部側
19 その他の部分
20 上部の他端側
21 傾斜部
23 底部
25 下流側の傾斜面
26 上流側の傾斜面
27 下流側の傾斜面の上部
29 上に突の円弧状の側面
29a 四分割円弧状の側面
31 上流側の傾斜面の上部
32 上流側の側面
35 上側の側面部分
36 下側の側面部分
37 接続部
39 貯水部
45 衝突防止空洞部
53 内部空洞部
62 魚類
63 尾鰭
65 尾柄
70 開放端
71 魚道用ブロック
72 水路部材
75 止水材
DESCRIPTION OF SYMBOLS 1 Fishway partition 2 Drainage channel 3 Reservoir 5 Fishway 6 Water channel 7 Water channel bottom surface 9 Bulkhead main body 10 Upper part of bulkhead main body 11 Upstream overflow part 12 Groove-shaped recessed part 17 One end part 19 Other part 20 Upper other end part 21 Inclined portion 23 Bottom portion 25 Inclined surface on the downstream side 26 Inclined surface on the upstream side 27 Upper portion of the inclined surface on the downstream side 29 Arc-shaped side surface projecting on the upper surface 29a Four-sided arc-shaped side surface 31 Upper portion of the upstream inclined surface 32 Upstream Side surface 35 Upper side surface portion 36 Lower side surface portion 37 Connection portion 39 Water storage portion 45 Collision prevention cavity portion 53 Internal cavity portion 62 Fish 63 Caudal fin 65 Tail 70 Open end 71 Fishway block 72 Waterway member 75 Waterstop material

Claims (18)

魚道用の水路に配設される魚道用隔壁であって、該水路を横断するように水路底面に配設される隔壁本体の上部に、魚類の遡上を可能とする遡上越流部が設けられ、該遡上越流部の、前記水路の長さ方向で見た幅部の中間部分に、互いに80〜120度の角度をなすように底部で連なった、前記水路の下流側に向けて上向きに傾斜する下流側の傾斜面と前記水路の上流側に向けて上向きに傾斜する上流側の傾斜面とが設けられた溝状凹部が形成され、前記下流側の傾斜面の上部は、前記隔壁本体の下流側の、上に突の円弧状の側面の上部に連設されると共に、前記上流側の傾斜面の上部は、前記隔壁本体の上流側の側面の上部に連設されていることを特徴とする魚道用隔壁。   A fishway partition that is disposed in a waterway for a fishway, and a upstream part that allows fish to run up is provided at the top of the partition body that is disposed on the bottom of the waterway so as to cross the waterway. The upstream part of the upstream part of the upstream part is connected to the middle part of the width part seen in the length direction of the water channel, and is connected upward at the bottom so as to form an angle of 80 to 120 degrees with each other. A groove-like recess is provided, which is provided with an inclined surface on the downstream side inclined to the upstream side and an inclined surface on the upstream side inclined upward toward the upstream side of the water channel, and the upper portion of the inclined surface on the downstream side is formed by the partition wall The upper part of the upstream inclined surface is connected to the upper part of the upstream side surface of the bulkhead main body, and is connected to the upper part of the arcuate side surface protruding upward on the downstream side of the main body. A partition for fishway. 魚道用の水路に配設される魚道用隔壁であって、該水路を横断するように水路底面に配設される隔壁本体の上部は、その一方の端部側がその他の部分よりも低く形成され、該一方の端部側に、魚類の遡上を可能とする遡上越流部が設けられ、該遡上越流部の、前記水路の長さ方向で見た幅部の中間部分に、互いに80〜120度の角度をなすように底部で連なった、前記水路の下流側に向けて上向きに傾斜する下流側の傾斜面と前記水路の上流側に向けて上向きに傾斜する上流側の傾斜面とが設けられた溝状凹部が形成され、前記下流側の傾斜面の上部は、前記隔壁本体の下流側の、上に突の円弧状の側面の上部に連設されると共に、前記上流側の傾斜面の上部は、前記隔壁本体の上流側の側面の上部に連設されていることを特徴とする魚道用隔壁。   A fishway partition disposed in a waterway for a fishway, and an upper part of the partition body disposed on the bottom of the waterway so as to cross the waterway is formed such that one end side thereof is lower than the other part. The upstream part that allows the fish to run up is provided on the one end side, and the upstream part of the upstream part of the upstream part of the upstream part is 80 to the middle part of the width part as viewed in the length direction of the water channel. A downstream inclined surface that is inclined upward toward the downstream side of the water channel and an upstream inclined surface that is inclined upward toward the upstream side of the water channel, which are connected at the bottom so as to form an angle of ˜120 degrees; A groove-like recess provided with a top of the inclined surface on the downstream side is connected to the upper part of the arcuate side surface protruding upward on the downstream side of the bulkhead body, and on the upstream side. A fishway characterized in that the upper part of the inclined surface is connected to the upper part of the upstream side surface of the bulkhead main body. The partition wall. 魚道用の水路に配設される魚道用隔壁であって、該水路を横断するように水路底面に配設される隔壁本体の上部は、その一方の端部側がその他の部分よりも低く形成され、該一方の端部側に、魚類の遡上を可能とする遡上越流部が設けられ、該遡上越流部には、前記上部の他方の端部側に向けて徐々に高くなる傾斜部が連設されており、該遡上越流部の、前記水路の長さ方向で見た幅部の中間部分に、互いに80〜120度の角度をなすように底部で連なった、前記水路の下流側に向けて上向きに傾斜する下流側の傾斜面と前記水路の上流側に向けて上向きに傾斜する上流側の傾斜面とが設けられた溝状凹部が形成され、前記下流側の傾斜面の上部は、前記隔壁本体の下流側の、上に突の円弧状の側面の上部に連設されると共に、前記上流側の傾斜面の上端は、前記隔壁本体の上流側の側面の上端に連設されていることを特徴とする魚道用隔壁。   A fishway partition disposed in a waterway for a fishway, and an upper part of the partition body disposed on the bottom of the waterway so as to cross the waterway is formed such that one end side thereof is lower than the other part. The one upstream side is provided with an upstream overflow part that allows the fish to run upward, and the upward upstream part has an inclined part that gradually increases toward the other end side of the upper part. Is connected to the middle of the upstream portion of the upstream portion of the upstream portion of the upstream portion, and is connected to the bottom portion so as to form an angle of 80 to 120 degrees with each other. A groove-like recess provided with a downstream inclined surface that is inclined upward toward the side and an upstream inclined surface that is inclined upward toward the upstream side of the water channel is formed. The upper part is connected to the upper part of the arcuate side surface protruding upward on the downstream side of the bulkhead body, and the upstream side The upper end of the inclined surface, the fishway bulkhead, characterized in that it is provided continuously to the upper end of the side surface of the upstream side of the partition wall body. 魚道用の水路に配設される魚道用隔壁であって、該水路を横断するように水路底面に配設される隔壁本体の上部は、その一方の端部側がその他の部分よりも低く形成され、該一方の端部側に、魚類の遡上を可能とする水平な遡上越流部が設けられ、該遡上越流部には、前記上部の他端側に向けて徐々に高くなる傾斜部が連設されており、該遡上越流部の、前記水路の長さ方向で見た幅部の中間部分に、互いに80〜120度の角度をなすように底部で連なった、前記水路の下流側に向けて上向きに傾斜する下流側の傾斜面と前記水路の上流側に向けて上向きに傾斜する上流側の傾斜面とが設けられた溝状凹部が形成され、前記下流側の傾斜面の上部は、前記隔壁本体の下流側の、上に突の円弧状の側面の上部に連設されると共に、前記上流側の傾斜面の上部は、前記隔壁本体の上流側の側面の上部に連設されていることを特徴とする魚道用隔壁。   A fishway partition disposed in a waterway for a fishway, and an upper part of the partition body disposed on the bottom of the waterway so as to cross the waterway is formed such that one end side thereof is lower than the other part. In addition, a horizontal upstream part that allows the fish to run up is provided on the one end side, and the upstream part is provided with an inclined part that gradually increases toward the other end of the upper part. Is connected to the middle of the upstream portion of the upstream portion of the upstream portion of the upstream portion, and is connected to the bottom portion so as to form an angle of 80 to 120 degrees with each other. A groove-like recess provided with a downstream inclined surface that is inclined upward toward the side and an upstream inclined surface that is inclined upward toward the upstream side of the water channel is formed. The upper part is connected to the upper part of the arc-shaped side surface protruding upward on the downstream side of the bulkhead body, and the upstream side Top of the inclined surface, the fishway bulkhead, characterized in that it is provided continuously to the upper side of the upstream side of the partition wall body. 前記傾斜部の前記遡上越流部寄りの部分は、下に突の円弧状を呈していることを特徴とする請求項3又は4記載の魚道用隔壁。   5. The fishway partition according to claim 3, wherein a portion of the inclined portion closer to the upstream and upstream portion has an arc shape protruding downward. 前記下流側の傾斜面の上部と前記底部との間の距離が5〜30mmに設定されていることを特徴とする請求項1〜4の何れかに記載の魚道用隔壁。   The fishway partition according to any one of claims 1 to 4, wherein a distance between an upper part of the inclined surface on the downstream side and the bottom part is set to 5 to 30 mm. 前記隔壁本体の前記水路の長さ方向の幅が60〜200mmに設定されると共に、前記底部は、前記隔壁本体の前記幅部の中央部位に位置していることを特徴とする請求項1〜4の何れかに記載の魚道用隔壁。   The width of the water channel in the length direction of the partition main body is set to 60 to 200 mm, and the bottom portion is located at a central portion of the width portion of the partition main body. 4. The fishway partition according to any one of 4 above. 前記下流側の傾斜面に連設される前記上に突の円弧状の側面は、上に突の四分割円弧状の側面を呈し、該四分割円弧状の側面の上部に前記下流側の傾斜面の上部が連設されており、該連設部分は、上に突の円弧状面に形成されていることを特徴とする請求項1〜4の何れかに記載の魚道用隔壁。   The upwardly projecting arc-shaped side surface connected to the downstream inclined surface presents an upward projecting quadrant arc-shaped side surface, and the downstream-side tilt is formed on the upper portion of the quadrant arc-shaped side surface. The fishway partition wall according to any one of claims 1 to 4, wherein upper portions of the surfaces are continuously provided, and the connected portions are formed in an arcuate surface protruding upward. 前記下流側の傾斜面に連設される前記上に突の円弧状の側面は、上に突の四分割円弧状の側面を呈し、該四分割円弧状の側面の上部に前記下流側の傾斜面の上部が連設されており、該四分割円弧状の側面は、前記隔壁本体の底面から1/4〜3/4の高さ部位において上下に分割された上側の側面部分と下側の側面部分とからなり、該下側の側面部分は、四分割円弧状面に形成された上側の側面部分の下端に、該四分割円弧状面の延長として下方に一連に連続すると仮定した仮想の四分割円弧状面よりも上流側に位置するように連設されていることを特徴とする請求項1〜4の何れかに記載の魚道用隔壁。   The upwardly projecting arc-shaped side surface connected to the downstream inclined surface presents an upward projecting quadrant arc-shaped side surface, and the downstream-side tilt is formed on the upper portion of the quadrant arc-shaped side surface. The upper part of the surface is provided continuously, and the quadrant arc-shaped side surface is divided into an upper side surface portion and a lower side portion that are vertically divided at a height of 1/4 to 3/4 from the bottom surface of the bulkhead body. Hypothesized that the lower side surface portion is a series of downwards as an extension of the quadrant arc-shaped surface at the lower end of the upper side surface portion formed in the quadrant arc-shaped surface. The fishway partition wall according to any one of claims 1 to 4, wherein the fishway partition wall is continuously provided so as to be positioned upstream of the quadrant arcuate surface. 前記上流側の傾斜面の上部が連設される前記隔壁本体の上流側の側面は、前記水路底面と略直角の直角側面を呈し、且つ、前記上流側の傾斜面の上部と前記直角側面の上部との連設部分は、上に突の円弧状面に形成されていることを特徴とする請求項1〜4の何れかに記載の魚道用隔壁。   The upstream side surface of the bulkhead body to which the upper portion of the upstream inclined surface is connected is a right side surface substantially perpendicular to the water channel bottom surface, and the upper side of the upstream inclined surface and the right side surface are The partition for a fishway according to any one of claims 1 to 4, wherein the continuous portion with the upper portion is formed in an arcuate surface protruding upward. 前記上流側の傾斜面の上部は前記下流側の傾斜面の上部よりも高位置にあることを特徴とする請求項1〜4の何れかに記載の魚道用隔壁。   5. The fishway partition wall according to claim 1, wherein an upper portion of the upstream inclined surface is positioned higher than an upper portion of the downstream inclined surface. 前記隔壁本体の前記下流側の側面であって、且つ、前記遡上越流部よりも前記他方の端部側に位置する部分に、前記遡上越流部を遡上する遡上魚類の衝突を防止する衝突防止空洞部を、上流側の側面を開口することなく設けたことを特徴とする請求項2、3又は4記載の魚道用隔壁。   Prevention of collision of upstream fish that goes up the upstream upstream part on the downstream side surface of the bulkhead body and located on the other end side of the upstream upstream part The fishway partition according to claim 2, 3 or 4, wherein the collision preventing cavity is provided without opening the upstream side surface. 前記隔壁本体の下流側の側面であって、且つ、前記遡上越流部よりも前記他方の端部側に位置する部分に、前記遡上越流部を遡上する遡上魚類の衝突を防止する衝突防止空洞部を、上流側の側面を開口することなく設け、該衝突防止空洞部の上縁高さを、前記遡上越流部の最上端高さと等しいかそれよりも高く設定したことを特徴とする請求項2、3又は4記載の魚道用隔壁。   Collision of upstream fish that travels up the upstream part on the downstream side of the bulkhead body and on the other end side of the upstream part. The collision prevention cavity is provided without opening the upstream side surface, and the upper edge height of the collision prevention cavity is set equal to or higher than the uppermost end height of the upstream run-up section. The partition for a fishway according to claim 2, 3 or 4. 前記衝突防止空洞部には、前記一方の端部側に向けて延長する内部空洞部が、前記隔壁本体の内部で連設されていることを特徴とする請求項12又は13記載の魚道用隔壁。   14. The fishway partition according to claim 12, wherein an internal cavity that extends toward the one end is connected to the collision prevention cavity in the interior of the partition body. . 前記衝突防止空洞部は、前記隔壁本体の他端で開放されていることを特徴とする請求項12、13又は14記載の魚道用隔壁。   The fishway partition according to claim 12, 13 or 14, wherein the collision prevention cavity is opened at the other end of the partition body. 請求項1〜15の何れかに記載の魚道用隔壁が、魚道用の水路部材に、その水路を横断するように水路底面に固定状態に配設されてなることを特徴とする魚道用ブロック。   A fishway block, wherein the fishway partition wall according to any one of claims 1 to 15 is disposed on a fishway waterway member in a fixed state on the bottom surface of the waterway so as to cross the waterway. 請求項1〜15の何れかに記載の魚道用隔壁の複数が、魚道用の水路部材に、その水路を横断するように水路底面に固定状態に配設されており、該水路の長さ方向で隣り合う魚道用隔壁に関し、下流側に位置する魚道用隔壁の前記遡上越流部に、上流側に位置する魚道用隔壁の前記衝突防止空洞部が対向状態とされていることを特徴とする魚道用ブロック。   A plurality of fishway partition walls according to any one of claims 1 to 15 are disposed on a fishway channel member in a fixed state on the bottom surface of the channel so as to cross the channel, and the length direction of the channel In the fishway bulkheads adjacent to each other, the anti-collision cavity of the fishway bulkhead located upstream is opposed to the upstream part of the fishway bulkhead located downstream. Block for fishway. 魚道用の水路に、請求項12〜15の何れかに記載の魚道用隔壁が、該水路を横切るように該水路の長さ方向に所要間隔で配設され、該水路の長さ方向で隣り合う魚道用隔壁に関し、下流側に位置する魚道用隔壁の前記遡上越流部に、上流側に位置する魚道用隔壁の前記衝突防止空洞部が対向状態とされていることを特徴とする魚道構造。
The fishway bulkhead according to any one of claims 12 to 15 is disposed in the waterway for the fishway at a required interval in the length direction of the waterway so as to cross the waterway, and is adjacent to the length direction of the waterway. A fishway structure characterized in that, for a matching fishway partition, the collision prevention cavity of the fishway partition located upstream is opposed to the upstream part of the fishway partition located downstream. .
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KR100894871B1 (en) 2008-05-07 2009-04-24 김성수 Fish way
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Publication number Priority date Publication date Assignee Title
KR100894871B1 (en) 2008-05-07 2009-04-24 김성수 Fish way
JP2011140823A (en) * 2010-01-08 2011-07-21 Tochigiken Concrete Seihin Kyodo Kumiai Drainage flume
CN115852910A (en) * 2022-11-30 2023-03-28 中国电建集团贵阳勘测设计研究院有限公司 Modular fish slope structure, design method and construction method thereof
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