JP2013032766A - Hydraulic power unit - Google Patents

Hydraulic power unit Download PDF

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JP2013032766A
JP2013032766A JP2012027886A JP2012027886A JP2013032766A JP 2013032766 A JP2013032766 A JP 2013032766A JP 2012027886 A JP2012027886 A JP 2012027886A JP 2012027886 A JP2012027886 A JP 2012027886A JP 2013032766 A JP2013032766 A JP 2013032766A
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water
falling
channel
generator according
hydroelectric
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JP5217025B2 (en
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Osamu Nagao
納 長尾
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
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    • Y02E10/20Hydro energy

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Abstract

PROBLEM TO BE SOLVED: To provide a hydraulic power unit capable of constantly imparting a sufficient rotative force to a waterwheel without being affected by the quantity of water of a river, and stably generating electric power even with a small quantity of the water.SOLUTION: The hydraulic power unit includes: an overfall part 20 into which the running water from an upper stage falls intensively; an overfall channel 21 which is continuously located at the lower end of the overfall part 20, and allows falling water to fall to the waterwheel 25; and a discharge channel 36 which continuously extends from the overfall channel 21, and discharges the falling water from the overfall channel 21 downstream. The overfall part 20 includes a water-storage region which is defined by an assumed upper-limit water level and an assumed lower-limit water level. The overfall channel 21 includes a water-volume adjustment plates 41 above the waterwheel 25. By adjusting an opening width of the overfall channel 21 with the water-volume adjustment plates 41, the quantity of the water is kept between the assumed upper-limit water level and the assumed lower-limit water level.

Description

本発明は、大小様々な河川の水流エネルギーを利用して発電することが可能な水力発電装置の改良に関する。   The present invention relates to an improvement in a hydroelectric power generation apparatus capable of generating electric power by utilizing water flow energy of rivers of various sizes.

河川の水流エネルギーを利用した水力発電装置は、特許文献等で種々散見される中、本発明者は、実用新案登録第3160002号に係る水力発電装置を既に提案している。この水力発電装置10は、図15に示すように、川床に上下の段差のある自然河川の下段部の川床に河川の両岸に連なって設置されるもので、河川上段部の水流をその天井面上に流して導水路となすために同装置の天井部を河川上段部の川床と同一平面にして設置されている。   While various hydroelectric generators using river energy are found in patent documents and the like, the present inventor has already proposed a hydroelectric generator according to Utility Model Registration No. 3160002. As shown in FIG. 15, this hydroelectric power generation apparatus 10 is installed continuously on both river banks on the lower riverbed of a natural river with a riverbed with upper and lower steps. In order to flow on the surface and become a water conduit, the ceiling of the device is installed on the same plane as the river bed of the upper river.

そして、前記水力発電装置10は、落水部20、水車25、発電室30および落水誘導ブロック壁35により構成されている。落水部20は、底部中央に落水路21を有し、この落水路21に向けてV字型、より的確には逆ハの字状に落水斜面22が形成されている。水車25は落水斜面22下に設置されており、落水斜面22からの落水を受けて回転し、その回転運動を発電室30に伝達するものである。   The hydroelectric power generation apparatus 10 is constituted by a falling water section 20, a water wheel 25, a power generation chamber 30, and a falling water guide block wall 35. The falling water section 20 has a falling water path 21 at the center of the bottom, and a falling water slope 22 is formed toward the falling water path 21 in a V shape, more precisely in a reverse C shape. The water wheel 25 is installed under the falling slope 22, receives the falling water from the falling slope 22, rotates, and transmits the rotational motion to the power generation chamber 30.

発電室30は、側面にメンテナンスなどのための出入口を有するものとされ、落水部20の上流側に連設され、水車25の回転運動を伝達して発電する発電装置を備えている。また、落水誘導ブロック壁35は、落水を水車25に誘導するもので、落水部20の下流側に連設されており、その下部には落水路21と連通する放水路36が形成されている。   The power generation chamber 30 is provided with a doorway for maintenance and the like on the side surface, and is provided continuously with the upstream side of the water falling part 20 and includes a power generation device that transmits the rotational motion of the water turbine 25 to generate power. Further, the falling water guiding block wall 35 guides falling water to the water wheel 25, and is connected to the downstream side of the falling water portion 20, and a water discharge channel 36 communicating with the falling water channel 21 is formed in the lower part thereof. .

前記水力発電装置10によると、河川の水流すべてが落水部20に入り、落水斜面22により水流が集中させられ、それにより水流が強められて水車25に運ばれることで、水車25を回転させる。これにより、水流のエネルギーが回転運動に変換され、水車25の回転運動が発電室30内の水車25の回転軸に配設された動輪(駆動輪)(図示せず。)を回転させ、この回転運動が回転伝達ベルト(図示せず。)を経て発電機(図示せず。)の回転軸に配設された動輪(従動輪)に伝わり、発電機を作動させることとなる。これで、河川の水量が少ない場合でも水流のほぼ100%を発電に利用することができる。   According to the hydroelectric power generation apparatus 10, the entire water flow of the river enters the water falling part 20, and the water flow is concentrated by the water falling slope 22, whereby the water flow is strengthened and carried to the water wheel 25, thereby rotating the water wheel 25. As a result, the energy of the water flow is converted into rotational motion, and the rotational motion of the water turbine 25 rotates the driving wheel (drive wheel) (not shown) disposed on the rotational shaft of the water turbine 25 in the power generation chamber 30. The rotational motion is transmitted to a driving wheel (driven wheel) disposed on a rotating shaft of a generator (not shown) via a rotation transmission belt (not shown), and the generator is operated. Thus, even when the amount of water in the river is small, almost 100% of the water flow can be used for power generation.

しかしながら、特許文献1の技術は、水量が少ない場合でも発電に利用できるとはいえ、河川の水量に依存するところが大きく、少ない水量では水車に充分な回転力を付与できず、その結果、発電量の低下を招くという課題があることが判明した。   However, although the technique of Patent Document 1 can be used for power generation even when the amount of water is small, it largely depends on the amount of water in the river, and a small amount of water cannot provide sufficient rotational force to the water turbine. It has been found that there is a problem of incurring a decline.

実用新案登録第3160002号公報Utility Model Registration No.3160002

本発明はかかる従来技術の課題に鑑みなされたものであって、河川の水量に左右されることなく、水車に常時充分な回転力を付与し、少ない水量の下でも安定的な発電を行える水力発電装置を提供することを目的としている。   The present invention has been made in view of the problems of the prior art, and is not affected by the amount of water in the river, and always provides sufficient rotational force to the water turbine, so that stable power generation is possible even under a small amount of water. The purpose is to provide a power generator.

本発明の水力発電装置は、川床に上下の段差のある河川または用水路の下段部に設置される水力発電装置であって、前記上段側からの流水を集中させながら落水する落水部と、前記落水部の下端に連設され前記落水を水車に落下させる落水路と、前記落水路に連設され同落水路からの同落水を下流に放水する放水路とを有し、前記落水部は、想定上限水位と想定下限水位とにより規定される貯水領域を有し、前記落水路は、前記水車の上方に駆動源を具える水量調整板を有し、前記駆動源は、前記水量調整板を水平方向に進退自在に駆動するものとされ、前記貯水領域の貯水量は、前記水量調整板により前記落水路の開口幅を調整することにより、想定上限水位と想定下限水位との間で調整されることを特徴とする。   The hydroelectric generator of the present invention is a hydroelectric generator installed at a lower part of a river or irrigation channel having an upper and lower level difference on a river bed, and a falling part that falls while concentrating flowing water from the upper stage side, and the falling water A drainage channel that is connected to the lower end of the unit and drops the falling water onto a water turbine, and a drainage channel that is connected to the drainage channel and discharges the falling water from the drainage channel downstream. The water storage area is defined by an upper limit water level and an assumed lower limit water level, the falling water channel has a water amount adjustment plate having a drive source above the water wheel, and the drive source is configured to level the water amount adjustment plate. The water storage amount of the water storage region is adjusted between an assumed upper limit water level and an assumed lower limit water level by adjusting the opening width of the water drainage channel with the water amount adjustment plate. It is characterized by that.

本発明の水力発電装置においては、落水路が片側または両側に水量調整板を有するものとされる。   In the hydroelectric generator of the present invention, the falling water channel has a water amount adjusting plate on one side or both sides.

また、本発明の水力発電装置においては、落水部と落水路と放水路との組が、複数組川幅方向に並列配置されてもよい。   Moreover, in the hydroelectric generator of this invention, the group of a waterfall part, a waterfall channel, and a water discharge channel may be arrange | positioned in parallel in multiple groups river width direction.

さらに、本発明の水力発電装置においては、対向配置された一対の水車を落水路に有し、前記落水路の前記対向配置された一対の水車の中間部上方に落水を分流させる分流板を有し、前記分流板に対向配置された一対の水量調整板を前記落水路に有するようにされてもよい。   Furthermore, the hydroelectric power generation device of the present invention has a pair of water turbines arranged opposite to each other in a falling water channel, and has a flow dividing plate for dividing the water falling above an intermediate portion of the pair of water turbines arranged opposite to each other in the water falling channel. In addition, a pair of water amount adjusting plates disposed opposite to the flow dividing plate may be provided in the water channel.

さらに、本発明の水力発電装置においては、上段側に連設され流水を落水部に導水する導水路を有するようにされてもよい。   Furthermore, in the hydroelectric generator of this invention, you may make it have a water conduit which is connected with the upper stage side and leads a flowing water to a falling part.

さらに、本発明の水力発電装置においては、落水部の上部にゴミ捕捉部材が配設されてなるのが好ましい。   Furthermore, in the hydroelectric power generation device of the present invention, it is preferable that a dust catching member is disposed on the upper part of the falling water part.

さらに、本発明の水力発電装置においては、ゴミ捕捉部材の上方に落水部を閉塞する閉塞板が配設されてなるのが好ましい。その場合、閉塞板が川岸の一方に配設されてもよく、閉塞板が川岸の両方に配設されてもよく、あるいは閉塞板が導水路の下方に配設されてもよい。閉塞板が導水路の下方に配設されるときには、閉塞板が二重とされてなるのがさらに好ましい。   Furthermore, in the hydraulic power generation device of the present invention, it is preferable that a closing plate for closing the falling portion is disposed above the dust catching member. In that case, the blocking plate may be disposed on one of the river banks, the blocking plate may be disposed on both of the river banks, or the blocking plate may be disposed below the water conduit. When the closing plate is disposed below the water conduit, it is more preferable that the closing plate is doubled.

さらに、本発明の水力発電装置においては、水量調整板が弁とされてなるのが好ましい。   Furthermore, in the hydroelectric generator of the present invention, it is preferable that the water amount adjusting plate is a valve.

さらに、本発明の水力発電装置においては、対向配置された一対の水車を落水路に有し、前記落水路の前記対向配置された一対の水車の上方において落水を分流させ、前記分流された分流路のそれぞれに弁を介装してなるようにされてもよい。   Furthermore, in the hydroelectric generator of the present invention, the waterfall has a pair of water turbines arranged opposite to each other, and the waterfall is divided above the pair of waterwheels arranged opposite to each other in the waterfall, so that the divided flow is divided. A valve may be interposed in each of the paths.

さらに、本発明の水力発電装置においては、弁が電動弁とされてなるのが好ましい。   Furthermore, in the hydroelectric generator of the present invention, it is preferable that the valve is an electric valve.

さらに、本発明の水力発電装置においては、落水路の川の流れに直交方向の幅が、水量調整板の駆動源が川幅内に配設されるよう調整されてなるのが好ましい。   Furthermore, in the hydroelectric power generation device of the present invention, it is preferable that the width in the direction orthogonal to the river flow in the downfall channel is adjusted so that the drive source of the water amount adjusting plate is disposed within the river width.

さらに、本発明の水力発電装置においては、想定上限水位を検出する上限水位センサと、想定下限水位を検出する下限センサと、前記上限水位センサおよび下限センサからの信号に応答して水量調整板の駆動源を制御するコンピュータとを備えてなるのが好ましい。   Furthermore, in the hydroelectric generator of the present invention, an upper limit water level sensor that detects an assumed upper limit water level, a lower limit sensor that detects an assumed lower limit water level, and a water amount adjustment plate in response to signals from the upper limit water level sensor and the lower limit sensor. And a computer for controlling the drive source.

さらに、本発明の水力発電装置においては、水車の回転軸に駆動輪が配設され、前記動輪が発電機の回転軸に配設された前記駆動輪より小径の従動輪とベルト掛けされてなるのが好ましい。   Furthermore, in the hydroelectric generator of the present invention, the driving wheel is disposed on the rotating shaft of the water turbine, and the moving wheel is belted with a driven wheel having a smaller diameter than the driving wheel disposed on the rotating shaft of the generator. Is preferred.

さらに、本発明の水力発電装置においては、駆動源が手動操作可能とされてもよい。   Furthermore, in the hydroelectric generator of the present invention, the drive source may be manually operable.

さらに、本発明の水力発電装置においては、導水路に開口を有する魚道が付設されてもよい。その場合、魚道の導水路側の開口部下部が、導水路底面より下方とされてなるのが好ましい。   Furthermore, in the hydroelectric generator of the present invention, a fishway having an opening in the water conduit may be attached. In that case, it is preferable that the lower part of the opening on the side of the waterway of the fishway is located below the bottom surface of the waterway.

さらに、本発明の水力発電装置においては、導水路に開口を有する取水路が付設されてもよい。その場合、取水路の導水路側の開口部下部が、導水路底面より下方とされてなるのが好ましい。   Furthermore, in the hydroelectric generator of the present invention, a water intake channel having an opening in the water conduit may be attached. In that case, it is preferable that the lower part of the opening on the water conduit side of the intake channel is located below the bottom surface of the water conduit.

本発明は、前記の如く構成されているので、段差を有する河川や用水路の落差を利用して水量が少ない場合でも安定した発電がなし得るという優れた効果が得られる。   Since the present invention is configured as described above, it is possible to obtain an excellent effect that stable power generation can be achieved even when the amount of water is small by utilizing a head of a river having a step or a water channel.

本発明の実施形態1に係る水力発電装置の概略図である。1 is a schematic diagram of a hydroelectric generator according to Embodiment 1 of the present invention. 同実施形態の変形例の概略図である。It is the schematic of the modification of the embodiment. 本発明の実施形態2に係る水力発電装置の概略図である。It is the schematic of the hydraulic power unit which concerns on Embodiment 2 of this invention. 本発明の実施形態3に係る水力発電装置の要部概略図である。It is a principal part schematic of the hydraulic power unit which concerns on Embodiment 3 of this invention. 同実施形態の変形例の要部概略図である。It is a principal part schematic of the modification of the embodiment. 本発明の実施形態4に係る水力発電装置の要部概略図である。It is a principal part schematic of the hydraulic power unit which concerns on Embodiment 4 of this invention. 本発明の実施形態5に係る水力発電装置の要部概略図である。It is a principal part schematic of the hydraulic power unit which concerns on Embodiment 5 of this invention. 本発明の実施形態6に係る水力発電装置の要部断面図である。It is principal part sectional drawing of the hydraulic power unit which concerns on Embodiment 6 of this invention. 同概略平面図である。It is the same schematic plan view. 本発明の実施形態7に係る水力発電装置のフロー図である。It is a flowchart of the hydraulic power unit which concerns on Embodiment 7 of this invention. 同実施形態の変形例のフロー図である。It is a flowchart of the modification of the embodiment. 本発明の実施形態8に係る水力発電装置の平面図である。It is a top view of the hydraulic power unit concerning Embodiment 8 of the present invention. 同正面図である。It is the same front view. 本発明の変形例の概略図である。It is the schematic of the modification of this invention. 特許文献1の提案に係る水力発電装置の概略斜視図である。1 is a schematic perspective view of a hydroelectric power generator according to a proposal in Patent Document 1. FIG.

以下、添付図面を参照しながら本発明を実施形態に基づいて説明するが、本発明はかかる実施形態のみに限定されるものではない。   Hereinafter, although the present invention is explained based on an embodiment, referring to an accompanying drawing, the present invention is not limited only to this embodiment.

実施形態1
図1に、本発明の実施形態1に係る水力発電装置を概略図で示す。なお、水力発電装置10の全体構造は従来技術に準ずるので、同一符号を付して同装置の図示説明は省略する。図中、符号20は落水部、符号21は落水路、符号22は落水斜面、符号25は水車、符号30は発電室、符号31は発電室内の動輪(駆動輪)、符号32は回転伝達ベルト、符号33は発電機をそれぞれ示す。
Embodiment 1
FIG. 1 is a schematic diagram showing a hydroelectric generator according to Embodiment 1 of the present invention. In addition, since the whole structure of the hydroelectric generator 10 is based on a prior art, the same code | symbol is attached | subjected and illustration description of the same apparatus is abbreviate | omitted. In the figure, reference numeral 20 is a falling portion, reference numeral 21 is a falling channel, reference numeral 22 is a falling slope, reference numeral 25 is a water wheel, reference numeral 30 is a power generation chamber, reference numeral 31 is a driving wheel (drive wheel) in the power generation chamber, and reference numeral 32 is a rotation transmission belt. Reference numeral 33 denotes a generator.

本実施形態の水力発電装置10の特徴は、落水斜面22と落水路21との境目に水量調整板41を配設したところにある。水量調整板41は、落水路21の開口を河川の両岸から開閉するもので、駆動源42によって水平方向にスライドし、そのスライド量も可変となっている。水量調整板41は、また、その開閉量の調整により、落水部20における想定上限水位と想定下限水位とにより規定される貯水領域に貯水することができ、その貯水量と水車25への放水量を調整することで、水車25への常時の放水が可能となる。特に河川の水量が少ない場合には、水量調整板41を閉塞方向に作動させることで、落水部20の貯水量を増加させることができる。   A feature of the hydroelectric generator 10 of the present embodiment is that a water amount adjusting plate 41 is disposed at the boundary between the falling slope 22 and the falling channel 21. The water amount adjusting plate 41 opens and closes the opening of the falling water channel 21 from both banks of the river, and slides in the horizontal direction by the drive source 42, and the sliding amount is also variable. The water amount adjustment plate 41 can also store water in a water storage area defined by the assumed upper limit water level and the assumed lower limit water level in the falling water portion 20 by adjusting the opening / closing amount thereof, and the water storage amount and the water discharge amount to the water turbine 25. By adjusting this, it is possible to always discharge water to the water turbine 25. In particular, when the amount of water in the river is small, the amount of water stored in the falling portion 20 can be increased by operating the water amount adjustment plate 41 in the closing direction.

貯水量が増加すれば水面が上昇し、それにともなって圧力水頭も上昇するので、水車25に伝達されるエネルギーが増大する。その結果、発電量が増大する。それ故、落水部20の水位を可能なかぎり高水位としながら、入水量と落水量との均衡を保つようにすることが高出力発電を行うためのキーポイントとであり、本実施形態ではそうなるよう水量調整板41の開度の調整がなされる。   If the amount of stored water increases, the water surface rises and the pressure head rises accordingly, so that the energy transmitted to the turbine 25 increases. As a result, the amount of power generation increases. Therefore, maintaining the balance between the amount of incoming water and the amount of water falling while keeping the water level of the water falling part 20 as high as possible is a key point for high-output power generation. The opening degree of the water amount adjustment plate 41 is adjusted so as to be.

なお、水量調整板41は、その一方を所望開閉量で停止させておき、他方だけを作動させることも可能である。これを発展させて、図2に示すように、水量調整板41を片側だけとすることも可能である。
また、本実施形態では水車25が一基の場合につき説明したが、設置間隔を狭めにした一対の水車25,25に適用することも可能である。さらに、本実施形態は、用水路にも適用することができる。
One of the water amount adjustment plates 41 can be stopped at a desired opening / closing amount and only the other can be operated. By developing this, as shown in FIG. 2, the water amount adjusting plate 41 can be provided only on one side.
Moreover, although this embodiment demonstrated about the case where the number of the water turbines 25 was one, it is also possible to apply to a pair of water turbines 25 and 25 which narrowed the installation space | interval. Furthermore, this embodiment can also be applied to a water channel.

落水斜面22には、落水部20の前記想定上限水位を検知する上限水位センサ43と前記想定下限水位を検知する下限水位センサ44がそれぞれ配置され、これら水位センサ43,44と水量調整板41の駆動源42とはコンピュータ45に接続されている。このコンピュータ45は、落水部20での各水位センサ43,44による貯水量の水位変化に応じて、水量調整板41の開閉動作を自動的に制御するものである。
なお、上限水位センサ43と下限水位センサ44の配置間隔は任意に設定され、配置間隔の広狭により、コンピュータ45を介した水量調整板41を動かす駆動源42の作動の時間的間隔が決定される。
On the falling water slope 22, an upper limit water level sensor 43 for detecting the assumed upper limit water level of the falling water part 20 and a lower limit water level sensor 44 for detecting the assumed lower limit water level are respectively disposed, and the water level sensors 43, 44 and the water amount adjusting plate 41 The drive source 42 is connected to the computer 45. The computer 45 automatically controls the opening / closing operation of the water amount adjusting plate 41 in accordance with the change in the water level of the water storage amount by the water level sensors 43 and 44 in the water falling part 20.
Note that the arrangement interval between the upper limit water level sensor 43 and the lower limit water level sensor 44 is arbitrarily set, and the time interval of operation of the drive source 42 that moves the water amount adjustment plate 41 via the computer 45 is determined depending on the arrangement interval. .

本実施形態によると、いま、水量調整板41を所定量閉じて(または開けて)、開いた落水路21の開口から放水して水車25を回転させている状態で、水量調整板41を狭めていくと、放水量よりも河川からの落水量が多くなり、やがて落水部20の貯水領域に貯水され、貯水量が増加する。この状態が継続されると、落水部20の貯水量は、水車25への放水を継続しつつ漸増していき、その水位が上限水位センサ43に達すると、上限水位センサ43がこれを検知する。すると、コンピュータ45が駆動源42を作動させ、水量調整板41を開放方向にスライドさせる。これにより、水車25への放水量が増加し、落水部20における貯水領域の貯水量が低下する。そして、貯水量の水位が下限水位センサ44に達したときには、下限水位センサ44がこれを検知し、コンピュータ45は再び駆動源42を作動させ、今度は水量調整板41を閉塞方向に作動させる。   According to the present embodiment, the water amount adjusting plate 41 is closed (or opened) by a predetermined amount, and the water amount adjusting plate 41 is narrowed in a state where the water wheel 25 is rotated by discharging water from the opening of the opened falling water channel 21. As the amount of water falls, the amount of water falling from the river becomes larger than the amount of water discharged, and eventually the water is stored in the water storage area of the water falling part 20 and the amount of stored water increases. If this state is continued, the amount of water stored in the water falling part 20 gradually increases while continuing to discharge water to the water wheel 25, and when the water level reaches the upper limit water level sensor 43, the upper limit water level sensor 43 detects this. . Then, the computer 45 activates the drive source 42 and slides the water amount adjustment plate 41 in the opening direction. Thereby, the water discharge amount to the water wheel 25 increases, and the water storage amount of the water storage area in the water falling part 20 decreases. When the water level of the stored water amount reaches the lower limit water level sensor 44, the lower limit water level sensor 44 detects this, and the computer 45 operates the drive source 42 again, and this time operates the water amount adjustment plate 41 in the closing direction.

以上のような一連の動作中、水車25には河川の流量に左右されずに放水が行われているので、安定した発電が可能となる。なお、コンピュータ制御を行わない場合は、駆動源42を手動操作可能とし、落水部20における貯水領域の貯水量を目視し、駆動源42を手動操作することで、水車25への継続的な放水が可能となり、コンピュータ制御の場合と同様に安定した発電が可能となる。   During the series of operations as described above, the water turbine 25 is discharged regardless of the flow rate of the river, so that stable power generation is possible. When the computer control is not performed, the drive source 42 can be manually operated, the amount of water stored in the water storage area in the water falling portion 20 is visually observed, and the drive source 42 is manually operated to continuously discharge water to the water turbine 25. This enables stable power generation as in the case of computer control.

実施形態2
図3に、本発明の実施形態2を示す。実施形態1と異なる構成は、適用される水車25を一対とし、これらを適度な間隔を保ったうえで配設し、落水路21の開口中央に、この落水路21を横切る分流板46を設置したことにある。そして、水量調整板41,41は、分流板46により分けられた落水路21の分流開口47,47を、分流板46に対して両岸から水平方向にそれぞれ進退させてスライド開閉させ、落水部20の貯水量と水車25への放水量を分流調整するものである。これにより、分流開口47,47のそれぞれから一対の水車25,25のそれぞれに、水量調整板41,41の開閉量に応じた放水をロスなく的確に行うことができる。
Embodiment 2
FIG. 3 shows a second embodiment of the present invention. The configuration different from that of the first embodiment is that a pair of water turbines 25 to be applied is arranged with an appropriate interval between them, and a flow dividing plate 46 that crosses the waterfall 21 is installed at the center of the opening of the waterfall 21. It is to have done. Then, the water amount adjusting plates 41 and 41 slide and open the diversion openings 47 and 47 of the falling water channel 21 divided by the diverting plate 46 in the horizontal direction with respect to the diverting plate 46 from both banks, respectively. The diversion adjustment of the water storage amount of 20 and the water discharge amount to the water turbine 25 is performed. Thereby, the water discharge according to the opening / closing amount of the water amount adjusting plates 41, 41 can be accurately performed from the diversion openings 47, 47 to the pair of water turbines 25, 25 without any loss.

なお、水量調整板41についても、その一方を所望開閉量で停止させておき、他方だけを作動させることが可能である。その他の構成および作用は実施形態1と同様とされている。また、本実施形態も用水路に適用可能である。   One of the water amount adjusting plates 41 can also be stopped at a desired opening / closing amount, and only the other can be operated. Other configurations and operations are the same as those of the first embodiment. Moreover, this embodiment is also applicable to a water channel.

実施形態3
図4に、本発明の実施形態3に係る水力発電装置10の要部を示す。実施形態3は実施形態1を改変してなるものであって、落水路21の川の流れに直交方向の幅を調整し、駆動源42を含む水量調整板41が川幅内に収まるようにしてなるものである。なお、川幅にゆとりがあれば、水量調整板41は片側のみとすることもできる(図5参照)。
Embodiment 3
In FIG. 4, the principal part of the hydroelectric generator 10 which concerns on Embodiment 3 of this invention is shown. The third embodiment is a modification of the first embodiment, in which the width in the orthogonal direction is adjusted to the river flow in the falling water channel 21 so that the water amount adjustment plate 41 including the drive source 42 is within the river width. It will be. In addition, if there is room in the river width, the water amount adjustment plate 41 can be provided only on one side (see FIG. 5).

本実施形態はかかる構成とされているところから、川岸に対する土木工事が不要または僅少となり、施工コストが著しく低減されるとともに、施工期間も著しく短縮される。
なお、実施形態3のその余の構成および作用は実施形態1と同様とされている。
Since this embodiment is configured as described above, civil engineering work on the riverbank is unnecessary or minimal, and the construction cost is remarkably reduced and the construction period is remarkably shortened.
The remaining configuration and operation of the third embodiment are the same as those of the first embodiment.

実施形態4
図6に、本発明の実施形態4に係る水力発電装置10の要部を示す。実施形態4は実施形態1を改変してなるものであって、落水部20にゴミなどを取るゴミ捕捉網板6と、大雨などの際や保守・点検の際に落水部20を閉塞する閉塞板8を設けてなるものである。
図6に示すように、ゴミ捕捉網板6は、落水部20の上部に形成された段部20aに配設され、閉塞板8は、ゴミ捕捉網板6の上方に配設される。
Embodiment 4
In FIG. 6, the principal part of the hydroelectric generator 10 which concerns on Embodiment 4 of this invention is shown. The fourth embodiment is a modification of the first embodiment, and includes a dust trapping net 6 that collects dust and the like in the falling water portion 20 and a blockage that closes the falling water portion 20 during heavy rain or during maintenance / inspection. A plate 8 is provided.
As shown in FIG. 6, the dust catching net 6 is disposed on a step portion 20 a formed on the upper part of the falling water part 20, and the closing plate 8 is disposed above the dust catching net 6.

閉塞板8は、図6に示すように、川岸の一側に配設され、一方の川岸から他方の川岸に対して進退するようにされている。なお、閉塞板8を進退させる機構については特に限定はないが、例えば、図6に概略的に示すように、閉塞板8の進退範囲に亘ってレールRを敷設し、閉塞板8がそのレールR上を走行するようにしてもよい。
本実施形態はかかる構成とされているところから、落水路21に木片などのゴミが落下するのが防止される。また、大雨などの際に多量の水が水車25に落水して水車25が破損することも防止される。
As shown in FIG. 6, the blocking plate 8 is arranged on one side of the river bank, and advances and retreats from one river bank to the other river bank. The mechanism for advancing and retracting the closing plate 8 is not particularly limited. For example, as schematically shown in FIG. 6, a rail R is laid over the advancing and retracting range of the closing plate 8, and the closing plate 8 is the rail. You may make it drive | work on R.
Since the present embodiment is configured as described above, it is possible to prevent dust such as a piece of wood from falling into the falling water channel 21. Further, it is possible to prevent the water wheel 25 from being damaged due to a large amount of water falling into the water wheel 25 in the case of heavy rain.

実施形態5
図7に、本発明の実施形態5に係る水力発電装置10の要部を示す。実施形態5は実施形態4を改変してなるものであって、閉塞板8を川の両岸に進退自在に設置してなるものである。
Embodiment 5
In FIG. 7, the principal part of the hydroelectric generator 10 which concerns on Embodiment 5 of this invention is shown. The fifth embodiment is a modification of the fourth embodiment, in which the blocking plate 8 is installed on both banks of the river so as to freely advance and retreat.

本実施形態はかかる構成とされているところから、大雨などの際に落水部20の閉塞が迅速になし得る。また、個々の閉塞板8の長さを短くできるので、川岸に平坦部が少ない場所にも閉塞板8を配設することができる。   Since the present embodiment is configured as described above, the falling portion 20 can be quickly closed during heavy rain. Moreover, since the length of each obstruction | occlusion board 8 can be shortened, the obstruction | occlusion board 8 can be arrange | positioned also in a place with few flat parts in a riverbank.

実施形態6
図8よび図9に、本発明の実施形態6に係る水力発電装置10の要部を示す。実施形態6は実施形態4を改変してなるものであって、閉塞板8を発電室30の天井部30aに設置し、川の流れ方向に沿って閉塞板8を進退させるものである。なお、閉塞板8を進退させる機構は、例えば水量調整板41を進退させる駆動源42と同種のものとされる。
本実施形態はかかる構成とされているところから、閉塞板8を設けるための川岸に対する特段の土木工事が不要となり、施工期間の短縮および施工コストの低減が図られる。また、閉塞板8の進退量が実施形態4,5に比して著しく少ないので、より迅速な開閉がなし得る。
Embodiment 6
8 and 9 show the main part of the hydroelectric generator 10 according to Embodiment 6 of the present invention. The sixth embodiment is a modification of the fourth embodiment, in which the closing plate 8 is installed on the ceiling 30a of the power generation chamber 30, and the closing plate 8 is advanced and retracted along the flow direction of the river. The mechanism for moving the closing plate 8 back and forth is, for example, the same type as the drive source 42 for moving the water amount adjusting plate 41 back and forth.
Since this embodiment has such a configuration, special civil engineering work for the riverbank for providing the blocking plate 8 is not required, and the construction period and construction cost can be reduced. Further, since the amount of advancement / retraction of the closing plate 8 is remarkably small as compared with the fourth and fifth embodiments, the opening / closing can be performed more quickly.

なお、図8に二点鎖線で示すように、発電室30の屋上にも閉塞板8Aを進退自在に設けて閉塞板8を二重とし、大雨などの際や保守・点検の際に落水部20を完全に閉塞できるようにされてもよい。   In addition, as shown by a two-dot chain line in FIG. 8, a closing plate 8A is provided on the roof of the power generation chamber 30 so as to be able to advance and retreat, so that the closing plate 8 is doubled. 20 may be able to be completely occluded.

実施形態7
図10に、本発明の実施形態7に係る水力発電装置10をフロー図で示す。実施形態7は、実施形態1を改変してなるものであって、水量調整板41を電動仕切弁Vとして落水路21に介装したものである。図10に示すように、電動仕切弁VのモータMはコンピュータ45に接続され、コンピュータ45により弁Vの開閉動作が自動的になされるようにされている。
Embodiment 7
In FIG. 10, the hydraulic power unit 10 which concerns on Embodiment 7 of this invention is shown with a flowchart. The seventh embodiment is a modification of the first embodiment, in which the water amount adjusting plate 41 is interposed in the falling water channel 21 as an electric gate valve V. As shown in FIG. 10, the motor M of the electric gate valve V is connected to a computer 45 so that the valve 45 is automatically opened and closed by the computer 45.

このように、本実施形態では水量調整板41として電動仕切弁Vを落水路21に介装しているので、実施形態1構成の簡素化が図られるとともに、耐圧性も向上する。   Thus, in this embodiment, since the electric gate valve V is interposed in the falling water channel 21 as the water amount adjusting plate 41, the configuration of the first embodiment can be simplified and the pressure resistance is also improved.

なお、実施形態7のその余の構成は、実施形態1と同様とされている。   The remaining configuration of the seventh embodiment is the same as that of the first embodiment.

本実施形態はかかる構成とされているので、構成の簡素化および操作の利便性が向上される。   Since the present embodiment has such a configuration, the configuration is simplified and the convenience of operation is improved.

また、本実施形態では弁Vを電動弁としているが、手動弁とすることもできる。   In the present embodiment, the valve V is an electric valve, but it can also be a manual valve.

さらに、図11に示すように、水車25が二台とされている場合には、落水路21を分岐させてその各々に電動弁Vまたは手動弁Vを介装するようにしてもよい。   Furthermore, as shown in FIG. 11, when there are two water turbines 25, the falling water passage 21 may be branched and an electric valve V or a manual valve V may be interposed in each of them.

実施形態8
図12および図13に、本発明の実施形態8に係る水力発電装置10の要部を示す。実施形態8は実施形態6を改変してなるものであって、下段の下流側から発電室30の屋上に連通する魚道60および発電室30の屋上から田んぼへの用水のための取水路70を設けてなるものとされる。
Embodiment 8
12 and 13 show the main part of a hydroelectric generator 10 according to Embodiment 8 of the present invention. The eighth embodiment is a modification of the sixth embodiment, and includes a fishway 60 that communicates from the lower downstream side to the roof of the power generation chamber 30 and a water intake path 70 for irrigation from the roof of the power generation chamber 30 to the rice fields. It is supposed to be provided.

魚道60の発電室30の屋上側(導水路側)の開口部には、魚道60を遮断するための扉61が昇降自在に設けられている。この場合、図13に示すように、魚道60の屋上側(導水路側)の開口部下部は、発電室30の屋上、つまり導水路底面より下方とされるのが、水が確実に魚道60に供給されるので好ましい。   A door 61 for blocking the fishway 60 is provided at the opening on the roof side (water conduit side) of the power generation chamber 30 of the fishway 60 so as to be movable up and down. In this case, as shown in FIG. 13, the lower part of the opening on the roof side (water channel side) of the fishway 60 is located below the roof of the power generation chamber 30, that is, below the bottom surface of the water channel. Since it is supplied, it is preferable.

取水路70の発電室30の屋上側(導水路側)の開口部には、取水路70を遮断するための扉71が昇降自在に設けられている。この場合、図13に示すように、取水路70の屋上側(導水路側)の開口部下部は、発電室30の屋上、つまり導水路底面より下方とされるのが、水が確実に取水路70に供給されるので好ましい。   A door 71 for blocking the water intake passage 70 is provided at the opening on the roof side (water conduit side) of the power generation chamber 30 of the water intake passage 70 so as to be movable up and down. In this case, as shown in FIG. 13, the lower portion of the opening on the roof side (water conduit side) of the intake channel 70 is located below the roof of the power generation chamber 30, that is, the bottom surface of the water conduit, so that the water is reliably taken into the intake channel. 70 is preferable.

なお、実施形態8のその余の構成は、実施形態6と同様とされている。   The remaining configuration of the eighth embodiment is the same as that of the sixth embodiment.

以上、本発明を実施形態に基づいて説明してきたが、本発明はかかる実施形態のみに限定されるものではなく、種々改変が可能である。   As mentioned above, although this invention has been demonstrated based on embodiment, this invention is not limited only to this embodiment, A various change is possible.

本実施形態では、導水路を形成する発電室30の天井部30aが河川上段の川床と同一平面とされているが、天井部30aの位置は前記に限定されるものではなく、河川上段の川床より高くならないようにされていればよい。   In the present embodiment, the ceiling portion 30a of the power generation chamber 30 forming the water conduit is flush with the river bed in the upper river stage, but the position of the ceiling part 30a is not limited to the above, and the river bed in the upper river stage It only has to be kept from becoming higher.

また、実施形態1では、水量調整板41は落水斜面22と落水路21との境目に配設されているが、水量調整板41の配設位置は前記に限定されるものではなく、境目下方であって水車25上方の適宜位置とされてもよい。   In the first embodiment, the water amount adjusting plate 41 is arranged at the boundary between the falling slope 22 and the falling channel 21, but the arrangement position of the water amount adjusting plate 41 is not limited to the above, and below the boundary. Thus, the position may be set appropriately above the water wheel 25.

さらに、実施形態1では、落水斜面22は直線状とされているが、落水斜面22は曲線により形成されてもよい。   Furthermore, although the falling slope 22 is linear in Embodiment 1, the falling slope 22 may be formed by a curve.

さらに、実施形態4では、ゴミ取りにゴミ捕捉網板6が用いられているが、ゴミ取りは前記に限定されるものではなく、適宜とでき、例えばゴミ捕捉格子とすることもできる。   Further, in the fourth embodiment, the dust catching net 6 is used for dust removal, but dust removal is not limited to the above, and can be made as appropriate, for example, a dust catching grid.

さらに、本実施形態では、水力発電装置一基を河川や用水路の下段部に川幅いっぱいに配設するようにしているが、川幅が広い場合には、複数基を川幅方向に並列配置するようにしてもよい(図14参照)。   Furthermore, in this embodiment, one hydroelectric generator is arranged in the lower part of the river or the irrigation channel to the full width of the river. If the river is wide, a plurality of hydroelectric generators are arranged in parallel in the river width direction. (See FIG. 14).

本発明による水力発電装置では、全国的に無数にある、もともと段差のある河川の川床や勾配が充分で段差を作り出すことが可能な川床を主に利用することから、この水力発電装置が全国規模で適用されれば、電気エネルギーの自給はもちろんのこと、この水力発電装置の建設に携わる産業が活性化されるものと期待される。   In the hydroelectric power generation apparatus according to the present invention, the hydroelectric power generation apparatus is used on a national scale because it mainly uses riverbeds and riverbeds that have an infinite number of rivers that have sufficient steps and can create steps. If it is applied, it will be expected that the industry involved in the construction of this hydroelectric generator will be activated as well as self-sufficiency of electric energy.

6 ゴミ捕捉網板
8,8A 閉塞板
10 水力発電装置
20 落水部
20a 段部
21 落水路
22 落水斜面
25 水車
30 発電室
30a 天井部
33 発電機
35 誘導ブロック壁
36 放水路
41 水量調整板
42 駆動源
43 上限水位センサ
44 下限水位センサ
45 コンピュータ
46 分流板
47 分流開口
60 魚道
61 扉
70 取水路
71 扉
R レール
V 弁、電動弁
6 Waste catching net plate 8,8A Blocking plate 10 Hydroelectric power generation device 20 Falling portion 20a Step portion 21 Falling channel 22 Falling slope 25 Turbine 30 Power generation chamber 30a Ceiling portion 33 Generator 35 Guide block wall 36 Drainage channel 41 Water amount adjustment plate 42 Drive Source 43 Upper limit water level sensor 44 Lower limit water level sensor 45 Computer 46 Diverging plate 47 Diverging opening 60 Fishway 61 Door 70 Intake channel 71 Door R rail V valve, motorized valve

Claims (21)

川床に上下の段差のある河川または用水路の下段部に設置される水力発電装置であって、
前記上段側からの流水を集中させながら落水する落水部と、前記落水部の下端に連設され前記落水を水車に落下させる落水路と、前記落水路に連設され同落水路からの同落水を下流に放水する放水路とを有し、
前記落水部は、想定上限水位と想定下限水位とにより規定される貯水領域を有し、
前記落水路は、前記水車の上方に駆動源を具える水量調整板を有し、
前記駆動源は、前記水量調整板を水平方向に進退自在に駆動するものとされ、
前記貯水領域の貯水量は、前記水量調整板により前記落水路の開口幅を調整することにより、想定上限水位と想定下限水位との間で調整される
ことを特徴とする水力発電装置。
A hydroelectric power generation device installed at the lower part of a river or irrigation channel with an upper and lower step on the river bed,
A falling part that falls while concentrating running water from the upper stage side, a falling path that is connected to the lower end of the falling part and that drops the falling water onto a water turbine, and a falling water that is connected to the falling path and that falls from the falling path And a water discharge channel for discharging water downstream,
The falling water part has a water storage area defined by an assumed upper limit water level and an assumed lower limit water level,
The drainage channel has a water amount adjusting plate having a drive source above the water wheel,
The drive source is configured to drive the water amount adjustment plate so as to freely advance and retract in the horizontal direction.
The hydraulic power generation apparatus according to claim 1, wherein the amount of water stored in the water storage region is adjusted between an assumed upper limit water level and an assumed lower limit water level by adjusting an opening width of the falling water channel using the water amount adjusting plate.
落水路が片側または両側に水量調整板を有してなることを特徴とする請求項1記載の水力発電装置。   2. The hydroelectric power generator according to claim 1, wherein the falling water channel has a water amount adjusting plate on one side or both sides. 落水部と落水路と放水路との組が、複数組川幅方向に並列配置されてなることを特徴とする請求項1記載の水力発電装置。   The hydroelectric generator according to claim 1, wherein a set of a falling portion, a falling channel, and a discharge channel is arranged in parallel in a plurality of sets of river width directions. 対向配置された一対の水車を落水路に有し、
前記落水路の前記対向配置された一対の水車の中間部上方に落水を分流させる分流板を有し、
前記分流板に対向配置された一対の水量調整板を前記落水路に有してなる
ことを特徴とする請求項1記載の水力発電装置。
Having a pair of water wheels facing each other in the waterway,
A diversion plate for diverting the falling water above the middle part of the pair of water turbines arranged opposite to each other in the falling water channel;
The hydroelectric generator according to claim 1, wherein the water flow adjusting plate includes a pair of water amount adjusting plates arranged to face the diversion plate.
上段側に連設され流水を落水部に導水する導水路を有することを特徴とする請求項1記載の水力発電装置。   The hydroelectric power generator according to claim 1, further comprising a water guide path that is continuously provided on the upper stage side and guides the flowing water to the falling water part. 落水部の上部にゴミ捕捉部材が配設されてなることを特徴とする請求項1記載の水力発電装置。   2. The hydroelectric generator according to claim 1, wherein a dust catching member is disposed on an upper part of the falling water part. ゴミ捕捉部材の上方に落水部を閉塞する閉塞板が進退自在に配設されてなることを特徴とする請求項6記載の水力発電装置。   7. The hydroelectric generator according to claim 6, wherein a closing plate for closing the falling water portion is disposed above the dust catching member so as to be movable back and forth. 閉塞板が川岸の一方または両方に配設されてなることを特徴とする請求項7記載の水力発電装置。   8. The hydroelectric generator according to claim 7, wherein the blocking plate is disposed on one or both of the river banks. 閉塞板が導水路の下方に配設されてなることを特徴とする請求項7記載の水力発電装置。   8. The hydroelectric generator according to claim 7, wherein the blocking plate is disposed below the water conduit. 閉塞板が二重とされてなることを特徴とする請求項9記載の水力発電装置。   The hydroelectric generator according to claim 9, wherein the closing plate is doubled. 水量調整板が弁とされてなることを特徴とする請求項1記載の水力発電装置。   2. The hydroelectric generator according to claim 1, wherein the water amount adjusting plate is a valve. 対向配置された一対の水車を落水路に有し、
前記落水路の前記対向配置された一対の水車の上方において落水を分流させ、
前記分流された分流路のそれぞれに弁を介装してなる
ことを特徴とする請求項11記載の水力発電装置。
Having a pair of water wheels facing each other in the waterway,
Divide the falling water above the pair of water turbines arranged opposite to each other in the falling water channel,
The hydroelectric generator according to claim 11, wherein a valve is interposed in each of the divided flow paths.
弁が電動弁とされてなることを特徴とする請求項11または12記載の水力発電装置。   The hydroelectric generator according to claim 11 or 12, wherein the valve is an electric valve. 落水路の川の流れに直交方向の幅が、水量調整板の駆動源が川幅内に配設されるよう調整されてなることを特徴とする請求項1記載の水力発電装置。   2. The hydroelectric generator according to claim 1, wherein the width in the direction perpendicular to the river flow of the falling water channel is adjusted so that the drive source of the water amount adjusting plate is disposed within the river width. 想定上限水位を検出する上限水位センサと、想定下限水位を検出する下限センサと、前記上限水位センサおよび下限センサからの信号に応答して水量調整板の駆動源を制御するコンピュータとを備えてなることを特徴とする請求項1記載の水力発電装置。   An upper limit water level sensor that detects an assumed upper limit water level, a lower limit sensor that detects an assumed lower limit water level, and a computer that controls a drive source of a water amount adjusting plate in response to signals from the upper limit water level sensor and the lower limit sensor. The hydroelectric power generator according to claim 1. 水車の回転軸に駆動輪が配設され、前記動輪が発電機の回転軸に配設された前記駆動輪より小径の従動輪とベルト掛けされてなることを特徴とする請求項1記載の水力発電装置。   The hydraulic power according to claim 1, wherein driving wheels are disposed on a rotating shaft of a water turbine, and the moving wheels are belted with driven wheels having a smaller diameter than the driving wheels disposed on a rotating shaft of a generator. Power generation device. 駆動源が手動操作可能とされてなることを特徴とする請求項1記載の水力発電装置。   The hydroelectric generator according to claim 1, wherein the drive source is manually operable. 導水路に開口を有する魚道が付設されてなることを特徴とする請求項5記載の水力発電装置。   6. The hydroelectric power generator according to claim 5, wherein a fishway having an opening is attached to the water conduit. 魚道の導水路側の開口部下部が、導水路底面より下方とされてなることを特徴とする請求項18記載の水力発電装置。   19. The hydroelectric generator according to claim 18, wherein a lower portion of the opening on the side of the waterway of the fishway is formed below the bottom surface of the waterway. 導水路に開口を有する取水路が付設されてなることを特徴とする請求項5記載の水力発電装置。 6. The hydroelectric generator according to claim 5, wherein a water intake passage having an opening is attached to the water conduit. 取水路の導水路側の開口部下部が、導水路底面より下方とされてなることを特徴とする請求項20記載の水力発電装置。
21. The hydroelectric power generator according to claim 20, wherein a lower portion of the opening portion of the intake channel on the side of the water conduit is formed below the bottom surface of the water conduit.
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Publication number Priority date Publication date Assignee Title
JP7449034B1 (en) 2023-07-15 2024-03-13 納 長尾 hydroelectric power system

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JPH06288335A (en) * 1993-04-07 1994-10-11 Hitachi Ltd Flow rate control device and flow rate control method for hydroelectric power station
JP2573246B2 (en) * 1987-09-16 1997-01-22 株式会社東芝 High-efficiency operation device of movable wing turbine
JP3160002U (en) * 2010-03-09 2010-06-10 納 長尾 Hydroelectric power generation equipment using natural rivers

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JP2573246B2 (en) * 1987-09-16 1997-01-22 株式会社東芝 High-efficiency operation device of movable wing turbine
JPH06288335A (en) * 1993-04-07 1994-10-11 Hitachi Ltd Flow rate control device and flow rate control method for hydroelectric power station
JP3160002U (en) * 2010-03-09 2010-06-10 納 長尾 Hydroelectric power generation equipment using natural rivers

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7449034B1 (en) 2023-07-15 2024-03-13 納 長尾 hydroelectric power system

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