JP3448659B2 - Fish road - Google Patents

Fish road

Info

Publication number
JP3448659B2
JP3448659B2 JP2000274465A JP2000274465A JP3448659B2 JP 3448659 B2 JP3448659 B2 JP 3448659B2 JP 2000274465 A JP2000274465 A JP 2000274465A JP 2000274465 A JP2000274465 A JP 2000274465A JP 3448659 B2 JP3448659 B2 JP 3448659B2
Authority
JP
Japan
Prior art keywords
water
fishway
water storage
outflow
upstream
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP2000274465A
Other languages
Japanese (ja)
Other versions
JP2002081045A (en
Inventor
司郎 金子
栄司 増田
幸雄 岩田
和三 馬渕
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Yamatatsugumi KK
Original Assignee
Yamatatsugumi KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Yamatatsugumi KK filed Critical Yamatatsugumi KK
Priority to JP2000274465A priority Critical patent/JP3448659B2/en
Publication of JP2002081045A publication Critical patent/JP2002081045A/en
Application granted granted Critical
Publication of JP3448659B2 publication Critical patent/JP3448659B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/60Ecological corridors or buffer zones

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  • Revetment (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、河川の段差部に設
けられた魚道に関する。
TECHNICAL FIELD The present invention relates to a fishway provided on a stepped portion of a river.

【0002】[0002]

【従来の技術】従来の魚道は、河川の段差部の一部に直
線状の傾斜面を形成し、ここに階段状に水制用突起を突
設していた。各段の水制突起の高さはほぼ同じ高さに形
成されており、上流から流下した水が魚道内に均等に流
れるように構成されている。
2. Description of the Related Art In a conventional fishway, a linear inclined surface is formed in a part of a stepped portion of a river, and stair-like projections for projecting water are formed on the inclined surface. The heights of the water control projections in each step are formed to be approximately the same height, and the water that flows down from the upstream flows evenly into the fishway.

【0003】[0003]

【発明が解決しようとする課題】然しながら、上述の構
成においては、次の問題点を有している。 1)魚道の遡上口は河川の一部に形成されているので、
この遡上口の外側を通過した魚は逆戻りしなければ遡上
口に到達することができないので遡上し難い。そこで、
河川の広い範囲に亘り広範囲に遡上口を有する魚道が要
望されている。 2)河川の水位は変動するものであるが、水位が低くな
つた場合、貯水部を越流する水位が低くなり、魚が遡上
し難くなる。 3)魚は水流の緩い部分を選択して遡上するので、河川
の曲線の構造によっては遡上部位が左岸側或いは右岸側
に集中することがある。従来の構造ではこれらの特殊な
環境に十分に適応することができない。
However, the above-mentioned structure has the following problems. 1) As the upstream of the fishway is formed in a part of the river,
It is difficult for fish that have passed the outside of the run-up mouth to reach the run-up mouth without going back. Therefore,
There is a demand for a fishway that has a wide-ranging run-up mouth over a wide range of rivers. 2) The water level of the river fluctuates, but if the water level becomes low, the water level overflowing the reservoir will be low, making it difficult for fish to go up. 3) Since the fish chooses a gentle part of the water flow and goes up, the run-up part may be concentrated on the left bank side or the right bank side depending on the structure of the curve of the river. Conventional structures do not adequately accommodate these special environments.

【0004】本発明は、上記の事情に鑑みてなされたも
ので、その目的は、魚の遡上を容易にし、しかも、河川
の状況に順応できる魚道を提供するにある。
The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a fishway which facilitates the upstream movement of fish and can adapt to the conditions of a river.

【0005】[0005]

【課題を解決するための手段】請求項1の発明は、河川
の段差部に設けられた魚道であって、自然石、擬石、コ
ンクリート等の水制用突起を並設することによって、隣
接する水制用突起の間に流出部を形成するとともに上流
からの水を一時的に貯留する貯水部を形成し、 該貯水
部の複数個を水平方向に並設して魚道の全幅員を覆うと
ともに、水平方向に並設した当該複数個の貯水部群を斜
面に沿って異なる高さで複数段に配設し、これにより、
魚道全体を棚田状に形成したところに特徴を有する。
The invention according to claim 1 is a fishway provided on a stepped portion of a river, which is a natural stone, a pseudo stone,
By arranging water control projections such as
The outflow part is formed between the contacting water-control projections and
To form a reservoir for temporarily storing water from the
When several parts are arranged side by side horizontally to cover the entire width of the fishway
In both cases, the plurality of water storage groups arranged horizontally are
Arranged in multiple steps along the surface at different heights,
The feature is that the whole fishway is formed like a terraced rice field .

【0006】請求項2の発明は、請求項1記載の魚道に
おいて、該魚道は、下流側を指向する前面部と、円弧状
をなして前記段差部に連接する側面部を有し、全体の平
面形状が扇形状に形成されているところに特徴を有す
る。
The invention of claim 2 provides the fishway according to claim 1.
The fishway has an arcuate shape with a front portion that points downstream.
Has a side surface part connected to the step part and
The feature is that the surface shape is formed in a fan shape .

【0007】請求項3の発明は、河川の段差部に設けら
れた魚道であって、河川の段差部に設けられた魚道にお
いて、自然石、擬石、コンクリート等の水制用突起を並
設することによって、隣接する水制用突起の間に流出部
を形成するとともに上流からの水を一時的に貯留する貯
水部を魚道全体を覆うように形成し、該貯水部の複数個
を斜面に沿って複数段に配設して魚道の全幅員を棚田状
に形成されており、その平面形状は、下流側を指向する
前面部と、円弧状をなして前記段差部に連接する側面部
を有し、その平面形状が扇形状に形成されているところ
に特徴を有する。
According to the third aspect of the present invention, there is provided a fishway provided on a stepped portion of a river, wherein the fishway provided on the stepped portion of the river is provided with protrusions for controlling water such as natural stone, pseudo stone, concrete and the like.
By installing the outflow part between the adjacent water control projections
That temporarily forms a reservoir and stores water from the upstream.
A water section is formed so as to cover the entire fishway, and a plurality of water storage sections are formed.
Arranged in multiple stages along the slope, the width of the fishway is terraced
Is formed in a plane shape, and its planar shape is directed to the downstream side.
A front surface portion and a side surface portion which is connected to the step portion in an arc shape.
And is characterized in that its planar shape is formed in a fan shape .

【0008】請求項4の発明は、請求項1〜3のいずれ
かに記載の魚道において、前記貯水部の底面は、流出部
に向けて順次傾斜しているところに特徴を有する。
The invention of claim 4 is any of claims 1 to 3.
In the fishway according to Crab, the bottom surface of the water storage section is an outflow section.
The feature is that it is gradually inclined toward .

【0009】[0009]

【0010】[0010]

【0011】[0011]

【0012】[0012]

【0013】[0013]

【0014】[0014]

【0015】[0015]

【発明の実施の形態】以下、本発明となる第1実施例の
魚道10につき図面を参照して説明する。この魚道10
は、上流側11と下流側12間の段差部を傾斜面で連結
するものであり、上流側11の川底には床固工13が施
工されている。そして魚道10は、上流からの水を一時
貯留する複数の貯水部14が水平方向に並設されて魚道
10の全幅員を覆っている。さらに、これら貯水部14
は魚道10の異なる高さに複数段に配設されて、あたか
も棚田(千枚田)状に配列されている。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, will be explained with reference to the accompanying drawings per fishway 10 of the first embodiment the present onset bright. This fish way 10
Is for connecting the step portion between the upstream 11 and downstream 12 with inclined slope, the riverbed upstream 11 bed solid Engineering 13 is construction. The fishway 10 has a plurality of water storage portions 14 that temporarily store water from the upstream arranged in a horizontal direction to cover the entire width of the fishway 10. Furthermore, these water storage units 14
Are arranged in a plurality of stages at different heights of the fishway 10 and arranged as if they were in a terraced rice field (Senmaida).

【0016】この貯水部14は自然石等の水制用突起1
5から構成されている。隣接する貯水部14の水制用突
起15の高さは、図3に示すようにほぼ同じ高さに並設
されていてもよく、或いは図4に示す水制用突起15
A、水制用突起15B、水制用突起15Cに示すように
高さにずれが生ずるように並設しても良い。また、貯水
部14の深さは、図5に示すように上下の貯水部14の
落差の2倍以下に設定されているさらに、底面には小粒
の自然石が配設されて凹凸状に形成され、その間に間欠
的に中形の自然石が配置されている。これらの自然石は
水制効果を有する。特に中形の自然石はその影が魚類の
休息用に適している。尚、水制用突起15及び底面の凹
凸部は自然石に限らず擬石、コンクリート等で形成して
も良い。
The water storage portion 14 is a water control projection 1 such as a natural stone.
It is composed of 5. The heights of the water control protrusions 15 of the adjacent water storage portions 14 may be substantially parallel to each other as shown in FIG. 3, or the water control protrusions 15 shown in FIG.
As shown by A, the water control projection 15B, and the water control projection 15C, they may be arranged side by side so that the heights thereof are deviated. Further, the depth of the water storage portion 14 is set to be not more than twice the head of the upper and lower water storage portions 14 as shown in FIG. 5. Further, small natural stones are arranged on the bottom surface to form an uneven shape. Natural stones of medium size are arranged intermittently between them. These natural stones have a water control effect. The shadow of medium-sized natural stone is particularly suitable for fish resting. The protrusions 15 for water control and the irregularities on the bottom surface are not limited to natural stones, and may be formed of pseudo stone, concrete, or the like.

【0017】そして、魚道10が下流側12と接する平
面形状は、下流側12を指向する前面部Fと、円弧状を
なして段差部に接続する側面部Gとから構成され扇形状
を呈している。
The planar shape in which the fishway 10 is in contact with the downstream side 12 is a fan shape, which is composed of a front face portion F directed to the downstream side 12 and a side face portion G which is arcuate and is connected to the step portion. There is.

【0018】上流からの水(水位を▽で示す)は各段の
貯水部14で一時貯留されて魚の休息所を提供するとと
もに溢れた水は矢印に示す方向に順次下段の貯水部14
に移動し、最後は魚道10の下端部の全域から下流側に
放出される。
The water from the upstream (the water level is indicated by ▽) is temporarily stored in the water storage section 14 of each stage to provide a resting place for the fish, and the overflowed water is successively stored in the water storage section 14 of the lower stage in the direction indicated by the arrow.
And finally is discharged from the entire lower end portion of the fishway 10 to the downstream side.

【0019】図6は、全面形に適用した第2の実施例の
魚道16を示すものである。魚道10との相違は、前面
部Fのみが存在しているもので、側面は例えば河川の両
岸に連結していても良い。
FIG. 6 shows a fishway 16 of the second embodiment applied to the full-face type. The difference from the fishway 10 is that only the front part F is present, and the side faces may be connected to both banks of the river, for example.

【0020】この魚道10,16によれば、つぎの効果
を奏する。 (1)魚道10の上り口が180度のパノラマ状に形成
されているので、遡上してきた魚類はそのまま上り口か
ら遡上できる。 (2)各段の貯水部14の中には自然石が配置され、そ
の自然石の影は魚類が休息するのに適している。 (3)底面は全体が細かな自然石の凹凸で覆われ、魚道
10底面の流速が減じられ、魚類の遡上に好適な環境を
提供できる。 (4)貯水部14の深さを、上下の貯水部14の落差の
2倍以下に設定したので、土砂は水流により排出され
て、貯水部14内に堆積されることを防止できる。
The fishways 10 and 16 have the following effects. (1) Since the ascending opening of the fishway 10 is formed in a 180-degree panoramic shape, the fish that has run up can be run up from the upway as it is. (2) Natural stones are arranged in the water reservoir 14 at each stage, and the shadows of the natural stones are suitable for fishes to rest. (3) The entire bottom surface is covered with fine irregularities of natural stone, the flow velocity at the bottom of the fishway 10 is reduced, and an environment suitable for fish run-up can be provided. (4) Since the depth of the water storage unit 14 is set to be less than or equal to twice the head of the upper and lower water storage units 14, it is possible to prevent the sediment from being discharged by the water flow and accumulated in the water storage unit 14.

【0021】図7〜図13は第3実施例の魚道20を示
すものである。先ず、図7及び図8において、段差部に
複数段に水制用突起21を配設してそれぞれ貯水部22
を形成している。この貯水部22は1個で魚道20の全
幅員を覆う様に構成されている。この貯水部22には、
所望の位置に流出部23が形成されている。この流出部
23は他の水制用突起21の上端よりも低く、水制用突
起21の上端は流出部23に向けて順次低くなるように
傾斜している。また、貯水部22の底面24も流出部2
3の位置が最も低く設定され、ここに向けで順次低くな
るように傾斜している。また、底面には小粒の自然石が
配設されて凹凸状に形成され、これの間に中形の自然石
が配設されている。
[0021] FIGS. 7 13 illustrates a fishway 20 of the third real施例. First, in FIG. 7 and FIG. 8, the water-controlling projections 21 are arranged in a plurality of steps on the stepped portion and the water storage portions 22 are respectively provided.
Is formed. The single water reservoir 22 is configured to cover the entire width of the fishway 20. In this water storage section 22,
The outflow portion 23 is formed at a desired position. The outflow portion 23 is lower than the upper ends of the other water control projections 21, and the upper ends of the water control projections 21 are inclined toward the outflow portion 23 so as to become gradually lower. In addition, the bottom surface 24 of the water storage section 22 is also the outflow section 2
The position of 3 is set to the lowest position, and it is inclined so that the position becomes lower toward the position. Moreover, small-sized natural stones are arranged on the bottom surface to form an uneven shape, and medium-sized natural stones are arranged between them.

【0022】図9は、流出部25の他の実施例を示すも
ので、この実施例においては、水制用突起21の上端部
に凹陥部を形成し、ここを流出部25としたものであ
る。この実施例においても水制用突起21の上端部はほ
ぼ同じ高さであり、貯水部22の底面24は流出部25
に向けて傾斜している。
FIG. 9 shows another embodiment of the outflow portion 25. In this embodiment, a recessed portion is formed at the upper end of the water control projection 21 and is used as the outflow portion 25. is there. Also in this embodiment, the upper ends of the water control protrusions 21 have substantially the same height, and the bottom surface 24 of the water storage portion 22 has the outflow portion 25.
Is inclined towards.

【0023】図10は、水制用突起21に流出部23又
は流出部25を複数個設けた実施例を示すものである。
FIG. 10 shows an embodiment in which a plurality of outflow portions 23 or 25 are provided on the water control projection 21.

【0024】尚、流出部は、上記構成に限らず、例え
ば、自然石を並設して水制用突起21を形成した場合
に、隣接する自然石の間に発生した窪みであっても良
い。
The outflow portion is not limited to the above-mentioned structure, and may be, for example, a recess formed between adjacent natural stones when the water control projections 21 are formed by arranging the natural stones in parallel. .

【0025】上記魚道20においては、水量が多い場合
には、貯水部22よりも水位が上昇するので、水制用突
起21を越えて全ての方向に向けて流れが形成されるの
で、第1の実施例と同様に魚類は魚道20の下端の全域
から遡上できる。
In the fishway 20, when the amount of water is large, the water level rises above the water storage portion 22, so that a flow is formed in all directions beyond the water control projections 21. Similar to the embodiment described above, the fish can run upstream from the entire lower end of the fishway 20.

【0026】水量が減少したときは水位が低下する。そ
して、水位に応じて図8〜図10に示すように流出部2
3又は流出部25を中心に幅Wの範囲から下段の貯水部
22へ移動する。そこで、各段の貯水部22の流出部2
5の位置を適宜に選択すれば、図11〜図13に矢印で
示すように水の流れを、適宜の方向に誘導することがで
き、所望の位置に水を集めて魚類の遡上を容易にするこ
とができる。
When the amount of water decreases, the water level decreases. And according to the water level, as shown in FIGS.
3 or the outflow part 25 as a center, and moves from the range of the width W to the water storage part 22 in the lower stage. Therefore, the outflow part 2 of the water storage part 22 of each stage
If the position of 5 is properly selected, the flow of water can be guided in an appropriate direction as shown by an arrow in FIGS. 11 to 13, and the water can be collected at a desired position to easily run the fish. Can be

【0027】図14〜図16は、この流出部23又は流
出部25を魚道10に適用した第4の実施例を示すもの
である。これらの実施例においては、流出部23又は流
出部25を適宜に選択することにより、水量の少ない場
合でも所望の遡上路を確保することができ、しかも、水
量をこの遡上路に集中できるので、魚類の遡上が容易に
できる。
14 to 16 show a fourth embodiment in which the outflow portion 23 or the outflow portion 25 is applied to the fishway 10. In these examples, by appropriately selecting the outflow part 23 or the outflow part 25, it is possible to secure a desired upstream path even when the amount of water is small, and moreover, since the amount of water can be concentrated in this upstream path, Easy to run fish.

【0028】上記した第3及び第4の実施例によれば、
つぎの効果を奏する。 (1)魚道10の上り口が180度のパノラマ状に形成
されているので、遡上してきた魚類はそのまま上り口か
ら遡上できる。 (2)貯水部14,22に、魚道の中心線に沿った位置
に限らずこれと交差する位置に流出部23又は流出部2
5を設けたので、これらの位置を適宜に選択することに
より、水量の少ない場合でも所望の遡上路を確保するこ
とができ、しかも、水量をこの遡上路に集中できるの
で、魚類の遡上が容易にできる。
According to the above-mentioned third and fourth embodiments,
It has the following effects. (1) Since the ascending opening of the fishway 10 is formed in a 180-degree panoramic shape, the fish that has run up can be run up from the upway as it is. (2) The outflow portion 23 or the outflow portion 2 is not limited to a position along the center line of the fishway in the water storage portions 14 and 22, but at a position intersecting with the position.
Since 5 is provided, by appropriately selecting these positions, it is possible to secure a desired upstream route even when the water amount is small, and moreover, since the water amount can be concentrated on this upstream route, the fish upstream You can easily.

【0029】この本願に対して、従来の階段式魚道例え
ば「アイスハーバー式」「デニール式」においては、流
出部を設ける位置は水制用突起の端部或いは中心部であ
り、上流からの水は魚道の中心線に沿って平行に流下さ
せる構造であったため、流下する水を中心線に対して横
断方向へは流下させることはできない。 (3)水制用突起15,21を傾斜させたので、水量が
少ない場合でも水は広い範囲Wから流下するので、流速
を減少させることができ、魚類の遡上が容易である。ま
た、貯水部22の底面を傾斜させたので、水が容易に流
出部23又は流出部25に集中される。 (4)各段の貯水部14、22の底面は全体が細かな自
然石の凹凸で覆われ、魚道10底面の流速が減じられ、
魚類の遡上に好適な環境を提供できる。 (5)細かな凹凸は蟹や亀が爪をかけることができるた
め、流れに押し流されることがなく、確実に遡上でき
る。また、中形の自然石の影は魚類が休息するのに適し
ている。 6)貯水部14の配置が棚田状であるので、周囲の自然
環境に適応できる。
In contrast to the present application, in the conventional staircase type fishway, for example, "ice harbor type" and "denier type", the position where the outflow portion is provided is the end portion or the central portion of the water control projection, and the water from the upstream side is provided. Has a structure that allows water to flow down in parallel to the center line of the fishway, so the water that flows down cannot flow down in a direction transverse to the center line. (3) Since the water control projections 15 and 21 are inclined, water flows down from a wide range W even when the amount of water is small, so that the flow velocity can be reduced and fish can easily run up. Further, since the bottom surface of the water storage section 22 is inclined, water is easily concentrated in the outflow section 23 or the outflow section 25. (4) The bottoms of the water reservoirs 14 and 22 at each stage are entirely covered with fine irregularities of natural stone, reducing the flow velocity at the bottom of the fishway 10.
It is possible to provide an environment suitable for fish run-up. (5) Since fine claws can be clawed by crabs and turtles, they can be reliably run up without being swept away by the flow. Also, the shadow of the medium-sized natural stone is suitable for fish resting. 6) Since the water reservoir 14 is arranged in a terraced rice field, it can be adapted to the surrounding natural environment.

【0030】図17は第5の実施例の魚道30である。
この魚道30は、斜面に沿って複数段に水制用突起15
を配設し、この水制用突起15により各段に貯水部14
を形成している。そして、上段部の水制用突起15の高
さを上流部の河底即ち床固工13よりも高く(H>0)
設定している。
FIG. 17 shows a fishway 30 according to the fifth embodiment .
The fishway 30 has a plurality of water-control projections 15 along the slope.
The water-controlling projections 15 are provided on each stage to store the water 14
Is formed. Then, the height of the water control projections 15 in the upper part is set higher than that of the riverbed in the upstream part, that is, the floor construction 13 (H> 0).
It is set.

【0031】従来の魚道においては、図18に示すよう
に、水制用突起の高さは何れも上流部の河底(床固工1
3)よりも低く設定されている。この構造においては、
流れる水は、斜面にかかると加速されて流速が大とな
り、水深が減少してしまうという現象がある。魚類は、
A点の貯水部14Aまで遡上するが上流まで一気に遡上
できず、ここで休息した後、一呼吸おいてから遡上する
ことが観察されている。
In the conventional fishway, as shown in FIG. 18, the heights of the water control projections are all at the upstream riverbed (floor fixing 1
It is set lower than 3). In this structure,
There is a phenomenon that the flowing water is accelerated when it hits a slope, the flow velocity is increased, and the water depth is reduced. Fish
It is observed that the water goes up to the water storage section 14A at the point A, but it cannot go up to the upstream at once, and after taking a rest here, after one breath, it goes up.

【0032】然しながら、この魚道30においては、上
段部の水制用突起15Hの高さを上流部の河底よりも高
く設定したので、いわゆる堰上げ現象を起こして流速が
減じて流れが穏やかになり、しかも水深が確保される。
従って、水制用突起15の下まで遡上した魚は、一気に
上流まで遡上する。この現象は、出願人が行った魚道の
実験において既に確認しているところである。
However, in this fishway 30, since the height of the water control projections 15H in the upper part is set higher than that in the riverbed in the upstream part, so-called weiring phenomenon occurs and the flow velocity decreases and the flow becomes gentle. And the water depth is secured.
Therefore, the fish that has run up to the bottom of the water control projections 15 run up to the upstream at once. This phenomenon has already been confirmed in the fishway experiment conducted by the applicant.

【0033】この第5の実施例の魚道30においては、
魚道30の上端における水の流速を減少し、水深を確保
することができるので、魚類の遡上を著しく容易になし
得るという優れた効果を奏するものである。
In the fishway 30 of the fifth embodiment,
Since the flow velocity of water at the upper end of the fishway 30 can be reduced and the depth of the water can be secured, it has an excellent effect that the fish can run up easily.

【0034】[0034]

【発明の効果】本発明によると、上流からの水を一時貯
留する複数の貯水部を水平方向に並設して前記魚道の全
幅員を覆うと共に、これら貯水部群を異なる高さに複数
段に配設したので、魚類の遡上入口を魚道の下端部全域
に拡げることができ、魚類の遡上を著しく容易になし得
る。また、土砂の堆積を防止できるという効果を奏する
ものである。
According to the present invention, together with and juxtaposed a plurality of water storage portion for storing water from the upper stream temporarily horizontally cover the entire width of the fish ladder, a plurality of these reservoir groups at different heights Since the fish is arranged in steps, the fish run-up entrance can be spread over the entire lower end portion of the fishway, and the fish run-up can be remarkably facilitated. In addition, it also has the effect of preventing sedimentation.

【0035】また、本発明によると、河川の段差部に設
けられ斜面に沿って複数段に水制用突起を配設し該水制
用突起により貯水部を形成する魚道において、前記貯水
部に、他の水制用突起よりも低い流出部を形成し、上流
からの水を所定の方向へ流下させるようにしたので、水
量の少ないときでも遡上路及び水深を確保できるという
優れた効果を奏するものである。また、水制用突起を傾
斜させたので、水量が少ない場合でも水は広い範囲から
流下し、流速を減少させることができ、魚類の遡上が容
易であり、土砂の堆積を防止できるという効果を奏する
ものである。
Further , according to the present invention, in the fishway in which the water control projections are provided in a plurality of steps along the slope provided in the stepped portion of the river and the water control projections form the water storage section, the water storage section is provided. By forming an outflow portion that is lower than other water control projections and allowing the water from the upstream to flow down in a predetermined direction, it is possible to secure an upstream passage and a water depth even when the amount of water is small. It is a thing. Also, because the water control projections are inclined, water can flow down from a wide range even when the amount of water is small, the flow velocity can be reduced, fish can easily run up, and sediment accumulation can be prevented. Is played.

【0036】さらに、本発明によると、河川の段差部に
設けられ斜面に沿って複数段に水制用突起を配設した魚
道において、上段部の水制用突起の高さを上流部の河底
よりも高く設定したので、魚道の上端における水の流速
を減少し、水深を確保することができるので、魚類の遡
上を著しく容易になし得るという優れた効果を奏するも
のである。
Further, according to the present invention, in a fishway provided at a stepped portion of a river and having a plurality of water-control projections along the slope, the height of the water-control projections in the upper step is set to the upstream water level. Since it is set higher than the bottom, the flow velocity of water at the upper end of the fishway can be reduced and the depth of the water can be secured, so that an excellent effect that the fish can be run up remarkably easily is exhibited.

【図面の簡単な説明】[Brief description of drawings]

【図1】 第1の実施例の平面図である。FIG. 1 is a plan view of a first embodiment.

【図2】 縦断側面図である。FIG. 2 is a vertical sectional side view.

【図3】 水制用突起の配列を示す正面図である。FIG. 3 is a front view showing an arrangement of projections for water control.

【図4】 水制用突起の異なる配列を示す正面図であ
る。
FIG. 4 is a front view showing a different arrangement of the water control protrusions.

【図5】 貯水部の縦断側面図である。FIG. 5 is a vertical sectional side view of a water storage section.

【図6】 第2の実施例の平面図である。FIG. 6 is a plan view of the second embodiment.

【図7】 第3の実施例の平面図である。FIG. 7 is a plan view of the third embodiment.

【図8】 貯水部を展開して示す第1の状態の正面図で
ある。
FIG. 8 is a front view of a first state in which the water storage section is expanded and shown.

【図9】 貯水部を展開して示す第2の状態の正面図で
ある。
FIG. 9 is a front view of a second state in which the water storage section is expanded and shown.

【図10】貯水部を展開して示す第3の状態の正面図で
ある。
FIG. 10 is a front view of a third state in which the water storage portion is expanded and shown.

【図11】 水量が少ない場合の流れの状態を示す第1
の説明図である。
FIG. 11 is a first diagram showing a flow state when the amount of water is small.
FIG.

【図12】 水量が少ない場合の流れの状態を示す第2
の説明図である。
FIG. 12 is a second view showing a flow state when the amount of water is small.
FIG.

【図13】 水量が少ない場合の流れの状態を示す第3
の説明図である。
FIG. 13 is a third view showing a flow state when the amount of water is small.
FIG.

【図14】 第4の実施例において水量が少ない場合の
流れの状態を示す第1の説明図である。
FIG. 14 is a first explanatory diagram showing a flow state when the amount of water is small in the fourth embodiment.

【図15】 水量が少ない場合の流れの状態を示す第2
の説明図である。
FIG. 15 is a second diagram showing a flow state when the amount of water is small.
FIG.

【図16】 水量が少ない場合の流れの状態を示す第3
の説明図である。
FIG. 16 is a third view showing a flow state when the amount of water is small.
FIG.

【図17】 第5の実施例の縦断側面図である。FIG. 17 is a vertical sectional side view of the fifth embodiment.

【図18】 従来の魚道の縦断側面図である。FIG. 18 is a vertical sectional side view of a conventional fishway.

【符号の説明】[Explanation of symbols]

10 魚道 11 上流側 12 下流側 13 床固工 14 貯水部 15 水制用突起 16 魚道 20 魚道 21 水制用突起 22 貯水部 23 流出部 24 底面 25 流出部 30 魚道 10 fishways 11 upstream 12 Downstream 13 floor solidification 14 water storage 15 Water control protrusion 16 fishways 20 fishways 21 Protrusion for flood control 22 Water storage 23 Outflow section 24 Bottom 25 Outflow part 30 fishways

───────────────────────────────────────────────────── フロントページの続き (72)発明者 増田 栄司 岐阜県岐阜市忠節町5−1 建設省木曽 川上流工事事務所内 (72)発明者 岩田 幸雄 岐阜県岐阜市忠節町5−1 建設省木曽 川上流工事事務所内 (72)発明者 馬渕 和三 岐阜県揖斐郡大野町大字稲畑203番地の 4 (56)参考文献 特許2704210(JP,B2) 特許2589654(JP,B2) 実用新案登録2533698(JP,Y2) (58)調査した分野(Int.Cl.7,DB名) E02B 8/08 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Eiji Masuda, Eiji Masuda, 5-1 Tadetsu-cho, Gifu-shi, Gifu Inside the Kiso River Upstream Construction Office, Ministry of Construction (72) Inventor, Yukio Iwata, 5-1 Tadetsu-cho, Gifu, Gifu Prefecture Kiso, Ministry of Construction In the upstream office (72) Inventor, Kazumi Mabuchi, No. 4 Inabata, 203, Ono-cho, Ibi-gun, Gifu Prefecture 4 (56) References Patent 2704210 (JP, B2) Patent 2589654 (JP, B2) Utility model registration 2533698 (JP) , Y2) (58) Fields investigated (Int.Cl. 7 , DB name) E02B 8/08

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】河川の段差部に設けられた魚道において、自然石、擬石、コンクリート等の水制用突起を並設する
ことによって、隣接する水制用突起の間に流出部を形成
するとともに上流からの水を一時的に貯留する貯水部を
形成し、 該貯水部の複数個を水平方向に並設して魚道の全幅員を
覆うとともに、水平方向に並設した当該複数個の貯水部
群を斜面に沿って異なる高さで複数段に配設し、これに
より、魚道全体を棚田状に形成した ことを特徴とする魚
道。
1. A projection for water control such as natural stone, pseudo stone, concrete, etc. is provided in parallel in a fishway provided on a stepped portion of a river.
This creates an outflow between the adjacent water control protrusions.
And the water storage section that temporarily stores the water from the upstream
Form a plurality of water reservoirs in a horizontal direction so that the entire width of the fishway is formed.
The plurality of water storage units that cover and are arranged side by side in the horizontal direction
Arrange groups in multiple stages along the slope at different heights,
In addition, the fishway is characterized by forming the entire fishway into a terraced rice field .
【請求項2】前記魚道は、下流側を指向する前面部と、
円弧状をなして前記段差部に連接する側面部を有し、全
体の平面形状が扇形状に形成されていることを特徴とす
る請求項1記載の魚道。
2. The fishway includes a front surface portion directed toward a downstream side,
It has an arc-shaped side surface that connects to the step,
The planar shape of the body is formed into a fan shape.
The fish path according to claim 1.
【請求項3】河川の段差部に設けられた魚道において、自然石、擬石、コンクリート等の水制用突起を並設する
ことによって、隣接する水制用突起の間に流出部を形成
するとともに上流からの水を一時的に貯留する貯水部を
魚道の全幅員を覆うように形成し、 該貯水部の複数個を斜面に沿って複数段に配設して魚道
全体を棚田状に形成されており、 その平面形状は、下流側を指向する前面部と、円弧状を
なして前記段差部に連接する側面部を有し、その平面形
状が扇形状に形成されていることを特徴とする魚道。
3. A fishway provided on a stepped portion of a river, in which water-control projections such as natural stone, pseudo stone, concrete, etc. are provided in parallel.
This creates an outflow between the adjacent water control protrusions.
And the water storage section that temporarily stores the water from the upstream
The fishway is formed so as to cover the entire width of the fishway, and a plurality of the water storage portions are arranged in a plurality of steps along the slope.
The whole is formed in a terraced field, and its planar shape is an arc shape with the front part that points to the downstream side.
However, it has a side surface portion that is connected to the step portion,
The fishway is characterized by the shape of a fan.
【請求項4】前記貯水部の底面は、流出部に向けて順次
傾斜していることを特徴とする請求項1〜3のいずれか
に記載の魚道。
4. The bottom surface of the water storage section is arranged in sequence toward the outflow section.
It inclines and any one of Claims 1-3 characterized by the above-mentioned.
The fish path described in.
JP2000274465A 2000-09-11 2000-09-11 Fish road Expired - Lifetime JP3448659B2 (en)

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JP4891723B2 (en) * 2006-09-29 2012-03-07 株式会社不動テトラ Fishway construction method and fishway block
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