JPH07150598A - River surface flowing water intake construction method by combining fishway - Google Patents

River surface flowing water intake construction method by combining fishway

Info

Publication number
JPH07150598A
JPH07150598A JP5338826A JP33882693A JPH07150598A JP H07150598 A JPH07150598 A JP H07150598A JP 5338826 A JP5338826 A JP 5338826A JP 33882693 A JP33882693 A JP 33882693A JP H07150598 A JPH07150598 A JP H07150598A
Authority
JP
Japan
Prior art keywords
water
river
fish
headrace
conduit
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.)
Granted
Application number
JP5338826A
Other languages
Japanese (ja)
Other versions
JP2567342B2 (en
Inventor
Yasuhiko Yokoyama
靖彦 横山
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.)
SANSUI KIKAI KK
YAMASAN KK
Original Assignee
SANSUI KIKAI KK
YAMASAN 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 SANSUI KIKAI KK, YAMASAN KK filed Critical SANSUI KIKAI KK
Priority to JP5338826A priority Critical patent/JP2567342B2/en
Publication of JPH07150598A publication Critical patent/JPH07150598A/en
Application granted granted Critical
Publication of JP2567342B2 publication Critical patent/JP2567342B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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

Abstract

PURPOSE:To maintain and control a coduit to help going-upstream of fish by forming the conduit by arranging a water intake apron on the upstream side of a floor stopper, forming a part of the floor stopper as a notch and forming the just downstream of the conduit as double side vertical walls, and constructing a box-shaped stair fishway on which partition walls are arrange at constant intervals in the flowing direction. CONSTITUTION:A water intake apron 12 is embedded on the upstream side of a floor stopper 11 insulated from a bulkhead foundation 3, and natural stones are embedded in concrete, and a part is projected from a riverbed, and the natural stones are arranged so that a part is projected from the riverbed at an angle close to 45 degrees. A deep water is formed by projecting stones from a wall of a conduit, and a change is given to a flow to help going- upstream of fish. The downstream side of the conduit is squeezed to about 1/2 of a width of the conduit, and a fold is added at an angle close to 45 degrees, and a water level of the conduit is held. The downstream side of the floor stopper 11 is formed as a protective floor 1 by packing rubble 18 in a gentle slope in a range of the downstream floor stopper 18 so as to become lower than the bottom of the conduit. The downstream side of the conduit is formed as a recessed water channel, and is dammed up by using stones at constant intervals, and water is kept, and a box-shaped stair fishway in which water overflows in stages is formed.

Description

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

【0001】[0001]

【産業上の利用分野】河川の流水を農業用水等に利用す
るには河川を固定堰、可動堰等により堰上げて堤内地に
自然導水勾配より経済的に利用されていた。固定堰、可
動堰の設置に際して旧来も栽培漁業権のある箇所には魚
の遡上を助成する目的で魚道の設置がなされていた。今
日河川改修の方法が堤内地盤より掘り下げる掘込み河道
計画により実施され、固定堰を撤去し代替え用水施設が
求められる。河川改修は護岸により強固な構造であるが
魚や生物の棲む場所として自然環境に与える影響が大き
く、今日では栽培漁業権のあるなしに関わらず、また落
差の大小に関わらず、用水施設を設ける場合に魚道の設
置を配慮する必要がある。ポンプアップ取水を行う場
合、取水方法は河川表流水取水に制約されつつあり、床
止め工の上流側に取水水叩き工により導水路を構築し、
流水の掃流作用を利用して下流に土砂を流しつつ取水す
るものであり、床止め工の下流側の落差工水叩き工を工
夫して導水路と魚道を組み合わせて魚の遡上や流下を助
け、また景観および自然環境を守る河川表流水取水工法
が求められ、さらに治水上洪水時に悪影響がない床止め
工を合わせて開発する必要が生ずるに至った。
[Industrial field of application] In order to use the running water of a river for agricultural water, the river was dammed up by a fixed weir, a movable weir, etc., and it was economically used on the land inside the embankment due to a natural water transfer gradient. At the time of installing fixed and movable weirs, fishways have been installed in places where there is a right to cultivate and fishery for the purpose of assisting fish upstream. Today, the method of river rehabilitation is implemented by the excavation channel plan, which is dug down from the ground in the embankment, and the fixed weir is removed and an alternative water facility is required. Although river rehabilitation has a stronger structure due to revetment, it has a large impact on the natural environment as a habitat for fish and organisms, and today there is no need to cultivate and fishery rights, or if there is a water facility regardless of the size of the head. It is necessary to consider the installation of fishways. When performing pump-up water intake, the water intake method is being restricted to river surface water intake, and a water conduit is constructed by intake water tapping on the upstream side of the floor stop,
It uses the scavenging action of running water to take in water while allowing sediment to flow downstream, and by devising a drop work water tapping work on the downstream side of a floor stop to combine runways and fishways to run up and down the fish. There was a need for river surface water intake methods to help and protect the landscape and the natural environment, and it became necessary to develop floor stop systems that would not adversely affect flood control floods.

【0002】[0002]

【従来の技術】従来、河川を可動堰、水門等により堰上
げて用水を利用する場合、河川の河幅を拡幅して魚道と
して階段水路を設け、常に流水を優先して流し魚の遡上
を助成していた。床止め工「落差工」の場合、落差工水
叩きの上に魚道を設置し、魚道の下流は一般的に水叩き
が平滑で水深が浅くて流速が速く、魚の遡上には魚種に
よっては不可能であった。また中小河川で小規模な床止
め工「落差工」では一般的に魚道は設置されていなかっ
た実情であり、今日では河川改修も環境と景観が重要視
され、河川規模に関係なく自然環境を守る趣旨により、
維持用水の放流と魚や生物に優しい魚道の必要性が問わ
れている情勢である。中小河川では水量が少なく、河川
取水施設と魚道の水量配分と河川工作物との関連もあ
り、取水施設と融和する新規なる魚道を作る必要があ
り、今後は利水と自然環境、地域との調和および景観が
大きなテーマである。ポンプアップ及び自然取水の取水
口として河川表流水取水工法については、発明者が既に
特許第923240号及び特許第923241号等によ
り河況に応じた取水工法を発明考案し、また鋭意改良工
夫を施してきた次第である。河川取水では今日、固定堰
による堰上げは構造令により不可能であり、基本的には
河床に堀込みをした導水路より集水しポンプアップとな
る。取水水叩き工に導水路を設けて取水する場合、土砂
と流芥の処理が管理上問題であり、床止め工「落差工」
と落差工の水叩きによる掃流作用を生かすことが一番大
切である。小規模河川では水量が少ないので流水作用が
小さく期待できないため、床止め工の下流に導水路深さ
以上の落差工が必要条件となる。従って落差工には洗掘
防止を目的に水叩き工設置が条件で、旧来は平滑な水叩
き工で河川流量が少ない場合には魚道を設けても、浅い
水深と流速が速く魚や生物の遡上や流下が難しい状況で
あった。関連する出願としては発明者が「特開平5−2
47916号」による『小規模落差工を組合せた河道内
の導水路』があり、本案も魚や生物に優しいものであ
り、河川改修における床止め工の設置工法と合わせてよ
り優れた魚道を組み合わせる必要がある。
2. Description of the Related Art Conventionally, when water is used by weaving a river with movable weirs, sluices, etc., the width of the river is widened to provide a stairway as a fishway, and the running water is always prioritized to run the fish upstream. It was subsidized. In the case of the floor stopper "drop work", a fish path is installed on the water tap, and the downstream of the fish path is generally smooth and has a shallow water depth and a high flow velocity. Was impossible. In addition, in the small-scale floor stop construction "drop head construction" for small and medium rivers, fishways were not generally installed. Today, river improvement is also important for the environment and landscape, and the natural environment is maintained regardless of the scale of the river. Depending on the purpose of protection,
In this situation, the need to release maintenance water and fishways that are friendly to fish and living creatures is being questioned. In small and medium-sized rivers, the amount of water is small, and there is a relationship between the water intake of the river and the distribution of water between the fishway and the river structure, so it is necessary to create a new fishway that integrates with the water intake facility. And landscape is a big theme. Regarding the river surface water intake method for pumping up and natural intake, the inventor has already invented the intake method according to the river conditions by the patent No. 923240 and the patent No. 923241, etc. It's up to you. In river water intake, weirs by fixed weirs are not possible today due to structural regulations, and basically, water is collected from a headrace channel dug in the riverbed and pumped up. When water intake is provided by introducing a water conduit into the tapping machine, the treatment of earth and sand and waste is a management problem, and the floor stop work "Slope work"
And it is most important to make use of the scavenging action by hitting the water with the head drop. Since the amount of water is small in small-scale rivers and the effect of running water is small and cannot be expected, it is necessary to construct a head drop downstream of the floor stop more than the depth of the headrace. Therefore, it is necessary to install a water hammer for the purpose of scouring to prevent scouring. Traditionally, even if a fish path was provided with a smooth water hammer and the river flow was small, even if a shallow water depth and flow velocity were fast It was difficult to get up and down. As a related application, the inventor described in Japanese Patent Application Laid-Open No. 5-2
"No. 47916""Conducting a channel in a river with a combination of small-scale heads", and this plan is also friendly to fish and organisms. It is necessary to combine a better fishway with the construction method of floor stoppers for river improvement. There is.

【0003】[0003]

【発明が解決しようとする課題】河川の表流水取水に関
して、発明者が「特許第923240号,特許第923
241号」等により河床の洗掘領域、みお筋に取水水叩
き工を設けて導水路を構築し、流水の作用により土砂を
掃流して表流水取水弁を突出させ、円筒に格子形のスク
リーンを開口して取水、流水は円筒の中心に設けられた
上向きのベルマウスにより流れは一旦上向きとなり、次
に180度反転して取水することと成る。当初は土砂の
流入を避ける構造で開発し数多くの実施物件を追跡した
ところ、導水路には鮎等の棲みつきが確認され、用水路
に魚類はポンプアップされなかった。一般的に魚類は鉛
直方向の流速に比べ水平方向の流速変化に敏感で、流速
が変わる場所に来ると、その場所で退避行動を起こすも
のである。本工法は魚に対して優しい取水であるが、河
道計画で落差工の無いところでは何等問題の少ない取水
工法であった。河川も種々あって河道計画により勾配を
緩やかにする手法として床止め工「落差工」が用いら
れ、河川表流水取水では落差と下流側に設ける落差工水
叩きにより流水の落下と掃流効果により導水路の維持が
非常に便利となり、また落差工の上流で取水の水頭差が
少なく省電力の効果をもたらす。問題は床止め工「落差
工」の設置は魚に対して人間が作った障壁である。旧来
から設けられている階段箱形魚道はある種の魚は遡上し
ても、全ての魚や生物を対象にして未だ調査は継続され
てをり究明されていない実情である。現在魚道について
も新しいものが提案されつつあり、床止め工「落差工」
設置手法を旧来の床止め工の設計指針と改め、新しい設
計思想に近付けて河床幅を拡幅しない緩やかに摺り付け
て成る落差工を基本に、取水水叩き工、床止め工、落差
工、下流側の護床工等を工夫し、全ての魚や生物に優し
い魚道を組合わせて実施するものである。河川流量の豊
富な河川では魚や生物に水に関して支障はないが、中小
規模の河川では渇水も間間起こり得るので、渇水期にも
水を保つ配慮が必要である。床止め工の下流側はスロー
プであっても水溜りや下流に人工的な淵を設けて自然環
境を積極的に構築して『多自然河川』または『近自然河
川』の思想を継承する必要がある。
With regard to surface water intake from rivers, the inventor has proposed "Patent No. 923240, Patent No. 923".
No. 241, etc., to construct a headrace by installing intake water taps in the scouring area of the riverbed and Mio-suji, and sweeping away the earth and sand by the action of running water to make the surface water intake valve project, and a cylindrical grid-shaped screen. The water will be taken in by opening and the flowing water will be once turned upward by the upward bell mouth provided at the center of the cylinder, and then the water will be reversed by 180 degrees and taken. Initially, we developed a structure that avoids the inflow of sediment, and traced a number of implemented properties. As a result, it was confirmed that ayu and other fish were inhabited in the headrace, and fish were not pumped up in the canal. In general, fish are more sensitive to changes in the horizontal flow velocity than the vertical flow velocity, and when they come to a place where the flow velocity changes, they evacuate. Although this method is water intake that is gentle to fish, it was a water intake method with few problems where there is no head construction in the river channel plan. There are various rivers, and floor stop work "falling" is used as a method to make the slope gentle according to the river channel plan. In the case of river surface water intake, there is a drop and a fall construction provided downstream The maintenance of the headrace becomes very convenient, and the head difference of the intake water is small upstream of the drop construction, resulting in the power saving effect. The problem is that the installation of the floor stopper "Okazaku" is a barrier made by humans against fish. The staircase box-shaped fishway, which has been established for a long time, is a fact that even if some kinds of fish run upstream, all fish and creatures are still being investigated and not yet investigated. Currently, a new fish path is being proposed, and the floor stopper "Okadako"
The installation method has been revised to the design guideline of the old floor stop work, and it is based on the drop work that is gradually slid without approaching the new design concept and widening the river bed width, based on the intake water tapping work, floor stop work, drop work, downstream It will be carried out by devising a side wall protection system and combining fishways that are kind to all fish and creatures. In rivers with abundant river flow, there is no obstacle to water for fish and organisms, but in small and medium-sized rivers, drought may occur for a short period of time, so it is necessary to keep water during the drought season. Even if there is a slope on the downstream side of the floor stop, it is necessary to establish a water pool and an artificial pool on the downstream side to actively construct a natural environment and inherit the idea of "multi-natural river" or "near natural river". There is.

【0004】[0004]

【課題を解決するための手段】中小河川では流域が小さ
く降雨時に流量は急速に増え、逆に晴天時には水量は少
なく、河川の流水による作用を期待したものは維持が難
しい実情であり、自然に逆らわず取水水叩き工の下流側
を床止め工「落差工」と組み合わせ、導水路底以上の高
低があれば流水が少なくても導水路は維持されるもので
ある。次に河川治水の面から旧来の落差工の設置指針は
河床幅の拡幅が条件である。流水の流れは拡幅と縮小に
より上下の流れが生じ、構造物としては頑丈なものを求
め、用地も拡幅分が必要であった。近来は世を上げて環
境問題が提起され、本当に自然のままでの河川改修が求
められ、治水の安全性と利水の便利性を求めると共に自
然への復元が必要である。そこで河川を利用して取水す
る場合には、魚や生物に優しい取水設備が必要であり、
河川の状況に適した魚道の組合わせが不可欠であり、次
に利水と維持用水との分配方法が生じてくる。導水路と
魚道を直線的に配置することにより魚道に放流しつつ取
水が可能となる。次に取水設備も機能を求めると共に地
域や街の自然に調和する必要があり、河川に存在する種
々の素材を生かして景観的にも、また同時に魚や生物に
優しい構造物を構築することも必要である。
[Means for Solving the Problems] In small and medium-sized rivers, the basin is small and the flow rate increases rapidly during rainfall. On the contrary, the amount of water is small when it is sunny, and it is difficult to maintain what is expected to be affected by running water in the river. The headrace can be maintained even if there is little running water if there is a height above the bottom of the headrace, by combining the downstream side of the intake tapping with the floor stop "heading" without going against it. Next, from the viewpoint of river flood control, the guideline for installation of the traditional drop construction is the widening of the river bed width. The flow of running water flows up and down due to widening and contraction, and a strong structure was required, and the site needed to be widened. In recent years, environmental problems have been raised, environmental issues have been raised, rivers need to be renovated in their natural state, and the safety of flood control and the convenience of water use must be sought and restoration to nature is necessary. Therefore, when using the river to take in water, it is necessary to have an intake facility that is kind to fish and living things.
It is indispensable to combine fishways suitable for river conditions, and then the method of distribution between water use and maintenance water will occur. By arranging the headrace and the fishway in a straight line, it is possible to take water while discharging it to the fishway. Next, it is necessary for the water intake facility to have a function and to be in harmony with the nature of the region and the city. It is also necessary to make use of various materials existing in the river to construct a structure that is both landscape and at the same time friendly to fish and living things. Is.

【0005】[0005]

【作用】本発明の特許請求の範囲の各請求項について、
その工法と作用を説明する。 (1)請求項1について 床止め工の上流側に取水水叩き工を設けて導水路を形成
し、床止め工の一部を切り欠き導水路底深さ以上の落差
工とし、落差工水叩き工に導水路直下流に両側の壁を床
止め工の高さより一段高くして階段式魚道を組合わせ、
常時一段目の仕切壁に設ける切り欠き高さを取水水叩き
工の高さより僅か低くし溢流する構造とし、渇水期でも
少量の維持用水を優先して流下させる。水量の豊富なる
時は魚道も取水水叩き工および床止め工全域から溢流
し、導水路流速が速くなり土砂は掃流される。床止め工
の下流側は魚道部分を除き可撓性の護床工を敷き、護岸
基礎との間は石により間詰め工を施し、護岸に集中荷重
の掛からないものとする。従って緩やかなスロープで摺
りつけられ、河床の拡幅もなく流水も整流で流下する。
河床全断面が早瀬にも成り、水量が少ないとき魚道が生
かされ、渇水期には魚道に水溜りが維持されて魚や生物
に優しいものであり、合わせて河川表流水取水に際して
も床止め工の下流がスロープとなり、土砂の堆積が避け
られ導水路の維持管理が容易となるものである。 (2)請求項2について 床止め工「落差工」の上流側に取水水叩き工を設け、そ
の流芯または、みお筋に浅い導水路を目的に上流側を4
5度に近い角度でコンクリートと自然石を用いて一部は
河床より突出させ、水制工と淵の作用を生かして集水と
掃流を促進する。 導水路壁も同様に自然石を用いて水
路に一部を突出して淵を造り、流れに変化を人工的に造
り自然に近付ける。床止め工および取水水叩き工に自然
石を突出することになり、河積は河床より掘り下げた導
水路で補うことと成る。取水水叩き工の上流および床止
め工の下流に松杭を一定間隔で打ち込み、これらの杭に
松丸太を連結して、その空間へ粗石により間詰めを行
い、導水路の直下流が川筋になるように、河川断面で凹
形水路として適当な間隔に自然石で堰上げ、箱形階段に
近付けて下流が低くなるように敷設する。このため河床
の全面が自然石と粗石によるスロープの摺り付けとな
り、景観上からも自然に近くなり粗石自体に空間が生
じ、早瀬となり流れの変化と石の隙間は魚巣の効果も期
待できるとともに松杭により治水の面でも安全である。 (3)請求項3について 床止め工「落差工」の上流側に取水水叩き工を設け、表
流水取水を目的で導水路の上流側を45度に近い角度の
水制工をもって集水し、導水路の下流側の床止め工を導
水路幅の約1/2に狭め、導水路と床止め工は上流と同
じく45度に近い角度で摺り付けて成るものである。床
止め工「落差工」の落差が比較的大きい場合に河床全断
面を一定間隔堰き止め、縦断は床止め工「落差工」と下
流の床止め工の間が緩やかな勾配になるよう等分に階段
落差とし、箱形を形成し流水が貯水できる構造で断面方
向に一定間隔で堰高より低くし、平常の河川水量の時に
は溢流できる構造とする。河川流量が増加すると河床全
幅から溢流し、床止め工「落差工」の下流は緩やかなス
ロープとなり降雨時は整流となり、河川規模により河床
幅の拡幅は避けられる。旧来、落差工下流に水叩き工の
上に設けた階段式魚道に比較して、河床全断面魚道の方
が下流側において河川全断面に水溜りが形成され、次に
適切に溢流する箇所が配置されており、魚は最寄りから
遡上が容易で、しかも渇水期にも全断面魚道に貯水さ
れ、上流から流下した転石が一箇所に堆積して格好の魚
巣と成るものである。景観上からも溢流する箇所を矩形
に突出して水景的に配慮し、またコンクリート躯体に自
然石を埋め込みすることで、地域や街の自然と調和がと
れ治水的にも安全な施設となるものである。
With respect to each claim of the present invention,
The construction method and action will be described. (1) About claim 1 An intake water tapping device is provided on the upstream side of the floor stop to form a headrace, and a part of the floor stop is cut out to form a head drop not less than the depth of the head of the headrace. Combining a staircase type fishway, the walls on both sides immediately upstream of the headrace to the tapping work are made one step higher than the height of the floor stopper,
The height of the notch provided on the first-stage partition wall is made slightly lower than the height of the tapping water to make it overflow, and a small amount of maintenance water is preferentially flowed down even during the dry season. When the amount of water is abundant, the fishway also overflows from the intake water tapping and floor stop works, the flow velocity of the headrace becomes faster, and the sediment is washed away. A flexible revetment will be laid on the downstream side of the floor stop except for the fishway, and stones will be installed between the revetment foundation and stone to prevent concentrated loads from being applied to the revetment. Therefore, it is slid on a gentle slope, the riverbed is not widened, and the flowing water flows down by rectification.
The entire cross section of the riverbed also becomes a rapid, and the fishway is used when the amount of water is small.In the dry season, the pool is maintained in the fishway, which is friendly to fish and organisms. A slope will be formed in the downstream, avoiding sedimentation and facilitating maintenance of the headrace. (2) About claim 2 An intake water tapping machine is provided on the upstream side of the floor stopper "head construction", and the upstream side is 4 for the purpose of making a shallow water conduit in the stream core or the streak.
Part of it is made to protrude from the riverbed using concrete and natural stone at an angle close to 5 degrees, and the effects of water control and pools are used to promote water collection and sweeping. Similarly, the headrace wall is made of natural stone to project a part of the waterway to form a pool, artificially creating a change in the flow and approaching nature. Natural stones will be projected at the floor stop and tapping water, and the river bed will be supplemented by the headrace channel dug down from the bed. Pine piles are driven at regular intervals upstream of the water tapping work and downstream of the floor stop work, pine logs are connected to these piles, and the space is filled with coarse stones. As shown in the figure, natural stones are dammed at appropriate intervals as concave channels in the river cross section, and they are laid so that they approach the box-shaped stairs and the downstream becomes lower. For this reason, the entire surface of the riverbed will be rubbed with slopes of natural stone and coarse stone, and it will be close to nature from the landscape and space will be created in the coarse stone itself, it will be a rapid and the change in flow and the gap between stones will also be effective for fish nests As well as being able to do so, it is also safe from the viewpoint of flood control due to pine piles. (3) About claim 3 An intake water tapping device is provided on the upstream side of the floor stopper "drop work", and the upstream side of the headrace is collected with a water control at an angle close to 45 degrees for the purpose of surface water intake. The floor stop on the downstream side of the headrace is narrowed to about 1/2 of the width of the headrace, and the headrace and the floor stop are slid at an angle close to 45 degrees as in the upstream. When the head of the floor stop "Head" is relatively large, the entire cross section of the river bed is dammed at regular intervals, and the vertical section is divided equally so that there is a gentle slope between the floor "Stop" and the downstream floor stop. There is a stairway head, a box-shaped structure that can store running water, and it should be lower than the weir height at regular intervals in the cross-sectional direction so that it can overflow when the river water volume is normal. When the river flow increases, it overflows from the entire width of the river bed, and the slope of the floor stopper "drop construction" becomes a gentle slope and rectifies when it rains, and widening of the bed width can be avoided depending on the scale of the river. Compared with the traditional staircase-type fishway that was installed on the downstream side of the drop construction, the riverbed with the entire cross section of the riverbed has a water pool formed on the entire cross section of the river on the downstream side, and then the place where it overflows appropriately. It is easy to ascend from the nearest fish, and the fish is stored in the whole cross-section fishway even during the dry season, and boulders flowing down from the upstream accumulate in one place to form a good fish nest. The area that overflows from the landscape is projected in a rectangular shape to give consideration to the waterscape, and by embedding natural stones in the concrete structure, it becomes a facility that is in harmony with the nature of the region and the city and is safe from the viewpoint of flood control. Is.

【0006】[0006]

【実施例】実施例について図面を参照して説明すると、
図1は床止め工「落差工」1の上流に取水水叩き工2を
設けて浅い導水路を構築し、下流側床止め工「落差工」
1の一部を切り欠き、流れ方向直線に平行して両壁を河
床より高くして、下流方向に一定間隔で仕切壁を設けた
箱形階段魚道を構築する。仕切壁の一部11を切り欠き
取水水叩き工2の高さより少し低くして用水を取水して
も、維持用水は水位により下流に溢流する構造とする。
渇水したときも箱内には貯水でき、豊水時は河床全体を
溢流して緩やかな勾配であり、流水は早瀬の流れとなり
降雨時には河床の拡幅がなく、上下の落差が緩やかにな
り整流して流れ治水上安全である。従って利水施設と魚
道を直線上に配置し、同一水路の水位で用水の分配が行
われ、環境保護に優先されて魚や生物の遡上や流下を助
け、一方治水的にも安全である。次に図2は、護岸基礎
3と絶縁された床止め工「落差工」1の上流側に取水水
叩き工2をコンクリートに自然石を埋め込み、一部を河
床より突出し自然石を45度に近い角度をもって一部を
河床より突出して水制工と淵の作用が働くように配置す
る。導水路の壁も石を突出して淵を形成し流れに変化を
与えて魚の遡上を助ける。取水水叩き工2の上流はC−
C線断面に示す通り松杭16と松丸太17とを連結して
その間に粗石18を沈床して護床工とする。導水路の下
流側は導水路幅の約1/2に絞り45度に近い角度で摺
り付けて導水路の水位を保持し、床止め工「落差工」1
の下流側は河川断面D−D線およびB−B線縦断面に示
す通り、導水路底より低くなるように、また下流床止め
工8の範囲は緩やかなスロープで粗石18を詰めて護床
工とし、護岸近くは間詰め工にて保護する。渇水が予測
される河川では導水路の下流側は凹形の水路とし、一定
間隔で石を用いて堰上げ保水し、段階的に溢流する箱形
段階魚道を形成する。自然石を河床より突出するため河
床以下に導水路を設け河積を補うものである。平水位で
は導水路には常に水位が保たれ、余剰水は床止め工1全
断面を溢流し下流は粗石18の斜路と等しく早瀬とな
り、石の形状や凹凸の度合いにより流れに変化を生じ、
あらゆる魚種に適応できるものとなる。渇水期は導水路
の直線上に魚道を設け、水路の水深により利水施設と用
水の分配を行う。河川にある素材を用いて埋め込み石お
よび粗石による護床工は、コンクリート構造物に比較し
て自然的であり景観も勝れたものとなり環境的にも空間
は巣となる。そして流れの変化は休息の場として遡上を
助け、粗石の護床工は酸素の溶存が促進され、あらゆる
生物が繁殖して魚の餌にもなり、自然に近付けた河川取
水設備となる。図3に示すものは、比較的河川規模が大
きく落差の大きい床止め工のある箇所に適し、床止め工
1の上流に取水水叩き工2により取水設備が構築され、
導水路の下流側は導水路幅の約1/2絞り床止め工1の
一部を切り欠き、余剰水を放流しつつ導水路の水位を保
持する。床止め工「落差工」1と下流床止め工8は、B
−B線による縦断図に示す通り緩やかなスロープ落差工
になるように一定間隔で堰止め、河床全断面階段式魚道
の躯体を設け、堰高は落差を当分割として平常水量を勘
案して堰の一部を切り欠き、溢流させる形状に構成す
る。本案は、旧来の落差工水叩きに設けた箱形階段魚道
方式に比較して河床全断面に保水と落差を少なくするこ
とが可能であり、水叩き工の上が渇くことが避けられ、
下流床止め工の下も均一に流下することが特長である。
EXAMPLES Examples will be described with reference to the drawings.
Figure 1 shows the construction of a shallow water conduit by installing an intake water tapping work 2 upstream of the floor stop work “Slope work” 1 and the downstream floor stop work “Slope work”.
A part of 1 is cut out, both walls are made higher than the riverbed in parallel with the straight line in the flow direction, and a box-shaped staircase fishway is constructed in which partition walls are provided at regular intervals in the downstream direction. Even if a part of the partition wall 11 is cut out to be a little lower than the height of the water tapping work 2, the water for maintenance is overflowed to the downstream due to the water level.
Even when the water is drought, water can be stored in the box, and when the water is flooded, it overflows the entire riverbed and has a gentle slope. It is safe for flood control. Therefore, irrigation facilities and fishways are arranged in a straight line, and water is distributed at the water level in the same channel, giving priority to environmental protection and helping the upstream and downstream of fish and organisms, while also being flood control safe. Next, Fig. 2 shows that water intake tapping 2 is embedded in concrete on the upstream side of the floor stop "drop construction" 1 which is insulated from the revetment foundation 3 and natural stone is partly projected from the riverbed to make natural stone 45 degrees. It is arranged so that part of it projects from the riverbed at a close angle so that the effects of flood control and pools work. The walls of the headrace also project stones to form a pool and change the flow to help the fish run up. Upstream of intake water tapping machine 2 is C-
As shown in the cross section of the line C, the pine pile 16 and the pine log 17 are connected to each other, and the coarse stone 18 is settled between them to form a floor protector. The downstream side of the headrace is squeezed to about half the width of the headrace and rubbed at an angle close to 45 degrees to maintain the water level of the headrace, and a floor stop "drop head" 1
The downstream side of the river should be lower than the bottom of the headrace as shown in the vertical section of the river section DD line and BB line, and the range of the downstream floor stopper 8 should be covered with coarse stones 18 with a gentle slope. Floor work will be performed, and the area near the seawall will be protected by packing work. In rivers where drought is predicted, the downstream side of the headrace channel will be a concave channel, which will be dammed with stones at regular intervals to retain water, forming a box-shaped stage fishway that overflows in stages. In order to project natural stones from the riverbed, a headrace channel is provided below the riverbed to supplement the river volume. At the flat water level, the water level is always maintained in the headrace, surplus water overflows the entire cross section of the floor stop 1 and the downstream becomes a rapid as equal to the slope of the coarse stone 18, and the flow changes depending on the shape and unevenness of the stone. ,
It can be adapted to any fish species. During the dry season, a fishway will be installed on the straight line of the headrace, and water will be distributed to the water use facilities according to the depth of the canal. Floor protection using embedded stones and coarse stones using materials from rivers is more natural than the concrete structure and the landscape is superior, and the space becomes a nest environmentally. The change in the flow helps the retreat as a place of rest, and the stone scavenger promotes the dissolution of oxygen, breeds all living things and serves as fish feed, and becomes a river intake facility close to nature. The one shown in Fig. 3 is suitable for a place where there is a floor stop with a relatively large river scale and a large drop, and an intake facility is constructed upstream of the floor stop 1 by the water tapping work 2,
On the downstream side of the headrace, a part of the floor stop 1 for reducing the width of the headrace is cut out so that the surplus water is discharged and the water level of the headrace is maintained. Floor stop work "drop head work" 1 and downstream floor stop work 8 are B
-As shown in the longitudinal section by line B, weirs are set up at regular intervals to provide gentle slope drop construction, and the structure of the stairway fishway with a riverbed with a full-section cross section is provided. A part of is cut out to form an overflow shape. Compared to the traditional box-shaped staircase fishway method that was used for water hammering, it is possible to reduce water retention and head over the entire cross section of the river bed, and avoiding thirst for water hammering.
The feature is that it evenly flows under the downstream floor stopper.

【0007】[0007]

【発明の効果】本発明は、以上説明したように構成され
ているので、以下記述のような効果を発揮するものであ
る。河川に床止め工「落差工」を利用して河川表流水取
水設備を設ける場合、河川管理者や地域の声として自然
のままで河川改修が求められ、要は改修後現況以上の自
然環境に戻す必要がある。これは新しい社会の問題提起
であり、発明の3項目は設置される河況に応じて選択が
できる。 (1)河川の床止め工「落差工」を利用した河川表流水
取水として導水路底以上の落差を、緩やかなスロープで
摺り付けることで河床幅を変更しない構造が可能で、最
近の設計思想に合致し利水面でも河川の作用が生かされ
る効果がある。 (2)導水路の直線上に魚道を組み合わせることによ
り、利水と自然環境を守る維持用水と水位により分配さ
れる効果がある。 (3)取水設備と魚道の組み合わせにより魚や水辺の生
物に優しいものなり、自然石や粗石等により勝れたもの
となり、同時に地域や街の自然景観に調和し、取水設備
として流水の作用が生かされ維持管理が容易となり、次
期世代に良い環境を残すことができる大きな効果を挙げ
ることができる。
Since the present invention is constructed as described above, it has the following effects. When installing a river surface water intake facility using a floor stop construction "falling construction" in a river, it is required by the voices of the river administrator and the community to repair the river as it is. Need to bring back. This is a new social issue, and the three items of the invention can be selected according to the river conditions. (1) River floor stop work The structure that does not change the river bed width is possible by sliding the drop above the bottom of the headrace with gentle slope as river surface water intake using the "drop work". It has the effect of utilizing the action of the river in terms of water utilization. (2) Combining the fishways on the straight line of the headrace has the effect of distributing water according to the water level and maintenance water that protects the natural environment. (3) The combination of water intake facilities and fishways makes it kind to fish and waterside creatures, and is superior to natural stones and coarse stones. At the same time, it works in harmony with the natural scenery of the region and the city, and acts as a water intake facility. It is possible to take advantage of the fact that it can be used effectively and maintenance becomes easy, and a good environment can be left for the next generation.

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

【図1】請求項1の箱形階段魚道を組合せた河川表流水
取工法の平面図である。
FIG. 1 is a plan view of a river surface water intake method in which the box-shaped staircase fishway according to claim 1 is combined.

【図2】図1平面図のA−A線断面図である。FIG. 2 is a sectional view taken along the line AA of the plan view of FIG.

【図3】図1平面図のB−B線縦断面図である。FIG. 3 is a vertical cross-sectional view taken along the line BB of the plan view of FIG.

【図4】請求項2の自然石水路と魚道を組合せた河川表
流水取水工法の平面図である。
FIG. 4 is a plan view of a river surface water intake method in which the natural stone canal and the fishway of claim 2 are combined.

【図5】図4平面図のA−A線断面図である。5 is a cross-sectional view taken along the line AA of the plan view of FIG.

【図6】図4平面図のC−C線断面図である。6 is a cross-sectional view taken along the line CC of the plan view of FIG.

【図7】図4平面図のD−D線断面図である。7 is a cross-sectional view taken along the line DD of the plan view of FIG.

【図8】図4平面図のB−B線縦断面図である。FIG. 8 is a vertical cross-sectional view taken along the line BB of the plan view of FIG.

【図9】請求項3の河床全断面階段魚道を組合せた河川
表流水取工法の平面図である。
FIG. 9 is a plan view of a river surface water intake method combining the riverbed full-section staircase fishway of claim 3;

【図10】図9平面図のB−B線縦断面図である。10 is a vertical cross-sectional view taken along the line BB of the plan view of FIG.

【符号の説明】[Explanation of symbols]

1 床止め工「落差工」 2 取水水叩き工「導水路を包含」 3 護岸基礎 4 上下流の角落し 5 表流水取水弁 6 魚道 7 間詰め工 8 下流床止め工 9 上流側護床工 10 下流側護床工 11 魚道切り欠き 12 取水井 13 管理階段 14 配管ダクトと揚水管 15 揚水ポンプ 16 松杭 17 松丸太 18 粗石 1 Floor stop work “Slope work” 2 Water intake tap work “Including headrace” 3 Revetment foundation 4 Up-down stream corner drop 5 Surface water intake valve 6 Fishway 7 Space filling work 8 Downstream floor stop work 9 Upstream side protection work 10 Downstream side bed protection 11 Fishway notch 12 Intake well 13 Control stairs 14 Piping duct and pumping pipe 15 Pumping pump 16 Matsu pile 17 Matsumaru 18 Coarse stone

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 床止め工の上流側に取水水叩き工を設け
て導水路を形成し、床止め工の一部を切り欠ぎ、導水路
底深さ以上の落差工とし、この落差工水叩きに導水路直
下流を両面垂直壁とし、流れ方向に一定間隔で仕切壁を
構築してスロープとなし、階段箱形を形成して保水し、
仕切壁の一部を切り欠き溢流して魚の遡上を助ける魚道
と組み合わせた河川表流水取水工法。
1. An intake water tapping device is provided on the upstream side of the floor stop to form a headrace, and a part of the floor stop is cut out to form a drop work more than the bottom depth of the headrace. For water tapping, the wall directly downstream of the water conduit is set as vertical walls on both sides, and partition walls are constructed at regular intervals in the flow direction to form slopes, and a staircase box is formed to retain water.
A river surface water intake method combined with a fishway that helps a fish run upstream by notching a part of the partition wall.
【請求項2】 コンクリートに自然石を埋め込んだ床止
め工と、同様に上流側に取水水叩き工を設け、自然石を
用いて導水路を形成して石の突き出した河積を補い、突
き出しによる掃流効果を生かし、床止め工の下流は水叩
き工として松杭と松丸太を組み合わせ、粗石で間詰めを
行なって緩やかなスロープで摺り付け、導水路の直下流
は凹形の溝を形成して川筋を造り、凹形の溝に自然石を
用い階段箱形の水溜まりを設け、導水路壁の石による凹
凸により流速の変化をさせ、あらゆる魚種の遡上を助
け、粗石の隙間を生かしてあらゆる魚類と生物に優し
く、且つ自然に近付けることと景観に配慮した多自然型
河川表流水取水工法。
2. A floor stopper in which natural stones are embedded in concrete, and a water tapping work are similarly provided on the upstream side to form a headrace using natural stones to compensate for the protruding river bank and to project it. Taking advantage of the scavenging effect due to, the combination of pine piles and pine logs is used as a water tapping work downstream of the floor stop, and it is rubbed with coarse stones and rubbed with a gentle slope. Forming a river line, forming a staircase box-shaped puddle using natural stone in the concave groove, and changing the flow velocity by the unevenness of the stone on the headrace wall to help the run up of all fish species, coarse stone A multi-natural river surface water intake method that takes advantage of the gaps to make it kind to all fish and living creatures, and to approach nature as well as the landscape.
【請求項3】 床止め工の上流側に取水水叩き工を設け
て導水路を形成し、床止め工の一部を切り欠き導水路底
深さ以上の落差工を設け、床止め工の下流側を平行に河
床全断面を階段状に凹形を形成してその一部を切り欠
き、保水と溢流を行って全断面の広い範囲で魚の遡上を
助成し、あらゆる魚類に優しい河川表流水取水工法。
3. An intake water tapping device is provided on the upstream side of the floor stop to form a headrace, and a part of the floor stop is cut out to provide a head drop greater than the bottom depth of the headrace. The riverbed is parallel to the downstream side, and a stepwise concave is formed on the entire cross section of the riverbed, and a part of it is cut out to perform water retention and overflow to support fish upstream in a wide range of the entire cross section, and a river that is kind to all fish. Surface water intake method.
JP5338826A 1993-12-01 1993-12-01 River surface water intake method combining fishways Expired - Fee Related JP2567342B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5338826A JP2567342B2 (en) 1993-12-01 1993-12-01 River surface water intake method combining fishways

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5338826A JP2567342B2 (en) 1993-12-01 1993-12-01 River surface water intake method combining fishways

Publications (2)

Publication Number Publication Date
JPH07150598A true JPH07150598A (en) 1995-06-13
JP2567342B2 JP2567342B2 (en) 1996-12-25

Family

ID=18321804

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP2567342B2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
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US6652189B2 (en) * 2001-05-01 2003-11-25 Burns, Ii Gordon Charles Method for a migratory fish bypass channel with natural features
JP2007277960A (en) * 2006-04-07 2007-10-25 Kanto Regional Development Bureau Ministry Of Land Infrastructure & Transport Civil engineering/building method using cement-containing hardening material and civil engineering/building structure
JP2012144969A (en) * 2010-12-20 2012-08-02 Kazuo Kudo Bed consolidation method using foot protection work for constructing fishway and impervious plate
RU2560626C1 (en) * 2014-10-07 2015-08-20 Виктор Алексеевич Старков Water intake facility from surface sources
CN106192935A (en) * 2016-08-26 2016-12-07 中国水利水电科学研究院 The method of adjustment of a kind of fish pass import department river flow and system
KR20190038517A (en) * 2019-03-28 2019-04-08 엄성복 Environment-friendly duct-type eco-beam
CN112796369A (en) * 2020-12-17 2021-05-14 重庆市市政设计研究院有限公司 Shallow water taking facility for riverbed bottom bearing layer and construction method

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6652189B2 (en) * 2001-05-01 2003-11-25 Burns, Ii Gordon Charles Method for a migratory fish bypass channel with natural features
JP2007277960A (en) * 2006-04-07 2007-10-25 Kanto Regional Development Bureau Ministry Of Land Infrastructure & Transport Civil engineering/building method using cement-containing hardening material and civil engineering/building structure
JP2012144969A (en) * 2010-12-20 2012-08-02 Kazuo Kudo Bed consolidation method using foot protection work for constructing fishway and impervious plate
RU2560626C1 (en) * 2014-10-07 2015-08-20 Виктор Алексеевич Старков Water intake facility from surface sources
CN106192935A (en) * 2016-08-26 2016-12-07 中国水利水电科学研究院 The method of adjustment of a kind of fish pass import department river flow and system
KR20190038517A (en) * 2019-03-28 2019-04-08 엄성복 Environment-friendly duct-type eco-beam
CN112796369A (en) * 2020-12-17 2021-05-14 重庆市市政设计研究院有限公司 Shallow water taking facility for riverbed bottom bearing layer and construction method

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