JP4758882B2 - Revetment block with fishway and construction method of revetment surface with fishway using the same - Google Patents

Revetment block with fishway and construction method of revetment surface with fishway using the same Download PDF

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JP4758882B2
JP4758882B2 JP2006346317A JP2006346317A JP4758882B2 JP 4758882 B2 JP4758882 B2 JP 4758882B2 JP 2006346317 A JP2006346317 A JP 2006346317A JP 2006346317 A JP2006346317 A JP 2006346317A JP 4758882 B2 JP4758882 B2 JP 4758882B2
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fishway
revetment
revetment block
block
channel
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隆行 大月
修治 野村
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Landes Co Ltd
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本発明は、水路護岸や湖沼護岸において小さな魚が遡上可能な魚道を確保することができる護岸ブロックと、該ブロックを用いた魚道付き護岸の構築方法に関する。   The present invention relates to a revetment block capable of securing a fishway through which small fish can run up in a waterway revetment or a lake revetment, and a construction method of a revetment with a fishway using the block.

旧来の水辺環境では、水田やその周辺の疏水・流水路に生息するドジョウなどの小魚は、疏水等がさらに流れ込む小川や河川との間を自由に回遊していた。これは水田から疏水・流水路を経て小川等に至るまでの水の流れが緩やかに連続していたために可能だったわけで、近年のように、部分的であれ滝のように大きな落差をもって流下するような水の流れがあると、生息範囲の分断は避けられない。   In the traditional waterside environment, small fish such as loaches that live in paddy fields and the surrounding flooded / flowing channels freely migrated between streams and rivers into which flooded water flows. This was possible because the flow of water from the paddy field to the creek, etc. via the flooded water / flow channel was moderately continuous. If there is such a flow of water, division of the habitat is inevitable.

すなわち、近年では河川改修に伴って増水時の許容水位を確保する等の理由から河床を掘り下げることも多く、その結果、自然疏水は樋管やフリュームといった人工疏水に代替されてきたうえに、小川等に対してその水面より遥か上方に突出した状態で、大きな落差をもって流下するようになってしまったのである。   In other words, in recent years, riverbeds have often been dug down for reasons such as securing an allowable water level during river improvement, and as a result, natural dredging has been replaced by artificial dredging such as dredging and flume. In the state where it protruded far above the water surface, etc., it began to flow with a large drop.

したがって、こうした不連続状態を解消するべく、例えば大きな固定堰の下流側に設けた護岸壁に対して、堰頂部から下流側河床に向けて下降傾斜させた魚道を設置することが提案されている(特許文献1)。この簡易魚道装置は、既存の堰等に対して簡単に付設することができる利点に加えて、断面V字形状をした魚道がその内部に連設された複数の隔壁によって階段状となって水溜まりが形成されるために、小魚の遡上が容易になる利点があると考えられる。   Therefore, in order to eliminate such a discontinuous state, for example, it has been proposed to install a fishway inclined downward from the top of the weir toward the downstream riverbed on the revetment wall provided on the downstream side of the large fixed weir. (Patent Document 1). In addition to the advantage that this simple fishway device can be easily attached to an existing weir, etc., the fishway having a V-shaped cross section is formed into a staircase shape by a plurality of partition walls connected to the inside thereof. It is considered that there is an advantage that a small fish can easily go up.

実開平6−46036号公報(請求項1,図1)Japanese Utility Model Publication No. 6-46036 (Claim 1, FIG. 1)

前記特許文献1に係る簡易魚道装置は、仮設的に形成されているゆえに増水時等には取り外せば障害とならないのであるが、流下物の衝突に弱いし管理が煩雑になる不都合があった。また、堰の高さによっては魚道が急勾配となってしまう一方、これを避けて緩勾配を確保しようとすると魚道の長さが極端に長くなってしまうという不都合もあった。   Since the simple fishway device according to Patent Document 1 is formed temporarily, it does not become an obstacle if it is removed when water is increased. However, it has a disadvantage that it is vulnerable to a collision with a falling object and management becomes complicated. In addition, depending on the height of the weir, the fishway has a steep slope. On the other hand, if it is avoided to secure a gentle slope, the length of the fishway becomes extremely long.

こうした事情に鑑み、本発明では、小川等とこれに注ぎ込む疏水等との間に大きな落差の生じやすい水路護岸や湖沼護岸面において、落差を解消した魚道を恒常的に確保することができ、また、通水断面中への突出を小さく抑制することによって、小川等の流水障害とならない魚道付きの護岸ブロックの提供を主な課題とするものである。   In view of such circumstances, in the present invention, it is possible to constantly secure a fishway that eliminates the drop on the waterway revetment and lake revetment surface where a large drop is likely to occur between the stream and the flooded water poured into the stream. The main problem is to provide a revetment block with a fishway that does not cause obstacles to water flow such as creeks by suppressing protrusions into the water flow section.

前記所期の課題解決を図るべく、本発明に係る魚道付きの護岸ブロックは、垂直壁をなす前面板の上縁よりも低い高さで複数設けられた仕切部によって区画されながら前記前面板の内側に沿って左右いずれか一方向に下降傾斜形成される魚道水路と、該魚道水路の上流側において後方に奥行き深く設けられた踊り場部と、これら魚道水路と踊り場部を除く後面部分に設けられた上積み護岸ブロック用の載置部とからなるものとした。踊り場部に対して、樋管やフリュームの先端、あるいは上積みされたブロックにおける魚道水路の下流側を接続することにより、緩やかな流水路を確保して直落差を解消したのである。   In order to solve the desired problem, the revetment block with a fishway according to the present invention is partitioned by a plurality of partition portions provided at a height lower than the upper edge of the front plate forming a vertical wall, while A fishway waterway that is inclined downward in one of the left and right directions along the inner side, a landing part deeply provided in the rear on the upstream side of the fishway waterway, and a rear surface part excluding the fishway waterway and the landing part In addition, it shall consist of a loading section for the pile protection bank block. By connecting the tip of the pipe or flume or the downstream side of the fishway channel in the stacked block to the landing, a gentle flow channel was secured to eliminate the direct drop.

ここで、護岸ブロックの垂直壁は、厳密な垂直面をなす必要はなく、小川等の流れを妨げず、また、流下物の衝突を避けられる程度に直立していればよい。また、魚道水路の底面は、その傾斜角度に合わせて傾斜している必要はなく、ブロック底面板を兼ねた水平面をなすものであってもよい。複数設けられる仕切部としては、板状のもののほか、擬石状のものであってもよく、その頂部を結ぶラインが前面板の上縁よりも低い高さにおさまりながら下降傾斜していれば、小魚等は順番に仕切部を泳ぎ越えながら水位の高い次の区画へと移動することによって、魚道水路を遡上することが可能となる。   Here, the vertical wall of the revetment block does not need to have a strict vertical surface, and does not obstruct the flow of a stream or the like, and may be upright so as to avoid a collision of a falling object. In addition, the bottom surface of the fishway channel does not have to be inclined according to the inclination angle, and may be a horizontal plane that also serves as a block bottom plate. As a plurality of partitioning portions, in addition to plate-like ones, pseudo-stone-like ones may be used, as long as the line connecting the tops is inclined downward while staying at a height lower than the upper edge of the front plate, Small fish and the like can go up the fishway channel by moving to the next section with a high water level while swimming over the partition in order.

前記魚道付き護岸ブロックは、魚道水路の後方が開放されており、傾斜方向の異なる護岸ブロックを載置部に上積した際には上方に位置する護岸ブロックの前面板が魚道水路の後方閉塞板として機能するよう形成することができる。横幅(奥行き)の狭い魚道水路内を仕切板で複数の部屋に区画形成するには製造時の型枠が複雑化する一方、複数個の護岸ブロックを後方にずらしながら上積していく護岸ブロックの特性に鑑みて、上下ブロックの組み合わせによって魚道水路を形成するようにしたのである。   The revetment block with a fishway is open at the rear of the fishway waterway, and when the revetment block with a different inclination direction is stacked on the mounting part, the front plate of the revetment block located above is the rear blocking plate of the fishway waterway Can be formed to function as. Forming a fishway channel with a narrow width (depth) into a plurality of rooms with partition plates complicates the formwork at the time of manufacture, while revetment blocks are stacked while shifting the revetment blocks backward In view of these characteristics, a fishway channel is formed by a combination of upper and lower blocks.

そして、これら魚道付き護岸ブロックにおける平坦な載置部は、有底又は無底の筒状空洞部とすることができ、この場合には、当該筒状空胴部を砕石等の胴込め部として機能させることによって、各護岸ブロック単体としても十分な重量を確保することができる。   And the flat mounting part in these revetment blocks with a fishway can be a bottomed or non-bottomed cylindrical hollow part, and in this case, the said cylindrical cavity part is used as a custody part, such as crushed stone By making it function, a sufficient weight can be secured for each revetment block alone.

また、本発明に係る魚道付き護岸面の構築方法では、前述のような魚道付き護岸ブロックを用いて、傾斜方向の異なるブロックを交互に階段状に上積することによって、前面側につづら折れに連続する魚道水路を形成することとした。例えば、右下がりに傾斜した魚道水路を備えた護岸ブロックを第1ブロックとし、その上に左下がりに傾斜した魚道水路を備えた護岸ブロックを第2ブロックとして積載し、さらにその上に前記第1ブロックと同型の護岸ブロックを第3ブロックとして積載するというように積み重ねると、各護岸ブロックにおける踊り場部を介しながら、つづら折れに連続する魚道水路が形成されるのである。   Moreover, in the construction method of the revetment surface with a fishway according to the present invention, by using the revetment block with a fishway as described above, the blocks having different inclination directions are alternately stacked in a staircase shape so that the front side is folded. A continuous fishway channel was formed. For example, a revetment block having a fishway channel inclined downward to the right is used as a first block, and a revetment block having a fishway channel inclined downward to the left is loaded as a second block. If the same type of revetment block as the block is stacked as a third block, a fishway channel that is continuously folded is formed through the landing section in each revetment block.

本発明に係る魚道付き護岸ブロックによれば、垂直壁をなす前面板内に魚道水路を納めたので、河川等の通水断面中への突出を抑制し、魚道の存在が流水障害となることを防止できる。また、上下方向に積載した護岸ブロック相互間の組み合わせによって魚道水路を形成するようにしたので、1個の護岸ブロックの構造を簡略化することができた。   According to the revetment block with a fishway according to the present invention, the fishway waterway is placed in the front plate that forms a vertical wall, so that the protrusion of the riverway or the like into the water flow section is suppressed, and the presence of the fishway becomes a running-water obstacle. Can be prevented. In addition, since the fishway channel was formed by combining the revetment blocks loaded in the vertical direction, the structure of one revetment block could be simplified.

そして、上下方向に複数個積載する際に機能する平坦な載置部を有底又は無底の筒状空洞部とした場合には、十分な重量と控え長を確保することができるので、水路護岸や護岸護岸として求められる治水機能を維持することができる。   And when a flat mounting part that functions when a plurality of parts are stacked in the vertical direction is a bottomed or non-bottomed cylindrical hollow part, a sufficient weight and a conservative length can be secured. It can maintain the water control function required for revetment and revetment.

また、前記護岸ブロックを用いた本発明に係る魚道付き護岸面の構築方法によれば、護岸高さ、すなわち河川等とこれに注ぎ込む疏水等との間に大きな落差が生じる場合であっても、つづら折れに連続する魚道水路によって、緩傾斜で奥行きの浅い魚道水路を確保することができる。   In addition, according to the method for constructing a revetment surface with a fishway according to the present invention using the revetment block, even when a large drop occurs between the revetment height, i.e., the river and the submerged water poured into it, A fishway canal that has a gentle slope and a shallow depth can be secured by a continuous fishway canal.

以下、図面にもとづいて本発明につき詳細に説明する。図1は本発明に係る魚道付き護岸ブロックの一例を示した斜視図である。この例の魚道付き護岸ブロックは、魚道水路が左上から右下方向へと傾斜するように形成されたタイプであり、垂直壁をなす前面板1と、これに並行に立設された背面板2、そして両部材を連結する右側面板3と左側面板4によって平面視概略長方形状に形成されている。小魚が遡上するための水溜まりを確保するべく、図示されていないが、少なくとも魚道水路部分においては底面板が設けられている。   Hereinafter, the present invention will be described in detail with reference to the drawings. FIG. 1 is a perspective view showing an example of a seawall block with a fishway according to the present invention. The revetment block with a fishway in this example is a type in which the fishway channel is inclined from the upper left to the lower right, and a front plate 1 that forms a vertical wall and a rear plate 2 that is erected in parallel with the front plate 1. The right side plate 3 and the left side plate 4 connecting both members are formed in a substantially rectangular shape in plan view. Although not shown in the figure, a bottom plate is provided at least in the fishway channel portion to secure a water pool for the small fish to go up.

すなわち、前面板1の内側に沿って左から右へと下降傾斜した魚道水路5は、前面板1の上縁11よりも低い高さで、かつ、前面板1から後方に突出するように底面板から立設された2箇所の仕切部6によって3つに区画されている。仕切部6を設ける位置や数は護岸ブロックの形状や大きさに応じて適宜選択されうるが、仕切部6の頂部を前面板1の上縁11よりも低い高さに抑制しておくことによって、上方からの水が仕切部6を超えながら専ら魚道水路5内を流れていくことになる。   In other words, the fishway channel 5 inclined downward from left to right along the inner side of the front plate 1 has a lower height than the upper edge 11 of the front plate 1 and protrudes backward from the front plate 1. It is divided into three parts by two partition portions 6 erected from the face plate. The position and number of the partitioning portions 6 can be appropriately selected according to the shape and size of the revetment block, but by keeping the top of the partitioning portion 6 at a height lower than the upper edge 11 of the front plate 1. The water from above flows exclusively through the fishway channel 5 while exceeding the partition 6.

魚道水路5の上流側(図1では左側)には、踊り場部7が設けられている。この踊り場部7もまた、前記仕切部6によって区画された各部屋部分がそうであるように、小魚が泳いだり休息したりできるように、十分な水溜まりが形成される深さが確保されている。この踊り場部7に対して上積みされた護岸ブロックにおける魚道水路5の下端が接続されることを考慮して、踊り場部7は、護岸ブロックの後方に奥行き深く設けられている。ただし、上積みされた護岸ブロックにおける魚道水路5の横幅を確保した残り後方部分は、胴込用空洞8とされている。   On the upstream side of the fishway waterway 5 (left side in FIG. 1), a landing 7 is provided. This landing part 7 is also secured to a depth that allows a sufficient water pool to be formed so that small fish can swim and rest, as can each room part partitioned by the partition part 6. Yes. Considering that the lower end of the fishway channel 5 in the revetment block stacked on the landing site 7 is connected, the landing site 7 is deeply provided behind the revetment block. However, the remaining rear part which secured the horizontal width of the fishway channel 5 in the piled revetment block is set as a hollow 8 for intrusion.

これらL字形に配置された魚道水路5と踊り場部7そして胴込用空洞8を除く後面部分には、上積みされる護岸ブロックを確実に支持するために、3方向を囲む枠体の上縁によって水平面が確保された載置部9が設けられている。本例の護岸ブロックでは、この載置部9の内側も有底又は無底の筒状空洞部として、砕石等の胴込めに対応している。   In order to reliably support the revetment block to be stacked on the rear surface portion excluding the fishway channel 5, the landing section 7 and the trunk cavity 8 arranged in an L shape, the upper edge of the frame surrounding the three directions is used. A placement portion 9 having a horizontal plane is provided. In the revetment block of the present example, the inside of the placing portion 9 is also a bottomed or bottomless cylindrical hollow portion, which corresponds to the inclusion of crushed stone or the like.

魚道水路5の後方は開放されているが、図1に示した護岸ブロックとは傾斜方向が左右反転した護岸ブロックを上積みした際には、載置部9が後方寄りに設けられていることから、上方に位置することとなる護岸ブロックの前面板が、前記魚道水路5の後方閉塞板として機能することになる。したがって、仕切部6の奥行き長さは、後方閉塞板となる上方の護岸ブロックの前面板1に当接する長さに設定される。   Although the rear of the fishway waterway 5 is open, when the bank block whose inclination direction is reversed horizontally with respect to the bank block shown in FIG. 1 is stacked, the mounting portion 9 is provided on the rear side. The front plate of the revetment block that will be located above functions as a rear blocking plate for the fishway channel 5. Therefore, the depth length of the partition part 6 is set to the length which contacts the front board 1 of the upper revetment block used as a back obstruction | occlusion board.

図2は、前述した護岸ブロックを用いた施工例を示す斜視図であって、魚道水路5の傾斜方向が左右反転したブロックを交互に後方にずらしながら階段状に上積みすることによって、河川等の護岸の前面側において、つづら折れに連続する魚道水路が形成された状態を示している。このように、本発明に係る魚道付き護岸ブロックは、通常の護岸ブロックGの一部分に代替して使用されるものであり、水田Sから連続する疏水Wから導かれた樋管Hの先端に到達する高さにまで積み重ねて設置される。樋管Hの先端は、最上段に位置する護岸ブロックにおける踊り場部7に対して接続されるのが望ましく、これによって、ほとんど落差なく樋管Hと踊り場部7とが接続されることになる。   FIG. 2 is a perspective view showing an example of construction using the above-described revetment block. By stacking blocks in which the inclination direction of the fishway channel 5 is reversed left and right alternately in a staircase pattern, It shows a state where a fishway channel that continues to be folded is formed on the front side of the revetment. Thus, the revetment block with a fishway according to the present invention is used in place of a part of the ordinary revetment block G, and reaches the tip of the dredger pipe H guided from the flooded water W continuous from the paddy field S. It is installed by stacking to the height to be. It is desirable that the tip of the culvert pipe H is connected to the landing section 7 in the revetment block located at the uppermost stage, so that the culvert pipe H and the landing section 7 are connected with almost no drop.

なお、各護岸ブロックは魚道水路の傾斜方向が異なるだけで前後左右のサイズが同じものを用いているが、積み上げた各護岸ブロックにおける背面板同士が連続して垂直壁をなすように、下側ほど奥行きが長く、上側ほど奥行きが短く、奥行きの異なる護岸ブロックを用いることとしてもよい。   In addition, each revetment block uses the same size in the front, rear, left and right, but only the inclination direction of the fishway channel is different. It is also possible to use a revetment block with a longer depth, a shorter depth on the upper side, and a different depth.

図3は、仕切部6として、大きさの異なる擬石を用いた護岸ブロックを積み上げた状態を示す斜視図である。大きさも、形状も異なる擬石を仕切部6として用いたことにより、変化に富んだ魚道水路5が実現する。小さな仕切部6であってもほどよく水溜まりが確保できるように、魚道水路5は断面V字型に形成されている。   FIG. 3 is a perspective view showing a state in which revetment blocks using pseudo stones having different sizes are stacked as the partitioning portion 6. By using the pseudo stones having different sizes and shapes as the partitioning portion 6, the fishway channel 5 rich in change is realized. The fishway channel 5 is formed in a V-shaped cross section so that a water reservoir can be secured even with a small partition 6.

本発明に係る魚道付き護岸ブロックの一例を示した斜視図である。It is the perspective view which showed an example of the revetment block with a fishway concerning this invention. 図1の護岸ブロックの施工状態を示す斜視図である。It is a perspective view which shows the construction state of the bank protection block of FIG. 本発明に係る魚道付き護岸ブロックの別な例を積み上げた状態を示す斜視図である。It is a perspective view which shows the state which piled up another example of the revetment block with a fishway which concerns on this invention.

符号の説明Explanation of symbols

1 前面板
2 背面板
3 右側面板
4 左側面板
5 魚道水路
6 仕切部
7 踊り場部
8 胴込用空洞
9 載置部
DESCRIPTION OF SYMBOLS 1 Front board 2 Back board 3 Right side board 4 Left side board 5 Fishway waterway 6 Partition part 7 Landing part 8 Cavity 9 Placement part

Claims (4)

垂直壁をなす前面板の上縁よりも低い高さで複数設けられた仕切部によって区画されながら前記前面板の内側に沿って左右いずれか一方向に下降傾斜形成される魚道水路と、該魚道水路の上流側において後方に奥行き深く設けられた踊り場部と、これら魚道水路と踊り場部を除く後面部分に設けられた上積み護岸ブロック用の載置部とからなる魚道付き護岸ブロック。 A fishway channel formed by a plurality of partitions provided at a height lower than the upper edge of the front plate forming a vertical wall and inclined downward in either one of the left and right directions along the inner side of the front plate, and the fishway A revetment block with a fishway comprising a landing part deeply provided in the rear on the upstream side of the waterway, and a mounting part for an upper pile revetment block provided on the rear surface portion excluding the fishway waterway and the landing part. 魚道水路の後方が開放されており、傾斜方向の異なる護岸ブロックを載置部に上積した際には上方に位置する護岸ブロックの前面板が魚道水路の後方閉塞板として機能するよう形成してなる請求項1記載の魚道付き護岸ブロック。 The rear side of the fishway channel is open, and when the revetment blocks with different inclination directions are stacked on the mounting part, the front plate of the revetment block located above functions as a rear blockage plate for the fishway channel. The revetment block with a fishway according to claim 1. 平坦な載置部が、有底又は無底の筒状空洞部であることを特徴とする請求項1又は2記載の魚道付き護岸ブロック。 The revetment block with a fishway according to claim 1 or 2, wherein the flat placement portion is a bottomed or bottomless cylindrical hollow portion. 請求項1ないし3いずれか記載の魚道付き護岸ブロックを用い、傾斜方向の異なるブロックを交互に階段状に上積することによって、前面側につづら折れに連続する魚道水路を形成することを特徴とする魚道付き護岸面の構築方法。 Using the revetment block with a fishway according to any one of claims 1 to 3 and alternately stacking blocks having different inclination directions in a staircase shape, a fishway waterway that continues to be folded on the front side is formed. How to build a revetment with a fishway.
JP2006346317A 2006-12-22 2006-12-22 Revetment block with fishway and construction method of revetment surface with fishway using the same Expired - Fee Related JP4758882B2 (en)

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KR20200113562A (en) * 2019-03-25 2020-10-07 삼화건설환경 주식회사 Fish ladder

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KR101854709B1 (en) * 2014-09-25 2018-06-20 민승기 A waterway equipped with a water supply line
CN113068639B (en) * 2021-03-12 2022-12-16 水利部中国科学院水工程生态研究所 Fish traceability study device

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JP2527694B2 (en) * 1993-05-21 1996-08-28 株式会社山辰組 Fish path
JP2951263B2 (en) * 1996-03-21 1999-09-20 和 熊谷 Fishway block
JP3721455B2 (en) * 2002-06-12 2005-11-30 滋賀県 Fish run-up structure and waterway member used therefor

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20200113562A (en) * 2019-03-25 2020-10-07 삼화건설환경 주식회사 Fish ladder
KR102349726B1 (en) * 2019-03-25 2022-01-11 삼화건설환경(주) Fish ladder

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