JP7304326B2 - water intake device - Google Patents

water intake device Download PDF

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JP7304326B2
JP7304326B2 JP2020143736A JP2020143736A JP7304326B2 JP 7304326 B2 JP7304326 B2 JP 7304326B2 JP 2020143736 A JP2020143736 A JP 2020143736A JP 2020143736 A JP2020143736 A JP 2020143736A JP 7304326 B2 JP7304326 B2 JP 7304326B2
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water intake
water
inclined surface
curved
intake device
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JP2022038981A (en
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豪 中澤
勝 島崎
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Taisei Rotec Corp
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Taisei Rotec Corp
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本発明は、堰または地下貯留槽に設けられる取水装置に関する。 The present invention relates to a water intake device provided in a weir or an underground reservoir.

河川に設けられた堰やダムに設置された取水装置にて取水された水を用いて水力発電を行う施設が知られている。従来の取水装置は、例えば特許文献1に開示されたものがあった。かかる取水装置は、堰の下流側に傾斜して設けられた導水板と、導水板の下方に設けられた貯水槽と、貯水槽内に設けられた取水管とを備えている。導水板は、大径の取水孔を備え、取水管は、小径の取水孔を備えている。大きい混入物は導水板上を流れてふるい分けられ、小さい混入物は貯留槽に流れ込み、取水管の取水孔で止められる。 BACKGROUND ART There is known a facility that performs hydroelectric power generation using water taken in by a water intake device installed in a weir or a dam provided in a river. A conventional water intake device is disclosed in Patent Document 1, for example. Such a water intake device includes a water guide plate that is inclined on the downstream side of the weir, a water tank that is provided below the water guide plate, and a water intake pipe that is provided in the water tank. The water guide plate has large-diameter water intake holes, and the water intake pipe has small-diameter water intake holes. Larger contaminants flow over the water guide plate and are screened out, while smaller contaminants flow into the reservoir and are stopped at the intake holes in the intake pipe.

その他、構成が簡単な取水装置101として、図5に示すように、堰102の下流側に取り付けられ、貯留槽の上部開口103にメッシュ状の取水部104を設けて構成されたものがあった。取水部104は、堰102の上端部の越流部105から傾斜して設けられており、越流した水とともに流れる枝葉等の混入物を網で除去しつつ、水を貯留槽に落下させるようになっていた。 In addition, as a water intake device 101 with a simple configuration, as shown in FIG. . The water intake section 104 is provided at an angle from the overflow section 105 at the upper end of the weir 102, and is designed to drop the water into the storage tank while removing contaminants such as branches and leaves that flow with the overflowed water with a net. had become

特開2014-34869号公報JP 2014-34869 A

従来の取水装置では、上部開口103に対して取水部104が角部を介して接続されているため、ここを流れる水流に乱流が発生する場合がある。そのため 、取水を行っているうちに、導水板の取水孔、取水管の取水孔およびメッシュ状の取水部に、枝葉等の混入物が到達して詰まることがあり、清掃に手間と時間を要する問題があった。また、自然物である枝葉等が流下しないことにより、下流部の生態環境に少なからず影響を及ぼす問題があった。 In the conventional water intake device, since the water intake section 104 is connected to the upper opening 103 via the corner, turbulence may occur in the water flowing therethrough. Therefore, while water is being taken in, contaminants such as branches and leaves may reach and clog the water intake holes of the water guide plate, the water intake holes of the water intake pipe, and the mesh-shaped water intake part, requiring time and effort for cleaning. I had a problem. In addition, there is a problem that the ecological environment in the downstream area is not a little affected because the branches and leaves, which are natural objects, do not flow down.

そこで、本発明は、枝葉等の水への混入物が詰まり難く、下流部の生態環境の変化を最小限に抑える取水装置を提供することを課題とする。 SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a water intake apparatus that is less likely to be clogged with contaminants such as branches and leaves, and that minimizes changes in the ecological environment downstream.

前記課題を解決するための本発明は、堰に設けられる取水装置であって、前記堰の下流側に形成された傾斜面と、前記傾斜面に設けられた取水部とを備えている。前記傾斜面は、当該傾斜面を流れる水に内側層と表層とが形成されるように、前記堰の上端の越流部の上端表面に連続して順次傾斜が急になる第一湾曲部を備えていることを特徴とする。 The present invention for solving the above problems is a water intake device provided in a weir, comprising an inclined surface formed on the downstream side of the weir and a water intake section provided on the inclined surface. The sloping surface has a first curved portion that is continuous with the upper end surface of the overflow portion at the upper end of the weir so that the water flowing on the sloping surface forms an inner layer and a surface layer. It is characterized by having

本発明の取水装置によれば、堰上端の越流部の上端表面に連続して順次傾斜が急になる第一湾曲部を備えているので、傾斜面を流れる水が、コアンダ効果によって層流となり内側層と表層とに分かれる。そのため、枝葉等の混入物は表層の流れに乗って下流に流され、内側層の水が取水部から取り込まれる。したがって、取水部への混入物の接触が抑制され、取水部へ混入物が詰まり難くなる。さらに自然物である枝葉等は下流に流されるので、下流部の生態環境の変化を最小限に抑えられる。 According to the water intake device of the present invention, since the first curved portion is provided continuously with the upper end surface of the overflow portion at the upper end of the weir and has a steep slope in sequence, the water flowing on the inclined surface is laminar flow due to the Coanda effect. It is divided into an inner layer and a surface layer. Therefore, contaminants such as branches and leaves are carried downstream by the flow of the surface layer, and water in the inner layer is taken in from the intake section. Therefore, contact of contaminants with the water intake section is suppressed, and the intake section is less likely to be clogged with contaminants. Furthermore, since the branches and leaves, which are natural objects, are swept downstream, changes in the downstream ecological environment can be minimized.

本発明の取水装置においては、前記傾斜面は、前記第一湾曲部に連続して順次傾斜が緩くなる第二湾曲部をさらに備え、断面S字形状を呈しているものが好ましい。このような構成によれば、傾斜面を流れる水に内側層と表層とが形成され易くなるので、より一層取水部へ混入物が詰まり難くなる。また、流れる水の流速が遅いときは第一湾曲部で取水でき、流速が速いときは第二湾曲部で取水できる。 In the water intake device of the present invention, it is preferable that the inclined surface further includes a second curved portion, which is continuous with the first curved portion and whose inclination gradually becomes gentler, and has an S-shaped cross section. According to such a configuration, the inner layer and the surface layer are easily formed in the water flowing on the inclined surface, so that the water intake section is more difficult to be clogged with contaminants. Also, when the flow velocity of the flowing water is slow, the water can be taken in the first curved portion, and when the flow velocity is fast, the water can be taken in the second curved portion.

また、本発明の取水装置においては、前記取水部は、前記傾斜面に沿って湾曲したウェッジワイヤスクリーンにて構成されており、前記傾斜面の上端部から下端部にかけて前記傾斜面の湾曲形状に沿って設けられているものが好ましい。このような構成によれば、取水部の表面で水の流れが乱れ難く、内側層と表層とを維持したまま傾斜面に水を流すことができる。 Further, in the water intake device of the present invention, the water intake portion is composed of a wedge wire screen curved along the inclined surface, and the curved shape of the inclined surface is formed from the upper end portion to the lower end portion of the inclined surface. preferably provided along the According to such a configuration, the water flow is less likely to be disturbed on the surface of the water intake portion, and the water can flow on the inclined surface while maintaining the inner layer and the surface layer.

前記課題を解決するための第二の本発明は、地下貯留槽に設けられる取水装置であって、水が流れる傾斜面と、前記傾斜面の上流側に設けられた流入部と、傾斜面に設けられ前記地下貯留槽に繋がる取水部と、を備えている。前記傾斜面は、当該傾斜面を流れる水に内側層と表層とが形成されるように、前記流入部の表面に連続して順次傾斜が急になる第一湾曲部を備えていることを特徴とする。 A second aspect of the present invention for solving the above-mentioned problems is a water intake device provided in an underground storage tank, comprising: an inclined surface through which water flows; an inflow portion provided upstream of the inclined surface; and a water intake section provided and connected to the underground storage tank. The inclined surface is characterized by having a first curved portion that is continuous with the surface of the inflow portion and whose inclination is steep in order so that an inner layer and a surface layer are formed in the water flowing on the inclined surface. and

本発明の取水装置は、地下貯留槽の流入部の表面に連続して順次傾斜が急になる第一湾曲部を備えているので、傾斜面を流れる水が、コアンダ効果によって層流となり内側層と表層とに分かれる。そのため、地下貯留槽に設けられる取水装置であっても、枝葉等の混入物は表層の流れに乗って下流に流され、内側層の水が取水部から取り込まれる。したがって、取水部への混入物の接触が抑制され、取水部へ混入物が詰まり難くなる。 Since the water intake device of the present invention is provided with the first curved portion that is continuous with the surface of the inflow portion of the underground storage tank and has a steep slope in sequence, the water flowing on the slope becomes a laminar flow due to the Coanda effect and the inner layer. and surface layer. Therefore, even in a water intake device provided in an underground storage tank, contaminants such as branches and leaves are carried downstream by the flow of the surface layer, and the water in the inner layer is taken in from the water intake section. Therefore, contact of contaminants with the water intake section is suppressed, and the intake section is less likely to be clogged with contaminants.

本発明に係る取水装置によれば、取水部に枝葉等の水への混入物が詰まり難く、下流部の生態環境の変化を最小限に抑えることができる。 According to the water intake device of the present invention, the water intake section is less likely to be clogged with contaminants such as branches and leaves, and changes in the ecological environment in the downstream section can be minimized.

本発明の第一実施形態に係る取水装置を示した断面構成図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a cross-sectional block diagram which showed the water intake apparatus which concerns on 1st embodiment of this invention. 本発明の第一実施形態に係る取水装置の取水部を示した要部拡大斜視図である。Fig. 2 is an enlarged perspective view of a main part showing a water intake portion of the water intake device according to the first embodiment of the present invention; 本発明の第一実施形態に係る取水装置の取水部を示した要部拡大断面図である。Fig. 2 is an enlarged cross-sectional view of a main part showing a water intake portion of the water intake device according to the first embodiment of the present invention; 本発明の第二実施形態に係る取水装置を示した断面構成図である。Fig. 2 is a cross-sectional configuration diagram showing a water intake device according to a second embodiment of the present invention; 従来の取水装置を示した斜視図である。FIG. 11 is a perspective view showing a conventional water intake device;

本発明の第一実施形態に係る取水装置について、添付図面を参照しながら詳細に説明する。かかる取水装置は、例えば河川に設置された堰に取り付けられ場合を例に挙げて説明する。 A water intake device according to a first embodiment of the present invention will be described in detail with reference to the accompanying drawings. Such a water intake device will be described by exemplifying a case where it is attached to a weir installed in a river, for example.

図1に示すように、本実施形態に係る取水装置1は、河川2の水6が湛水している堰3の下流側に設けられている。取水装置1は、堰3の幅よりも小さい幅で形成されており、堰3の幅方向の一部分に設けられた水通し部4に連続して設けられている。水通し部4は、堰3の上端部を溝状に切り欠いて形成されており、止水扉(図示せず)が開閉可能に設けられている。水通し部4は、河川2の水位が水通し部4の底面を超えた際に排水可能となる。水通し部4の底面が越流部5の上端表面となる。取水装置1は、傾斜面10と取水部20と取水空間30とを備えている。 As shown in FIG. 1, a water intake device 1 according to this embodiment is provided downstream of a weir 3 flooded with water 6 of a river 2 . The water intake device 1 is formed with a width smaller than the width of the weir 3 and is provided continuously with a water passage portion 4 provided in a part of the weir 3 in the width direction. The water passage portion 4 is formed by notching the upper end portion of the weir 3 in a groove shape, and is provided with a water stop door (not shown) that can be opened and closed. The water passage part 4 can drain water when the water level of the river 2 exceeds the bottom surface of the water passage part 4.例文帳に追加The bottom surface of the water passing portion 4 is the top surface of the overflow portion 5 . The water intake device 1 includes an inclined surface 10 , a water intake section 20 and a water intake space 30 .

傾斜面10は、取水装置1の表面において堰3の下流側に形成され、下流に向かうに連れて下方に下がるように傾斜している。傾斜面10の上流端は、水通し部4の底面に連続している。傾斜面10は、第一湾曲部11と第二湾曲部12とを備えている。第一湾曲部11は、傾斜面10の上端部から中間部にかけて形成されている。第一湾曲部11は、堰3の上端の越流部5の上端表面に連続して下流に向かうに連れて順次傾斜が急になる。つまり、第一湾曲部11の傾斜角度は、上端部の水平から下端部に向かって徐々に大きくなっており、第一湾曲部11の表面は外側に膨らむ丸みを持っている。第一湾曲部11の上端部では、傾斜角度が小さく河川の水6の流速を一旦減速させて取水し易くなっている。第一湾曲部11の下端部では、傾斜角度が大きく枝葉等が流下し易くなっている。 The inclined surface 10 is formed on the surface of the water intake device 1 on the downstream side of the weir 3 and is inclined downward as it goes downstream. The upstream end of the inclined surface 10 is continuous with the bottom surface of the water passage portion 4 . The inclined surface 10 has a first curved portion 11 and a second curved portion 12 . The first curved portion 11 is formed from the upper end portion to the intermediate portion of the inclined surface 10 . The first curved portion 11 is continuous with the upper end surface of the overflow portion 5 at the upper end of the weir 3, and the slope gradually becomes steeper as it goes downstream. That is, the inclination angle of the first curved portion 11 gradually increases from horizontal at the upper end portion toward the lower end portion, and the surface of the first curved portion 11 has an outwardly rounded surface. At the upper end of the first curved portion 11, the angle of inclination is small, and the flow speed of the river water 6 is once decelerated, making it easier to take in the water. At the lower end of the first curved portion 11, the angle of inclination is large, so that branches and leaves can easily flow down.

第二湾曲部12は、傾斜面10の中間部から下端部にかけて形成されている。第二湾曲部12は、第一湾曲部11の下端表面に連続して下流に向かうに連れて順次傾斜が緩くなる。つまり、第二湾曲部12の傾斜角度は、上端部から下端部に向かって徐々に小さくなっており、第二湾曲部12の表面は内側にへこむ丸みを持っている。傾斜面10の表面は、第一湾曲部11と第二湾曲部12とを合わせて断面S字形状を呈している。 The second curved portion 12 is formed from the intermediate portion to the lower end portion of the inclined surface 10 . The second curved portion 12 is continuous with the lower end surface of the first curved portion 11 and the slope gradually becomes gentler toward the downstream side. In other words, the inclination angle of the second curved portion 12 gradually decreases from the upper end portion to the lower end portion, and the surface of the second curved portion 12 is rounded inwardly. The surface of the inclined surface 10 has an S-shaped cross section by combining the first curved portion 11 and the second curved portion 12 .

取水部20は、越流した水6を取り込む部分であって、傾斜面10に設けられている。取水部20は、傾斜面10の上端部から下端部にかけて、傾斜面10の表面の湾曲形状に沿って設けられている。取水部20は、ステンレス合金にて構成されており、耐久性、耐摩耗性、粗度係数、重量、耐錆性において優れた性能を有している。なお、取水部20の材質は、ステンレス合金に限定されるものではなく、ステンレス合金と同等の性能を有する金属であれば他のものであってもよい。取水部20は、傾斜面10に沿って湾曲したウェッジワイヤスクリーン21にて構成されている。 The water intake part 20 is a part for taking in the overflowed water 6 and is provided on the inclined surface 10 . The water intake portion 20 is provided along the curved shape of the surface of the inclined surface 10 from the upper end portion to the lower end portion of the inclined surface 10 . The water intake part 20 is made of a stainless alloy and has excellent performance in terms of durability, wear resistance, roughness coefficient, weight and rust resistance. In addition, the material of the water intake portion 20 is not limited to the stainless alloy, and other metals may be used as long as they have the same performance as the stainless alloy. The water intake section 20 is composed of a wedge wire screen 21 curved along the inclined surface 10 .

ウェッジワイヤスクリーン21は、逆三角形の断面形状をしたウェッジワイヤ22を等間隔に並べることにより、隣り合うウェッジワイヤ22,22間にスリット23を形成したスクリーンである。ウェッジワイヤスクリーン21は、傾斜面10に形成された凹部の開口端部を覆っている。ウェッジワイヤスクリーン21は、その上面を流れる水6を、スリット23から落下させて取水する。ウェッジワイヤ22の寸法が、逆三角形の上辺(上側の底辺部分)が3mmで高さが5.5mmの場合には、スリット23の幅(隣り合うウェッジワイヤ22,22の離間距離)は、1~2mmとするのが好ましい。また、ウェッジワイヤ22の寸法が、逆三角形の上辺が3.5mmで高さが6mmの場合には、スリット23の幅は、1~4mmとするのが好ましい。特に1~1.5mmとすると除塵効果が大きくなり好ましい。 Wedge wire screen 21 is a screen in which slits 23 are formed between adjacent wedge wires 22, 22 by arranging wedge wires 22 having an inverted triangular cross-sectional shape at regular intervals. A wedge wire screen 21 covers the open end of the recess formed in the inclined surface 10 . The wedge wire screen 21 drops the water 6 flowing on its upper surface from the slit 23 and takes in the water. When the dimensions of the wedge wire 22 are an inverted triangle with an upper side (upper base portion) of 3 mm and a height of 5.5 mm, the width of the slit 23 (distance between the adjacent wedge wires 22, 22) is 1. ~2 mm is preferred. When the wedge wire 22 has an inverted triangle with an upper side of 3.5 mm and a height of 6 mm, the width of the slit 23 is preferably 1 to 4 mm. In particular, it is preferable to set the thickness to 1 to 1.5 mm because the dust removal effect is enhanced.

ウェッジワイヤスクリーン21は、ウェッジワイヤ22と、ウェッジワイヤ22を支持する支持体24とを備えている。支持体24は、棒状を呈しており、ウェッジワイヤ22に交差(本実施形態では直交)する方向に延在している。支持体24は、ウェッジワイヤ22の下側に配置されており、ウェッジワイヤ22の逆三角形の下側の頂角部分を覆って、下側から支持している。本実施形態の取水部20は、支持体24が流水方向に沿って延在して配置されており、傾斜面10に沿ってS字状に湾曲している。 The wedge wire screen 21 includes wedge wires 22 and supports 24 that support the wedge wires 22 . The support 24 has a rod shape and extends in a direction intersecting (perpendicular to in this embodiment) the wedge wire 22 . The support 24 is arranged below the wedge wire 22 and covers the lower vertex portion of the inverted triangle of the wedge wire 22 to support it from below. The water intake portion 20 of the present embodiment has a support 24 extending along the direction of water flow, and is curved in an S shape along the inclined surface 10 .

取水空間30は、傾斜面10に形成された凹部にて構成されており、堰3の下部まで広がっている。取水空間30には、ウェッジワイヤスクリーン21のスリット23を通過した水6が落下して貯留される。取水空間30には、取水した水を例えば発電設備(図示せず)等の水を利用する施設へ搬送する配管31が接続されている。 The water intake space 30 is composed of a recess formed in the inclined surface 10 and extends to the lower portion of the weir 3 . The water 6 that has passed through the slits 23 of the wedge wire screen 21 drops and is stored in the water intake space 30 . The water intake space 30 is connected with a pipe 31 for conveying the taken water to a facility that uses water, such as a power generation facility (not shown).

前記構成の取水装置1によれば、堰3の上端の越流部5の上端表面に連続して順次傾斜が急になる第一湾曲部11が形成されているので、図3に示すように、傾斜面10を流れる水6が流れコアンダ効果によって傾斜面10に引き寄せられて、乱れることなく傾斜面10に沿って流れる。これによって、傾斜面10上の水6は、層流となり、内側層6aと表層6bとに分かれて流れる。そのため、枝葉等の混入物(異物)7は表層6bの流れに乗って下流に流されることとなり、内側層6a側に流入し難くなる。したがって、内側層6aの水には、異物が混入され難くなるので、取水部20のスリット23から水6のみが円滑に取り込まれる。つまり、取水部20への混入物の接触が抑制され、スリット23へ混入物が詰まり難くなる。 According to the water intake device 1 having the above configuration, the first curved portion 11 is formed continuously with the surface of the upper end of the overflow portion 5 at the upper end of the weir 3 and gradually becomes steeper, as shown in FIG. , the water 6 flowing on the inclined surface 10 is attracted to the inclined surface 10 by the flow Coanda effect and flows along the inclined surface 10 without being disturbed. As a result, the water 6 on the inclined surface 10 becomes a laminar flow and flows separately into the inner layer 6a and the surface layer 6b. Therefore, contaminants (foreign matters) 7 such as branches and leaves are carried downstream by the flow of the surface layer 6b, and are less likely to flow into the inner layer 6a side. Therefore, the water in the inner layer 6 a is less likely to be contaminated with foreign substances, so that only the water 6 is smoothly taken in through the slits 23 of the water intake portion 20 . That is, the contact of contaminants with the water intake section 20 is suppressed, and the slits 23 are less likely to be clogged with contaminants.

また、本実施形態の取水装置1においては、第一湾曲部11に連続して順次傾斜が緩くなる第二湾曲部12がさらに形成され、傾斜面10の表面が断面S字形状を呈しているので、取水部20を多くの角度で設置することができる。これによって、水6の流速が異なっても、傾斜面10を流れる水6に内側層6aと表層6bとが形成され易くなるとともに、水6を最適な角度のスリット23から取水できる。断面S字形状の傾斜面10に設けられた取水部20においては、流れる水6の流速が遅いときは傾斜が急な第一湾曲部11で取水でき、流速が速いときは傾斜が緩い第二湾曲部12で取水できる。 In addition, in the water intake device 1 of the present embodiment, a second curved portion 12 is further formed continuously with the first curved portion 11 and gradually slopes gradually, and the surface of the inclined surface 10 has an S-shaped cross section. Therefore, the water intake section 20 can be installed at many angles. As a result, even if the flow velocity of the water 6 is different, the inner layer 6a and the surface layer 6b are easily formed in the water 6 flowing on the inclined surface 10, and the water 6 can be taken in from the slit 23 at the optimum angle. In the water intake portion 20 provided on the inclined surface 10 having an S-shaped cross section, when the flow velocity of the flowing water 6 is slow, the water can be taken in the steeply inclined first curved portion 11, and when the flow velocity is high, the second curved portion 11, which is gently inclined. Water can be taken at the curved portion 12 .

さらに、本実施形態の取水装置1においては、取水部20が傾斜面に沿って湾曲したウェッジワイヤスクリーン21にて構成されているので、取水部20の表面で水の流れが乱れ難く、内側層6aと表層6bとを維持したまま傾斜面10に水を流すことができる。また、ウェッジワイヤ22の形状により、スリット23においてコアンダ効果が作用し、水6が取水空間30に引き込まれ易くなっている。 Furthermore, in the water intake device 1 of the present embodiment, the water intake portion 20 is composed of the wedge wire screen 21 curved along the inclined surface, so that the water flow is less likely to be disturbed on the surface of the water intake portion 20, and the inner layer Water can flow on the inclined surface 10 while maintaining the 6a and the surface layer 6b. Also, due to the shape of the wedge wire 22 , the Coanda effect acts in the slit 23 , making it easier for the water 6 to be drawn into the water intake space 30 .

以上説明したように、本発明に係る取水装置1によれば、取水部20に枝葉等の水への混入物7を詰まり難くすることができる。また、河川漂流物の大半は枝葉などの自然物であるが、かかる取水装置1ではそれらをそのまま流下させることができるので、下流部の生態環境の変化を最小限に抑えることができる。
さらに、傾斜面10を流れる水量が少なくなり、枝葉が越流部5の上端表面に張り付きそうになった場合でも、一定の流量が流れることで、容易に枝葉が越流部5から下流に流され、傾斜面10を円滑に流れる。
As described above, according to the water intake device 1 of the present invention, it is possible to prevent the water intake section 20 from being clogged with contaminants 7 such as branches and leaves. In addition, most of the river flotsam is natural matter such as branches and leaves, but the water intake device 1 allows them to flow down as they are, so that changes in the downstream ecological environment can be minimized.
Furthermore, even when the amount of water flowing on the inclined surface 10 is reduced and the branches and leaves are about to stick to the upper end surface of the overflow portion 5, the constant flow allows the branches and leaves to easily flow downstream from the overflow portion 5. and flows smoothly on the inclined surface 10.

次に、本発明の第二実施形態に係る取水装置について、添付図面を参照しながら詳細に説明する。図4に示すように、かかる取水装置51は、地下貯留槽の取水口40部分に取り付けられる場合を例に挙げて説明する。本実施形態の地下貯留槽の取水口40は、上段面52と、上段面52よりも所定高さ低い下段面53との間に形成された法面に配置することができる。 Next, a water intake device according to a second embodiment of the present invention will be described in detail with reference to the accompanying drawings. As shown in FIG. 4, the case where the water intake device 51 is attached to the water intake port 40 of the underground storage tank will be described as an example. The water intake 40 of the underground storage tank of this embodiment can be arranged on a slope formed between an upper surface 52 and a lower surface 53 lower than the upper surface 52 by a predetermined height.

地下貯留槽に設けられる取水装置51は、基本的な構成は第一実施形態の取水装置1と同様であるが、水が流れる傾斜面10と、傾斜面10の上流側に設けられた流入部55と、傾斜面10に設けられ地下貯留槽に繋がる取水部20と、取水部20の下方の取水空間30とを備えている。つまり、取水装置51は、取水装置1に流入部55をさらに備えて構成されている。流入部55は、取水装置1の上流端部に位置しており、上段面52の下流端から取水装置51に向けて水が流れ込む部分である。 The water intake device 51 provided in the underground storage tank has the same basic configuration as the water intake device 1 of the first embodiment, but has an inclined surface 10 through which water flows and an inflow portion provided on the upstream side of the inclined surface 10. 55 , a water intake section 20 provided on the inclined surface 10 and connected to an underground storage tank, and a water intake space 30 below the water intake section 20 . That is, the water intake device 51 is configured by further including the inflow portion 55 in the water intake device 1 . The inflow portion 55 is located at the upstream end of the water intake device 1 and is a portion into which water flows from the downstream end of the upper stage surface 52 toward the water intake device 51 .

傾斜面10は、第一湾曲部11と第二湾曲部12とを備えている。第一湾曲部11は、流入部55の表面に連続して順次傾斜が急になるように構成されている。本実施形態では、流入部55の表面は水平であるので、傾斜面10の上端部は、水平から徐々に傾斜している。流入部55の表面が傾斜している場合は、傾斜面10の上端部は、流入部55の傾斜角度から始まり徐々に傾斜していく。なお、第二湾曲部12と取水部20は、第一実施形態と同様であるので、同じ符号を付して説明を省略する。 The inclined surface 10 has a first curved portion 11 and a second curved portion 12 . The first curved portion 11 is configured such that the slope continues to become steeper in sequence from the surface of the inflow portion 55 . In this embodiment, since the surface of the inflow portion 55 is horizontal, the upper end portion of the inclined surface 10 is gradually inclined from the horizontal. When the surface of the inflow portion 55 is inclined, the upper end portion of the inclined surface 10 gradually inclines starting from the inclination angle of the inflow portion 55 . In addition, since the second curved portion 12 and the water intake portion 20 are the same as those in the first embodiment, they are denoted by the same reference numerals and the description thereof is omitted.

取水空間30は、取水部20の下方に所定深さで形成されている。取水空間30は、上段面52側の第一壁部32aと、下段面53側の第二壁部32bと、第一壁部32aと第二壁部32bと交差する側壁部32cと、底面部32dとで区画されている。本実施形態では、第一壁部32aの上端面が流入部55の表面となっている。取水空間30には、取水した水を例えば地下貯留槽(図示せず)へ搬送する配管31が接続されている。なお、取水空間30を大きく形成し、取水空間30を地下貯留槽としてもよい。 The water intake space 30 is formed with a predetermined depth below the water intake section 20 . The water intake space 30 includes a first wall portion 32a on the upper stage surface 52 side, a second wall portion 32b on the lower stage surface 53 side, a side wall portion 32c intersecting the first wall portion 32a and the second wall portion 32b, and a bottom portion. 32d. In this embodiment, the upper end surface of the first wall portion 32 a is the surface of the inflow portion 55 . A pipe 31 is connected to the water intake space 30 for conveying the taken water to, for example, an underground storage tank (not shown). In addition, the water intake space 30 may be formed large and may be used as an underground storage tank.

このような構成の取水装置51によれば、地下貯留槽の流入部55の表面に連続して順次傾斜が急になる第一湾曲部11を備えているので、第一実施形態と同様の作用効果を得られる。つまり、傾斜面10を流れる水6が、コアンダ効果によって層流となり内側層6aと表層6bとに分かれる(図3参照)。そのため、地下貯留槽に設けられる取水装置51であっても、枝葉等の混入物は表層の流れに乗って流され、内側層6aの水6が取水部20から効率的に取り込まれる。したがって、取水部20への混入物の接触が抑制され、取水部20へ混入物が詰まり難くなる。そして、上段面52から傾斜面10に流れた水6は、大部分が取水装置51に取り込まれ、下段面53へ流れる水6が大幅に削減される。 According to the water intake device 51 having such a configuration, since the surface of the inflow portion 55 of the underground storage tank is provided with the first curved portion 11 whose inclination is gradually steeper, the effect is the same as that of the first embodiment. You get the effect. That is, the water 6 flowing on the inclined surface 10 becomes a laminar flow due to the Coanda effect and is divided into an inner layer 6a and a surface layer 6b (see FIG. 3). Therefore, even in the water intake device 51 provided in the underground storage tank, contaminants such as branches and leaves are washed away by the flow of the surface layer, and the water 6 in the inner layer 6a is efficiently taken in from the water intake portion 20. Therefore, contact of contaminants with the water intake section 20 is suppressed, and the water intake section 20 is less likely to be clogged with contaminants. Most of the water 6 flowing from the upper surface 52 to the inclined surface 10 is taken into the water intake device 51, and the amount of water 6 flowing to the lower surface 53 is greatly reduced.

以上、本発明を実施するための形態について説明したが、本発明は前記実施形態に限定する趣旨ではなく、本発明の趣旨を逸脱しない範囲で適宜設計変更が可能である。例えば、前記第一実施形態では、取水装置1は河川2に設けられた比較的小規模な堰3に設けられているが、これに限定されるものではない。かかる取水装置1は、大規模なダム等の他の堰であっても適用可能である。 Although the embodiments for carrying out the present invention have been described above, the present invention is not intended to be limited to the above-described embodiments, and design changes can be made as appropriate without departing from the spirit of the present invention. For example, in the first embodiment, the water intake device 1 is provided in the relatively small weir 3 provided in the river 2, but it is not limited to this. Such a water intake device 1 can be applied to other weirs such as large-scale dams.

また、前記実施形態の取水装置1は、堰3の幅方向の一部分に設けられた水通し部4に連続して設けられているが、これに限定されるものではない。堰3の幅方向全体に渡って取水部20を設けるようにしてもよい。このような構成によれば、傾斜面10の幅が小さい場合でも多くの水を取水することができる。 Moreover, although the water intake device 1 of the above-described embodiment is provided continuously with the water passage portion 4 provided in a portion of the weir 3 in the width direction, it is not limited to this. The water intake portion 20 may be provided over the entire width of the weir 3 . With such a configuration, a large amount of water can be taken in even when the width of the inclined surface 10 is small.

1 取水装置
2 河川
3 堰
5 越流部
6 水
6a 内側層
6b 表層
7 混入物
10 傾斜面
11 第一湾曲部
12 第二湾曲部
20 取水部
21 ウェッジワイヤスクリーン
51 取水装置
55 流入部
REFERENCE SIGNS LIST 1 water intake device 2 river 3 weir 5 overflow section 6 water 6a inner layer 6b surface layer 7 contaminants 10 inclined surface 11 first curved section 12 second curved section 20 water intake section 21 wedge wire screen 51 water intake device 55 inflow section

Claims (2)

堰に設けられる取水装置であって、
前記堰の下流側に形成された傾斜面と、前記傾斜面に設けられた取水部とを備えており、
前記傾斜面は、当該傾斜面を流れる水に内側層と表層とが形成されるように、前記堰の上端の越流部の上端表面に連続して順次傾斜が急になる第一湾曲部と、前記第一湾曲部に連続して順次傾斜が緩くなる第二湾曲部とを備え、断面S字形状を呈し、
前記取水部は、前記傾斜面に沿って湾曲したウェッジワイヤスクリーンにて構成されており、前記傾斜面の上端部から下端部にかけて前記傾斜面の湾曲形状に沿って傾斜面全体に亘って設けられており、
前記ウェッジワイヤスクリーンは、水の流れに交差する方向に延設され逆三角形の断面形状をしたウェッジワイヤを等間隔に並べることにより、隣り合う前記ウェッジワイヤ間にスリットを形成したスクリーンである
ことを特徴とする取水装置。
A water intake device provided in a weir,
An inclined surface formed on the downstream side of the weir, and a water intake section provided on the inclined surface,
The sloping surface has a first curved portion that is continuous with the upper end surface of the overflow portion of the upper end of the weir and gradually slopes steeply so that an inner layer and a surface layer are formed on the water flowing on the sloping surface . , and a second curved portion that is continuous with the first curved portion and whose inclination gradually becomes gentler, and has an S-shaped cross section,
The water intake portion is composed of a wedge wire screen curved along the inclined surface, and is provided over the entire inclined surface along the curved shape of the inclined surface from the upper end to the lower end of the inclined surface. and
The wedge wire screen is a screen in which slits are formed between adjacent wedge wires by arranging wedge wires extending in a direction intersecting the flow of water and having an inverted triangular cross-sectional shape at regular intervals.
A water intake device characterized by:
地下貯留槽に設けられる取水装置であって、
水が流れる傾斜面と、前記傾斜面の上流側に設けられた流入部と、傾斜面に設けられ前記地下貯留槽に繋がる取水部と、を備えており、
前記傾斜面は、当該傾斜面を流れる水に内側層と表層とが形成されるように、前記流入部の表面に連続して順次傾斜が急になる第一湾曲部と、前記第一湾曲部に連続して順次傾斜が緩くなる第二湾曲部とを備え、断面S字形状を呈し、
前記取水部は、前記傾斜面に沿って湾曲したウェッジワイヤスクリーンにて構成されており、前記傾斜面の上端部から下端部にかけて前記傾斜面の湾曲形状に沿って傾斜面全体に亘って設けられており、
前記ウェッジワイヤスクリーンは、水の流れに交差する方向に延設され逆三角形の断面形状をしたウェッジワイヤを等間隔に並べることにより、隣り合う前記ウェッジワイヤ間にスリットを形成したスクリーンである
ことを特徴とする取水装置。
A water intake device provided in an underground storage tank,
An inclined surface through which water flows, an inflow portion provided on the upstream side of the inclined surface, and a water intake portion provided on the inclined surface and connected to the underground storage tank,
The slanted surface has a first curved portion that is continuous with the surface of the inflow portion and has a steeper slope in order so that an inner layer and a surface layer are formed on the water flowing on the slanted surface , and the first curved portion. and a second curved portion whose inclination gradually becomes gentler continuously, exhibiting an S-shaped cross section,
The water intake portion is composed of a wedge wire screen curved along the inclined surface, and is provided over the entire inclined surface along the curved shape of the inclined surface from the upper end to the lower end of the inclined surface. and
The wedge wire screen is a screen in which slits are formed between adjacent wedge wires by arranging wedge wires extending in a direction intersecting the flow of water and having an inverted triangular cross-sectional shape at regular intervals.
A water intake device characterized by:
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003034923A (en) 2001-05-18 2003-02-07 Eco Planner:Kk Movable sluice integrated water intake device and water intake method
JP2014034869A (en) 2012-08-10 2014-02-24 Chugoku Electric Power Co Inc:The Intake device
JP2015010467A (en) 2013-07-01 2015-01-19 株式会社サンエイ Intake device
JP2019116781A (en) 2017-12-27 2019-07-18 日本エンヂニヤ株式会社 Intake screen installed in intake device of surface water

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09132929A (en) * 1995-11-08 1997-05-20 Mitsuo Shintaku Water reserving method on riverbed and river floor

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003034923A (en) 2001-05-18 2003-02-07 Eco Planner:Kk Movable sluice integrated water intake device and water intake method
JP2014034869A (en) 2012-08-10 2014-02-24 Chugoku Electric Power Co Inc:The Intake device
JP2015010467A (en) 2013-07-01 2015-01-19 株式会社サンエイ Intake device
JP2019116781A (en) 2017-12-27 2019-07-18 日本エンヂニヤ株式会社 Intake screen installed in intake device of surface water

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