JP3171321U - Hydroelectric generator - Google Patents

Hydroelectric generator Download PDF

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JP3171321U
JP3171321U JP2011004816U JP2011004816U JP3171321U JP 3171321 U JP3171321 U JP 3171321U JP 2011004816 U JP2011004816 U JP 2011004816U JP 2011004816 U JP2011004816 U JP 2011004816U JP 3171321 U JP3171321 U JP 3171321U
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納 長尾
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
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Abstract

【課題】段差のある川床に適用できる水力発電装置を提供する。【解決手段】上下に段差のある自然河川を水流に沿って二分し、この二分した河川一方の下段部11に、底部中央に落水路が設けられこの落水路に向けてV字型の落水斜面22が形成された落水部20と、落水斜面22下に設置されこの落水斜面22からの落水を受けてそのエネルギーを回転運動に変換する水力回転変換機と、落水部20の上流側に連設され落水回転変換機の回転運動を伝達して発電する発電装置が設置された発電室30と、落水部20の下流側に連設され落水を水力回転変換機に誘導し下部に落水路と連通する放水路が形成された落水誘導壁35が形成されてなる水力発電装置10を、その天井部が河川の上段部12の川床と同一平面になるようにして設置し、河川の他方の上段部12には上段水流を水力発電装置10の落水部20に取り込む取水堰38を設けた。【選択図】図1A hydroelectric generator that can be applied to a riverbed with a step is provided. SOLUTION: A natural river having a level difference in the upper and lower sides is divided into two along the water flow, and a waterfall channel is provided at the bottom part 11 of one of the divided rivers at the center of the bottom, and a V-shaped waterfall slope toward this waterfall channel. The water falling part 20 in which 22 is formed, the hydraulic rotation converter which is installed under the water falling slope 22 and receives the water falling from the water falling slope 22 and converts the energy into rotational motion, and the upstream of the water falling part 20 The power generation chamber 30 in which the power generation device that generates the power by transmitting the rotational motion of the falling water rotary converter is installed, and the downstream of the water falling part 20 is connected to the hydraulic rotary converter to guide the water falling to the hydraulic rotation converter and communicate with the water falling path below. The hydroelectric power generation apparatus 10 formed with the falling water guide wall 35 in which the water discharge channel is formed is installed so that the ceiling portion thereof is flush with the river bed of the upper step portion 12 of the river, and the other upper step portion of the river 12, the upper water flow of the hydroelectric generator 10 The weir 38 taken into water unit 20 is provided. [Selection] Figure 1

Description

本考案は、水力発電装置の改良に関するものである。  The present invention relates to an improvement of a hydroelectric generator.

河川の水流エネルギーを利用した水力発電技術として、特開2006−16894(特許文献1)には、河川の川幅に沿って複数基の水力発電装置を配列し、これらにより水流エネルギーを変換して発電する技術が開示されている。  As a hydroelectric power generation technique using river flow energy, Japanese Patent Laid-Open No. 2006-16894 (Patent Document 1) arranges a plurality of hydropower generators along the river width of the river, and converts the water current energy to generate power. Techniques to do this are disclosed.

特開2006−16894JP2006-16894

ところが、特許文献1の技術では、河川の水流の一部を利用するものであるため、十分な発電は期待できず、また、平坦な川床には適用できても、段差のある川床には適用できないといった課題が生じていた。  However, since the technique of Patent Document 1 uses a part of the river flow, sufficient power generation cannot be expected, and even if it can be applied to a flat river bed, it can be applied to a river bed with a level difference. There was a problem that could not be done.

上記課題を解決する本考案は、以下に記した特徴を有する。
すなわち、本考案の第一のものは、上下に段差のある自然河川又は上下に段差を付けた人工の河川若しくは用水路を水流に沿って二分し、この二分した河川一方の下段部に、底部中央に落水路が設けられこの落水路に向けてV字型の落水斜面が形成された落水部と、前記落水斜面下に設置されこの落水斜面からの落水を受けてそのエネルギーを回転運動に変換する水力回転変換機と、前記落水部の上流側に連設され前記落水回転変換機の回転運動を伝達して発電する発電装置が設置された発電室と、前記落水部の下流側に連設され落水を前記水力回転変換機に誘導し下部に前記落水路と連通する放水路が形成された落水誘導壁が形成されてなる水力発電装置を、その天井部が上記河川の上段部の川床と同一平面になるようにして設置し、前記河川の他方の上段部には上段水流を前記水力発電装置の落水部に取り入れる取水堰を設けたことを特徴とする水力発電装置である。
The present invention for solving the above problems has the following features.
That is, the first one of the present invention is to divide a natural river with an up and down step or an artificial river or an irrigation channel with a step up and down along the water flow, and at the bottom of one of the divided rivers, A waterfall section is provided with a V-shaped waterfall slope facing the waterfall path, and a waterfall is installed under the waterfall slope to convert the energy into rotational motion. A hydroelectric rotation converter, a power generation chamber installed upstream of the falling water section and installed with a power generation device that transmits the rotational motion of the falling water rotation converter, and connected downstream of the falling water section. A hydroelectric power generation apparatus in which a falling water guiding wall is formed in which a falling water channel is formed at a lower portion to guide a falling water to the hydraulic rotation converter and communicated with the falling water channel, and a ceiling portion thereof is the same as a river bed of an upper portion of the river Install it so that it is flat. The other of the upper portion of the river is a hydraulic power unit, characterized in that a weir to incorporate upper water flow drainage of the hydraulic power unit.

また、本考案の第二のものは、上下に段差のある自然河川又は上下に段差を付けた人工の河川若しくは用水路の外でその傍らに、底面を前記河川の下段部の川床とほぼ同一の平面とした設置スペースを掘設し、この設置スペースに、底部中央に落水路が設けられこの落水路に向けてV字型の落水斜面が形成された落水部と、前記落水斜面下に設置されこの落水斜面からの落水を受けてそのエネルギーを回転運動に変換する水力回転変換機と、前記落水部の上流側に連設され前記水力回転変換機の回転運動を伝達して発電する発電装置が設置された発電室と、前記落水部の下流側に連設され落水を前記水力回転変換機に誘導し下部に前記落水路と連通する放水路が形成された落水誘導壁が形成されてなる水力発電装置を、その天井部が上記河川の上段部の川床と同一平面になるようにして設置し、前記河川の段差境界上段部には取水堰を設け、前記河川の護岸には、その取水堰により前記河川の上段部の流水を前記水力発電装置の落水部に取り入れる取水口と、前記落水誘導ブロック壁の放水路からの放水を前記河川の下段部に流す放水口を設けたことを特徴とする水力発電装置である。  In addition, the second of the present invention is a natural river with a step difference in the top or bottom, or an artificial river or irrigation channel with a step difference in the top and bottom. A flat installation space is dug, and in this installation space, a waterfall is provided at the center of the bottom, and a V-shaped waterfall slope is formed toward the waterfall, and is installed under the waterfall slope. A hydraulic rotation converter that receives water from the falling slope and converts the energy into rotational motion, and a power generator that is connected to the upstream side of the falling portion and transmits the rotational motion of the hydraulic rotation converter to generate electricity. Hydroelectric power formed by an installed power generation chamber and a waterfall guide wall that is connected to the downstream side of the waterfall section, guides the waterfall to the hydraulic rotation converter, and has a water discharge channel that communicates with the waterfall channel at the bottom. The ceiling of the power generator It is installed so that it is flush with the river bed of the upper stage, and a water intake weir is provided at the upper step of the step boundary of the river, and the water at the upper stage of the river is transferred to the revetment of the river by the intake weir. The hydroelectric power generator is characterized in that a water intake port to be taken into a water discharge portion of the power generation device and a water discharge port through which water discharged from the water discharge path of the water discharge guide block wall flows to a lower stage portion of the river are provided.

そして、水力発電装置の水力回転変換機としては、水車又はラセン式水車を用いることが好ましい。  And it is preferable to use a water wheel or a helical water wheel as a hydraulic rotation converter of a hydroelectric generator.

本考案によれば、河川の水流を余すことなくすべて取り入れ、水流エネルギーを効率よく回転エネルギーに変換することができる。そして、第一の考案にあっては、河川を二分して一方に水力発電装置を他方に取水堰を設置することで、水力発電装置自体のコンパクト化が実現でき、川幅の広い河川には設置工事の簡素化の点で特に有効となる。また、第二の考案にあっては、河川には取水堰だけを設け、河川外に水力発電装置を設置したことで、設置工事が極めて容易となり、工期の短縮化を実現することができる。  According to the present invention, it is possible to take in all of the water flow of the river and efficiently convert the water flow energy into rotational energy. And in the first idea, the hydroelectric power generator itself can be made compact by dividing the river into two and installing the hydroelectric generator on one side and the intake weir on the other side. This is particularly effective in terms of simplifying the construction. In the second device, since only the intake weir is provided in the river and the hydroelectric generator is installed outside the river, the installation work becomes extremely easy and the construction period can be shortened.

本考案による水力発電装置の第一の実施例を示す全体斜視図である。  1 is an overall perspective view showing a first embodiment of a hydroelectric generator according to the present invention. 図1のA−A線に沿う断面図である。  It is sectional drawing which follows the AA line of FIG. 本考案の第二の実施例を示す平面図である。  It is a top view which shows the 2nd Example of this invention. 本考案の水力発電装置に用いる水力回転変換機の別の例を示す断面図である。  It is sectional drawing which shows another example of the hydraulic rotation converter used for the hydraulic power unit of this invention.

本考案に適用される水力発電装置10は、その天井部から河川(自然、人工及び用水路を含む。)の水流を取り込み、これを落水させて回転運動に変換した後、下流下方に放水するものであるため、上下に段差のある河川の下段部11に設置され、その天井部は河川の上段部12と同一平面となるように設置される。  The hydroelectric power generator 10 applied to the present invention takes in a stream of a river (including natural, artificial, and irrigation canals) from its ceiling, converts it into water and converts it into a rotational motion, and then discharges it downstream and downward. Therefore, it is installed in the lower step part 11 of the river with a step difference in the vertical direction, and the ceiling part is installed so as to be flush with the upper step part 12 of the river.

水力発電装置10は、落水部20、水力回転変換機25、発電室30及び落水誘導壁35よりなっている。落水部20は、底部中央に落水路21が形成され、この落水路21に向けて両側からV字型の落水斜面22が形成されている。この落水斜面22は、その傾斜により水流に勢いを付け落水路21に流す働きをする。  The hydroelectric power generation device 10 includes a waterfall unit 20, a hydraulic rotation converter 25, a power generation chamber 30, and a waterfall guide wall 35. The water falling part 20 is formed with a water falling path 21 at the center of the bottom, and V-shaped water falling slopes 22 are formed from both sides toward the water falling path 21. The falling slope 22 works to add a momentum to the water flow by the inclination and to flow into the falling water channel 21.

落水斜面22下には、水力回転変換機25が配設されている。水力回転変換機25として、この実施例では水車26が用いられる。水車26は一基でもよいが、流水をロスなく受けるには一対にするのが好ましい。この水車26により、流水エネルギーが回転運動に変換されることになる。  Under the falling water slope 22, a hydraulic rotation converter 25 is disposed. In this embodiment, a hydraulic turbine 26 is used as the hydraulic rotation converter 25. Although one water turbine 26 may be used, a pair of water turbines 26 is preferable for receiving flowing water without loss. The water turbine 26 converts flowing water energy into rotational motion.

発電室30は、落水部20の上流側に連設されている。この発電室30はユニット式のボックスとして成形することができ、内部には、水車26の回転軸27に軸着された動輪31、この動輪31に回転ベルト(図示せず。)で繋がれた発電機(図示せず。)等が配設されている。したがって、水車26の回転エネルギーは回転軸27と同軸の動輪31の回転を通して発電機(図示せず。)を作動させることになる。  The power generation chamber 30 is connected to the upstream side of the falling water portion 20. The power generation chamber 30 can be formed as a unit-type box, and is internally connected to a driving wheel 31 that is attached to a rotating shaft 27 of a water turbine 26, and is connected to the driving wheel 31 by a rotating belt (not shown). A generator (not shown) and the like are provided. Therefore, the rotational energy of the water turbine 26 operates the generator (not shown) through the rotation of the driving wheel 31 coaxial with the rotating shaft 27.

落水誘導壁35は、落水斜面22に入った水流を発電室30の下流側外壁面とで落水路21に導くもので、下部に放水路36が形成されている。この放水路36は、落水路21と連通しているので、水車26を通った落水はこの放水路36から河川の下流の下段部11へと流されることになる。  The falling water guiding wall 35 guides the water flow entering the falling water slope 22 to the falling water channel 21 with the downstream outer wall surface of the power generation chamber 30, and a water discharge channel 36 is formed in the lower part. Since the water discharge channel 36 communicates with the water discharge channel 21, the water flowing through the water turbine 26 flows from the water discharge channel 36 to the lower step portion 11 downstream of the river.

そして、本考案の第一の実施例では、前記の水力発電装置10が、水流に沿って二分した河川の一方の下段部11に設置され、河川の他方の上段部12には、この水力発電装置10に水流を導く取水堰38が設けられている。取水堰38は、水力発電装置10に隣接する上段部12であれば設置場所を問わないが、落水部20の落水斜面22付近が最も好ましい。このように河川を二分して一方に水力発電装置10を他方に取水堰38を設置することで、水力発電装置10自体のコンパクト化が実現でき、川幅の広い河川には設置工事の簡素化の点で特に有効となる。なお、水力発電装置10は、複数並列に設置することも可能である。  In the first embodiment of the present invention, the hydroelectric generator 10 is installed in one lower stage 11 of a river divided into two along the water flow, and the other upper stage 12 of the river has this hydroelectric power generation. A water intake weir 38 is provided to guide the water flow to the device 10. The intake weir 38 is not particularly limited as long as it is the upper stage 12 adjacent to the hydroelectric generator 10, but the vicinity of the falling slope 22 of the falling part 20 is most preferable. By thus dividing the river into two parts and installing the hydroelectric generator 10 on one side and the intake weir 38 on the other side, the hydroelectric generator 10 itself can be made compact, and the installation work can be simplified for rivers with a wide river width. This is particularly effective. Note that a plurality of the hydroelectric generators 10 can be installed in parallel.

上記第一の実施例によると、水力発電装置10寄りの水流はそのまま、水力発電装置10から離れた水流は取水堰38により導かれて落水部20に入り、落水斜面22により水流が早められて水車26に運ばれ、水車26を勢いよく回転させる。これにより、水流エネルギーは回転運動に変換され、この水車26の回転運動が発電室30内の動輪31を経て発電機(図示せず。)を作動させることになる。これで、河川の水流を余すことなく発電に利用することができる。  According to the first embodiment, the water flow close to the hydroelectric generator 10 is left as it is, and the water flow away from the hydroelectric generator 10 is guided by the intake weir 38 and enters the falling portion 20, and the water flow is accelerated by the falling slope 22. It is carried to the water wheel 26 and rotates the water wheel 26 vigorously. As a result, the water flow energy is converted into rotational motion, and the rotational motion of the water turbine 26 operates a generator (not shown) through the driving wheel 31 in the power generation chamber 30. This makes it possible to use the river flow for power generation without leaving any excess.

図3には本考案の第二の実施例が示されている。この実施例では、水力発電装置10が河川の外でその傍に設置されている。すなわち、河川の外でその傍に、底面を河川の下段部11の川床と同一又はほぼ同一平面とした設置スペース40が掘設され、この設置スペース40に、天井部が河川の上段部12の川床と同一平面になるようにして水力発電装置10が設置されている。そして、河川自体には、その段差境界の上段部12の全幅に河川の全ての水流を水力発電装置10側に導く取水堰39が設けられており、河川の護岸には、取水堰39により河川の上段部12の水流を水力発電装置10の落水部20に取り入れる取水口41と、落水誘導壁35の放水路36からの放水を河川の下段部11に流す放水口42が設けられている。このように、河川には取水堰39だけを設け、河川外に水力発電装置10を設置したことで、水力発電装置10及び取水堰39の設置工事が極めて容易となり、工期の短縮化を実現することができる。  FIG. 3 shows a second embodiment of the present invention. In this embodiment, the hydroelectric power generator 10 is installed beside the river. That is, outside the river, an installation space 40 whose bottom surface is the same as or substantially the same plane as the river bed of the lower step portion 11 of the river is dug, and the ceiling portion of the upper step portion 12 of the river is located in the installation space 40. The hydroelectric generator 10 is installed so as to be flush with the riverbed. The river itself is provided with a water intake weir 39 that guides all the water flow of the river to the hydroelectric generator 10 over the entire width of the upper stage 12 of the step boundary. There are provided a water intake 41 for taking the water flow of the upper stage portion 12 into the water fall portion 20 of the hydroelectric generator 10, and a water discharge port 42 for flowing water from the water discharge passage 36 of the water fall guide wall 35 to the lower step portion 11 of the river. Thus, only the intake weir 39 is provided in the river and the hydroelectric generator 10 is installed outside the river, so that the installation work of the hydroelectric generator 10 and the intake weir 39 becomes extremely easy and the construction period is shortened. be able to.

したがって、第二の実施例によると、河川の水流は取水堰39によりその全てが取水口41から河川外の水力発電装置10へと取り込まれ、その落水部20の落水斜面22を経て水車26を回転させる。回転後の作用及び効果は第一の実施例に準じる。そして、水車26を経た落水は、放水口42から河川の下段部11へと流される。  Therefore, according to the second embodiment, all of the water flow of the river is taken into the hydroelectric generator 10 outside the river from the intake 41 by the intake weir 39, and the water turbine 26 is passed through the downfall slope 22 of the downfall portion 20. Rotate. The action and effect after rotation are the same as in the first embodiment. Then, the falling water that has passed through the water turbine 26 flows from the water discharge port 42 to the lower stage 11 of the river.

図4には、水力回転変換機25の他の例としてラセン式水車45が示されている。このラセン式水車45は、回転軸46回りにラセン羽根47が取り付けられて構成されており、上下に固定された補強鉄骨48間に、集水筒49で囲んだ状態で上下の回転軸受50を介して回転自在に取り付けられている。そして、集水筒49の筒外空間に落水が侵入するのを防ぐとともに全ての落水をラセン式水車45に集めるため、集水筒49の上部周りには集水板51が固定されている。  FIG. 4 shows a helical water wheel 45 as another example of the hydraulic rotation converter 25. The helical water turbine 45 is configured by attaching helical blades 47 around a rotating shaft 46, and is interposed between upper and lower rotary bearings 50 in a state surrounded by a water collecting tube 49 between reinforcing steel frames 48 fixed vertically. It can be rotated freely. A water collecting plate 51 is fixed around the upper portion of the water collecting tube 49 in order to prevent water falling from entering the space outside the tube of the water collecting tube 49 and to collect all the water falling into the spiral water turbine 45.

回転軸46の下部軸端には、プロペラシャフト52を介して回転変換ギア部53が接続されている。この回転変換ギア部53は、デファレンシャルギアとするのが好ましい。回転変換ギア部53は、一方の空回転軸54が落水誘導壁35側で回転自在に支持され、他方の動力回転軸55は発電室30内に臨んでいる。そして、発電室30内には、動力回転軸55に接続されたトランスミッション56及びこのトランスミッション56の高速回転軸57に接続された発電装置58が配設されている。その他の構成は、第一及び第二の実施例に準じる。  A rotation conversion gear portion 53 is connected to the lower shaft end of the rotation shaft 46 via a propeller shaft 52. The rotation conversion gear unit 53 is preferably a differential gear. In the rotation conversion gear portion 53, one idle rotation shaft 54 is rotatably supported by the falling water guide wall 35, and the other power rotation shaft 55 faces the power generation chamber 30. In the power generation chamber 30, a transmission 56 connected to the power rotation shaft 55 and a power generation device 58 connected to the high-speed rotation shaft 57 of the transmission 56 are disposed. Other configurations are the same as those in the first and second embodiments.

このラセン式水車45によると、第一及び第二の実施例の水力発電装置10による落水部20に入った水流は、落水斜面22から集水筒49内のラセン式水車45に運ばれ、このラセン式水車45を勢いよく回転させる。ラセン式水車45の縦回転運動はプロペラシャフト52を介して回転変換ギア部53に伝達され横回転運動に変換される。これで動力回転軸55が回転し、この回転運動がトランスミッション56で高速回転に変換され、発電装置58を高出力で作動させることになる。  According to this helical water turbine 45, the water flow that has entered the water falling part 20 by the hydroelectric generator 10 of the first and second embodiments is conveyed from the water falling slope 22 to the helical water wheel 45 in the water collecting tube 49, and this helical water wheel 45 The water turbine 45 is rotated vigorously. The longitudinal rotation motion of the helical water wheel 45 is transmitted to the rotation conversion gear unit 53 via the propeller shaft 52 and converted into a lateral rotation motion. As a result, the power rotation shaft 55 rotates, and this rotational motion is converted into high-speed rotation by the transmission 56, and the power generator 58 is operated at a high output.

本考案による水力発電装置では、上下に段差のあるすべての河川や用水路に適用できるので、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、この種の産業の発展に貢献することになる。  The hydroelectric power generation device according to the present invention can be applied to all rivers and irrigation canals that have steps above and below, so if applied on a nationwide scale, it will contribute not only to self-sufficiency of electric energy but also to the development of this type of industry. become.

10 水力発電装置
11 下段部
12 上段部
20 落水部
21 落水路
22 落水斜面
25 水力回転変換機
26 水車
30 発電室
35 落水誘導壁
36 放水路
38,39 取水堰
40 設置スペース
41 取水口
42 放水口
45 ラセン式水車
DESCRIPTION OF SYMBOLS 10 Hydroelectric power generation device 11 Lower stage part 12 Upper stage part 20 Falling part 21 Falling channel 22 Falling slope 25 Hydraulic rotation converter 26 Turbine 30 Power generation room 35 Falling guide wall 36 Intake channel 38, 39 Intake weir 40 Installation space 41 Intake port 42 Outlet 45 helical water wheel

Claims (4)

上下に段差のある自然河川又は上下に段差を付けた人工の河川若しくは用水路を水流に沿って二分し、この二分した河川一方の下段部に、底部中央に落水路が設けられこの落水路に向けてV字型の落水斜面が形成された落水部と、前記落水斜面下に設置されこの落水斜面からの落水を受けてそのエネルギーを回転運動に変換する水力回転変換機と、前記落水部の上流側に連設され前記落水回転変換機の回転運動を伝達して発電する発電装置が設置された発電室と、前記落水部の下流側に連設され落水を前記水力回転変換機に誘導し下部に前記落水路と連通する放水路が形成された落水誘導壁が形成されてなる水力発電装置を、その天井部が上記河川の上段部の川床と同一平面になるようにして設置し、前記河川の他方の上段部には上段水流を前記水力発電装置の落水部に取り入れる取水堰を設けたことを特徴とする水力発電装置。Divide a natural river with a level difference in the top or bottom or an artificial river or irrigation channel with a level difference in the top and bottom along the water flow, and a sluice channel is provided at the bottom of one of the bisected rivers at the bottom center. A waterfall section in which a V-shaped waterfall slope is formed, a hydraulic rotation converter installed under the waterfall slope to receive waterfall from the waterfall slope and convert its energy into rotational motion, and upstream of the waterfall section A power generation chamber in which a power generation device that generates power by transmitting the rotational motion of the falling water rotation converter is installed, and a lower portion that is connected to the downstream side of the falling water section to guide the falling water to the hydraulic rotation converter. A hydroelectric power generation device having a waterfall guide wall formed with a water discharge channel communicating with the waterfall channel is installed such that the ceiling portion is flush with the riverbed of the upper stage of the river, On the other upper part of the Serial hydroelectric apparatus characterized in that a weir incorporated into drainage portion of the hydraulic power unit. 上下に段差のある自然河川又は上下に段差を付けた人工の河川若しくは用水路の外でその傍らに、底面を前記河川の下段部の川床とほぼ同一の平面とした設置スペースを掘設し、この設置スペースに、底部中央に落水路が設けられこの落水路に向けてV字型の落水斜面が形成された落水部と、前記落水斜面下に設置されこの落水斜面からの落水を受けてそのエネルギーを回転運動に変換する水力回転変換機と、前記落水部の上流側に連設され前記水力回転変換機の回転運動を伝達して発電する発電装置が設置された発電室と、前記落水部の下流側に連設され落水を前記水力回転変換機に誘導し下部に前記落水路と連通する放水路が形成された落水誘導壁が形成されてなる水力発電装置を、その天井部が上記河川の上段部の川床と同一平面になるようにして設置し、前記河川の段差境界上段部には取水堰を設け、前記河川の護岸には、その取水堰により前記河川の上段部の流水を前記水力発電装置の落水部に取り入れる取水口と、前記落水誘導ブロック壁の放水路からの放水を前記河川の下段部に流す放水口を設けたことを特徴とする水力発電装置。A natural river with steps above and below, or an artificial river or waterway with steps above and below, alongside it, digs an installation space whose bottom is almost the same plane as the riverbed at the bottom of the river, In the installation space, a waterfall is formed in the center of the bottom and a V-shaped waterfall slope is formed toward the waterfall, and the energy received by the waterfall from the waterfall slope installed under the waterfall slope. A hydrodynamic rotation converter that converts the rotary motion into a rotary motion, a power generation chamber that is connected to the upstream side of the falling water portion and that has a power generation device that transmits the rotational motion of the hydraulic rotation converter and generates power, and A hydroelectric power generation device that is provided downstream and has a waterfall guide wall formed with a water discharge channel that guides waterfall to the hydraulic rotation converter and communicates with the waterfall channel at the bottom. It should be flush with the upper riverbed The water intake weir is installed at the upper step of the step boundary of the river, and the intake of the river revetment is taken into the water falling part of the hydroelectric power generation device by the intake weir. And a water discharge port for flowing water discharged from the water discharge channel of the waterfall guide block wall to the lower part of the river. 前記水力発電装置の水力回転変換機を一基又は一対の水車で構成した請求項1又は請求項2に記載の水力発電装置。The hydroelectric generator according to claim 1 or 2, wherein the hydroelectric rotation converter of the hydroelectric generator is configured by one or a pair of water turbines. 前記水力発電装置の水力回転変換機をラセン式水車で構成した請求項1又は請求項2に記載の水力発電装置。The hydroelectric generator according to claim 1 or 2, wherein the hydroelectric rotation converter of the hydroelectric generator is configured by a helical turbine.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013238217A (en) * 2012-05-11 2013-11-28 Seiyu Shima Marine partial power generation utilizing falling seawater by "drum type rotation undulating tube" or the like, and drainage device utilizing drainage water thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013238217A (en) * 2012-05-11 2013-11-28 Seiyu Shima Marine partial power generation utilizing falling seawater by "drum type rotation undulating tube" or the like, and drainage device utilizing drainage water thereof

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