JP2015169204A - Small-type hydraulic generating equipment - Google Patents
Small-type hydraulic generating equipment Download PDFInfo
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 100
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- 238000010248 power generation Methods 0.000 claims description 11
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- 238000009434 installation Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
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- 229910000831 Steel Inorganic materials 0.000 description 3
- 230000007423 decrease Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000001932 seasonal effect Effects 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
- 238000005381 potential energy Methods 0.000 description 2
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- UFHFLCQGNIYNRP-UHFFFAOYSA-N Hydrogen Chemical compound [H][H] UFHFLCQGNIYNRP-UHFFFAOYSA-N 0.000 description 1
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Abstract
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本発明は、農業用水路,市中の防火用水路その他山野に存在する小河川のわずかな段差を利用して、効率よく且つ安価で設置できる小水力発電装置を提供する。 The present invention provides a small hydroelectric power generation apparatus that can be installed efficiently and inexpensively by utilizing a slight level difference between a waterway for agriculture, a waterway for fire prevention in a city, and other small rivers in the mountains.
河川の段差を利用して発電するものに、河川内の段差上流部と下流部に導水路を設け、上流部導水路の中に縦軸型の水車を設けて段差導水路内の河川水の重量を吸出し力として利用するものもあるが、この方法だと渇水期など導水路内を満たせぬ程河川水位が低下した場合、たとえ放水口の開度を絞って導水路内を満水にしても、水車の出力増加には結びつかない問題。 また大雨後の泥水に対して、価格や製造の面で、スラスト軸受が使えない小型縦軸型水車の欠点である下部軸受の損傷問題等がある。 (特許文献1) For power generation using the river level difference, a water channel is provided in the upstream and downstream of the level difference in the river, and a vertical water turbine is provided in the upstream level water channel to provide river water in the level channel. Some use the weight as a suction force, but if this method is used, the river water level will drop to the extent that it does not fill the conduit, such as in the dry season, even if the opening of the outlet is narrowed to fill the conduit. A problem that does not lead to an increase in the output of the turbine. In addition, there is a problem of damage to the lower bearing, which is a disadvantage of a small vertical type water turbine that cannot use a thrust bearing in terms of price and manufacturing against muddy water after heavy rain. (Patent Document 1)
また、水車への集水装置として、桶状の導水装置を用いたものがあるが、この導水装置では河川水のエネルギー密度を十分に高めることはできず、したがって水車出力も大きくは取れない問題がある。 また、上掛け水車を使用することから、河川の段差高は水車の直径以上なくてはならず、利用できる河川の段差箇所が限られる等の問題がある。 (特許文献2) In addition, there is a water collecting device that uses a bowl-shaped water conveyance device as a water turbine, but this water conveyance device cannot sufficiently increase the energy density of river water, and therefore the turbine output cannot be increased. There is. In addition, since the upper water turbine is used, the height of the river must be higher than the diameter of the water turbine, and there is a problem that the level of the river that can be used is limited. (Patent Document 2)
河川水位の変動に対応させる発電装置として、河川の上に架台を組み、水車をワイヤーで吊り下げ、河川の水位に応じて水車を上下させて発電するものがあるが、この方法では河川水の速度エネルギーの一部しか取り込むことができず、発電装置としての効率が悪い問題。 また、変化の激しい小河川の水位に応じて、こまめに水車を調整しなければならない問題等がある。 (特許文献3) As a power generation device that responds to fluctuations in river water level, there is one that builds a stand on the river, suspends the water wheel with a wire, and raises and lowers the water wheel according to the water level of the river. The problem is that only a part of the velocity energy can be taken in and the efficiency as a power generator is poor. In addition, there is a problem that the water wheel needs to be adjusted frequently according to the water level of a rapidly changing small river. (Patent Document 3)
同じく河川水位の変動に対応させる発電装置として、上下2段の水面を導水管で結び、下段水面に浮き子を設け、その浮力で水車,回転体及び導水管下部を支持する方法があるが、この方法では導水管が満水になった場合、浮き子の浮力をさらに大きくしなければならない問題。 また水車軸に直結される回転体の直径は大きく採れず、故に発電機までの伝達装置に中間増速装置を設けなければならず、効率の悪い発電装置になってしまう問題等がある。(特許文献4) Similarly, as a power generation device that responds to fluctuations in river water level, there is a method of connecting the upper and lower two water surfaces with water conduits, providing a float on the lower water surface, and supporting the water turbine, rotor and lower part of the water conduit with the buoyancy, This method has a problem that the buoyancy of the float must be further increased when the water conduit is full. Moreover, the diameter of the rotating body directly connected to the water wheel shaft cannot be made large, and therefore an intermediate speed increasing device must be provided in the transmission device to the generator, resulting in an inefficient power generation device. (Patent Document 4)
本発明は上記の問題点に鑑み、小河川の段差のある個所に設置する発電装置として、効率よく発電でき、且つ低コストで製作,設置が可能で、また河川の水位変動や河川ゴミにも対応できる小水力発電装置の提供を図るものである。 In view of the above problems, the present invention is a power generation device that is installed at a step in a small river, can generate power efficiently, and can be manufactured and installed at low cost. The aim is to provide a small hydroelectric generator that can be used.
効率の良い発電装置(水車)とする為に、水路の段差上流側に横四角形の広口の取水口と段差下流側に横四角形の狭窄出口を設けた逆台形をした誘導ダクトを設け、前記誘導ダクトは、整流板を内蔵したダクトベースとダクト蓋の2分割構造で耐内圧型のダクトであることを特徴とする。 In order to make an efficient power generator (turbine), a guide duct having an inverted trapezoidal shape with a wide square water intake at the upstream side of the step and a narrow narrow outlet at the downstream side of the step is provided. The duct is a two-part structure of a duct base with a built-in rectifying plate and a duct lid, and is an internal pressure-resistant duct.
また前記誘導ダクト先端の狭窄出口には、水車ランナーを下側から覆い、両側を塞いだ形状のダクトスプーンが取り付けられ、水車ランナーの下部半分近くはこの中で回転する構造で、このダクトスプーンと水車ランナーとの間隔は、ダクトスプーンの先端に行くほど狭められ、狭窄出口の流速エネルギーと圧力エネルギーを効率よく水車ランナーに伝達する構造であることを最大の特徴とする。エネルギーを伝達し終えた河川水は、ダクトスプーンの先端より吐出される。 In addition, a duct spoon with a shape that covers the water turbine runner from the lower side and closes both sides is attached to the constriction outlet at the tip of the induction duct, and the lower half of the water turbine runner rotates in this, The distance from the water turbine runner is narrowed toward the tip of the duct spoon, and the greatest feature is that the flow velocity energy and pressure energy at the constriction outlet are efficiently transmitted to the water turbine runner. River water that has finished transmitting energy is discharged from the tip of the duct spoon.
河川段差の上流側と下流側とに前記誘導ダクトを設けた事により、河川段差から水車を下流方向へ遠ざけることがでる為、台風や大雨等の一時的な増水に対しても水車の軸受は冠水し難い構造を特徴とする。 Because the guide ducts are installed on the upstream and downstream sides of the river level, the turbines can be moved downstream from the river level, so the turbine bearings can be used against temporary water increases such as typhoons and heavy rains. Characterized by a structure that is difficult to flood.
また水車は横軸型とし、その車軸は懸垂架台によって空中で支持される為、冠水し難い構造を特徴とする。In addition, the water wheel is a horizontal shaft type, and the wheel shaft is supported in the air by a suspension stand, so that it is difficult to flood.
季節的な河川水位の低下(渇水期)に対応する為に、河川段差上部の誘導ダクトの取水口下部に設けられる嵩上げチャンネルは、前記誘導ダクトを回動自在に支持するだけでなく、必要に応じて2段、3段と嵩上げ高さを増して、河川段差の上流側の水位を上げられる構造を特徴とする。 In order to cope with the seasonal drop in the river water level (the drought season), the raised channel provided at the lower part of the intake duct of the guide duct above the river level not only supports the guide duct in a rotatable manner, but is also necessary. Depending on the structure, it is characterized by a structure that can increase the height of the two steps and three steps to raise the water level upstream of the river step.
季節的な河川水位の上昇(豊水期)に対応する為に、河川の両岸に2本ずつ埋設されたリードボルトに井桁状の渡し架台を貫通させ、両岸に各々2台ずつ仮設した油圧ジャッキ等により井桁状の渡し架台を上下移動させ、任意の高さになったところで、リードボルト付近に枕受け台を差し込み、リードボルトのナットで締め付けて固定することを特徴とするもので、前記井桁状渡し架台に取付けられる懸垂架台には、水車,誘導ダクトの狭窄出口及びダクトスプーン等が取り付けられ、それらは井桁状渡し架台と共に河川の水位に応じて上下移動できることを特徴とする。 In order to cope with the seasonal rise in river water level (water-filling season), hydraulic pipes that are installed on two sides of the river with two girder-shaped crossing piers through two lead bolts embedded on both sides of the river. It is characterized by vertically moving the cross-girder-shaped transfer platform with a jack, etc., and when it is at an arbitrary height, insert a pillow cradle near the lead bolt, and tighten and fix with a nut of the lead bolt, A suspension wheel attached to a cross-girder-like gantry is equipped with a water wheel, a narrowing outlet of a guide duct, a duct spoon, and the like, which can move up and down together with the cross-girder-like gantry according to the water level of the river.
河川の流入ゴミに対応する為に、横置きラダーの支持架台に等辺山形鋼或いは丸棒,丸型パイプ等を20〜30mmの隙間間隔で取り付けた横型スクリーンを設け、前記誘導ダクトの上流部に河川幅を斜め横断して取付けられるもので、上流側は誘導ダクト設置側岸の上流部に、下流側は段差上の誘導ダクトの取水口より下流に取付けられることを特徴とする。 In order to deal with river inflow waste, a horizontal screen with equilateral mountain-shaped steel or round bars, round pipes, etc. attached at a clearance of 20 to 30 mm is provided on the support frame of the horizontal ladder, and upstream of the induction duct. It can be installed diagonally across the river width, and the upstream side is attached to the upstream part of the guide duct installation side bank, and the downstream side is attached downstream from the intake port of the induction duct on the step.
製作費,建設費及び維持管理費等が低廉となるために、使用する鋼材,部品等は全てJIS規格の汎用品で製作,組み立てられるスケルトン構造を特徴とした。 Since production costs, construction costs, maintenance costs, etc. are low, the steel materials and parts used are all characterized by a skeleton structure that can be manufactured and assembled with JIS standard general-purpose products.
河川の流れ方向に取付けた逆台形型の誘導ダクトとその狭窄出口に設けたダクトスプーンにより、誘導ダクトで高められた流水エネルギーをダクトスプーンで効率よく水車ランナーに伝達することができる為、水車出力が増加する。即ち同じ出力の他の水車と比べれば、水車サイズをコンパクトにできる。 Because the inverted trapezoidal induction duct installed in the river flow direction and the duct spoon provided at the constriction outlet, the flowing water energy raised by the induction duct can be efficiently transmitted to the turbine runner with the duct spoon. Will increase. That is, the size of the water turbine can be made compact compared to other water turbines with the same output.
水車ランナーを下側から覆う形状のダクトスプーンを設けたことにより段差下流の開放水面はダクトスプーン天端まで許容される為、段差の持つ位置エネルギーを最大限利用することができる。 即ち、20〜30cm程度のわずかな段差の河川をも利用することができる。 By providing a duct spoon shaped to cover the water turbine runner from below, the open water surface downstream of the step is allowed to the top of the duct spoon, so that the potential energy of the step can be utilized to the maximum. In other words, it is possible to use a river with a slight step of about 20 to 30 cm.
河川段差の上流側から下流側へ誘導ダクトを掛けることにより、瞬間的な河川の増水時にも誘導ダクトの長さ分、河川段差から水車を遠ざけることができる為、水車の軸受までは冠水せず、軸受の長寿命化が図れる。 By installing a guide duct from the upstream side to the downstream side of the river step, the turbine can be kept away from the river step by the length of the guide duct even when there is a momentary increase in the river level. The life of the bearing can be extended.
誘導ダクトの取水口底部と段差上部の河川底との間に嵩上げチャンネルを設け、渇水期に河川段差上流部の水位を上げて河川水の位置エネルギーを増加することができる為、渇水期の出力低下を僅かながらも補償できる。 Since a raised channel is provided between the bottom of the intake duct intake and the river bottom at the top of the step, the water level at the upstream of the river step can be raised during the dry season to increase the potential energy of the river water. A slight decrease can be compensated.
河川両岸に渡された上下移動可能な井桁状の渡し架台に懸垂された水車と誘導ダクトの狭窄出口及びダクトスプーンは、河川水位の増減に応じて上下移動が可能な為、河川の増水期に於いても水車軸受を水没させることがなく、且つ水車と誘導ダクトの好適な照射角度を維持することができ、安定した出力と水車軸受の長寿命化が図れる。 The water wheel suspended on the crossing of a cross-shaped cross-girder that is passed to both banks of the river, the narrowing outlet of the induction duct and the duct spoon can be moved up and down according to the increase and decrease of the river water level. In this case, the turbine bearing is not submerged, and a suitable irradiation angle between the turbine and the induction duct can be maintained, so that a stable output and a longer life of the turbine bearing can be achieved.
誘導ダクトの取水口手前の上流部に河川幅を斜め横断して取付けられる為、横型スクリーンに捕捉された河川ゴミは、横型スクリーンに沿って下流方向へ自然誘導され、誘導ダクトの取水口を通過した時点でゴミ吐出口から段差下流へと押し流され、ゴミによる水車トラブルが防止できる。 Since it is attached diagonally across the width of the river upstream of the intake duct before the intake duct, river waste captured by the horizontal screen is naturally guided downstream along the horizontal screen and passes through the intake duct intake. At that time, it is pushed away from the dust discharge port to the downstream of the step, so that it is possible to prevent water turbine trouble due to dust.
本小水力発電装置を設置するに当たり、河川への大掛かりな河川改修、土木工事は不要である。 The installation of this small hydroelectric generator does not require major river improvement or civil engineering work on the river.
使用する鋼材,部品等は全てJIS規格の汎用品で製作,組み立てられるスケルトン構造の為、維持管理が容易になっただけでなく、製作費,建設費等が低廉となり汎用性が出てきた。 All of the steel materials and parts used are made of JIS standard general-purpose products, and the skeleton structure makes it easy to maintain and manage, as well as lower production costs, construction costs, and more versatility.
当小水力発電装置を構成するほとんどの部品は、河川土手の中に納められる構造であるため、設置後も周囲の景観を損なうこともなく目立たない存在となる。 Most of the components that make up this small hydroelectric power generator have a structure that can be housed in a river bank, so that even after installation, the surrounding landscape remains unnoticeable.
本発明の小水力発電装置は、小河川の段差を利用して段差上流部と段差下流部とに河川流水のエネルギー密度を高める誘導ダクトを掛け、その狭窄出口に流水エネルギーを効率よく水車ランナーに伝達するダクトスプーンを設け、その中に複数枚の湾曲ブレードを持った水車ランナーの下部半分近くを浸して回転させる横軸型水車を特徴とするもので、その水車及び誘導ダクトの狭窄出口とダクトスプーンとは、河川の両岸に渡された上下移動可能な井桁状の渡し架台に取付けられた懸垂架台に設置され、河川の水位に応じて上下移動ができることを最大の特徴とするもので、以下実施例を図面に基づいて説明する。 The small hydroelectric power generation apparatus of the present invention hangs an induction duct that increases the energy density of river water at the upstream and downstream of the steps using the steps of the small river, and efficiently supplies the flowing water energy to the turbine runner at the narrowed outlet. It is characterized by a horizontal axis type water turbine that rotates by immersing near the lower half of a water turbine runner with a plurality of curved blades in it. Spoon is the biggest feature that it is installed on a suspension base attached to a cross-shaped crossing platform that can be moved up and down passed on both banks of the river, and can move up and down according to the water level of the river, Embodiments will be described below with reference to the drawings.
図1は、本発明の小水力発電装置を構成する全体平面図である。
図面左手矢印方向Sより流入する河川水は、ゴミ除けスクリーン18で水車ランナーに有害な大きさの河川ゴミは取り除かれる。 ゴミ除けスクリーンを通過できない(選別された)粗大ごみはゴミ除けスクリーンに沿ってゴミ吐出口22へと流し出され、やがて河川段差Bの下流へと吐き出される。 ゴミ除けスクリーンを通過した河川水は、誘導ダクト5に流入し、水圧と流速を増して狭窄出口7からダクトスプーン17へと導かれる。FIG. 1 is an overall plan view of the small hydroelectric generator of the present invention.
River water flowing in from the direction S of the arrow on the left side of the drawing is removed by the
図2に於いて、ダクトスプーン17へ導かれた高速流水は、水車ランナーとダクトスプーンとで徐々に狭められる為、流速エネルギーは徐々に水車ランナー16、の湾曲ブレードに伝達され、水車を回転させる。 エネルギーの大半を使い果たした河川水は、ダクトスプーンの先端より段差下流の水面上に吐出され、その役目を終える。
渇水期の段差下流の水面を基準に据え付けられるこの水車は、段差下流の開放水面Fがダクトスプーンの天端29に達するまで水車(渡し架台)を上げる必要がなく、故に相当長期にわたって本位置での運転が可能となる。In FIG. 2, since the high-speed flowing water led to the
This turbine installed on the basis of the water level downstream of the step in the dry season does not need to be raised until the open water surface F downstream of the step reaches the
図1及び図2に於いて、台風,大雨等一時的な増水に対して、誘導ダクトの取水口6の吸込み高さ以下の場合、その増水エネルギーの大半は水車の回転力として消滅し、残りはゴミ吐出口22より段差下流へ放流される。
図3に於いて、一時的増水がさらに増して誘導ダクトの取水口の吸込み高さを超えた場合でも河川流水は水車の軸受までは届かず、誘導ダクトの途中で段差下流の水面上に落水する。In FIGS. 1 and 2, if the intake height of the
In FIG. 3, even if the temporary water increase further increases and exceeds the intake height of the intake of the induction duct, the river water does not reach the bearings of the water turbine and falls on the water surface downstream of the step in the induction duct. To do.
図3の春から秋の河川豊水期の水車運転について、河川が増水して段差下流の開放水面Jがダクトスプーンの天端29より高くなると水車の効率が落ちる。その為、ダクトスプーンの天端29は常に段差下流の開放水面Jより高い位置で運転する必要がある。 誘導ダクトの水平軸26,ダクトスプーン17,及び水車軸受13等は、渡し架台8に取付けられた懸垂架台12に取付けられている為、河川の両岸で、渡し架台を上げることによってそれらも上がることになる。 In the water turbine operation in the spring to autumn river flooding period of FIG. 3, the efficiency of the water turbine decreases when the river increases and the open water surface J downstream of the step becomes higher than the top 29 of the duct spoon. Therefore, it is necessary to always operate the
図1及び図4に於いて、井桁状渡し架台の上方移動は、河川両岸に2本ずつあるリードボルト10のナットを緩め、仮設の油圧ジャッキ9等で井桁状渡し架台を上方移動する。 ダクトスプーン天端29が段差下流の開放水面Jより十分に上昇したら(その後の増水を考慮して)図3で示す通り、リードボルト10とコンクリート基礎3との間に数個の枕台座11を挿入し、渡し架台8が任意の高さで水平になったらリードボルトのナットを締め、当位置での渡し架台を固定する。 In FIG. 1 and FIG. 4, the upward movement of the cross-girder platform is performed by loosening the nuts of two
ここで水車を最も効率よく運転する為に、水車位置と誘導ダクトの照射角度を調整する必要がある。 図2の渇水期の場合と図3の豊水期の場合とでは、水車ランナーに対する誘導ダクトの照射角が僅かに異なる為、ダクト吊りボルト2及びダクトスプーン調整ボルト28を調整して好適な照射角度(運転位置)を決める。 Here, in order to operate the water turbine most efficiently, it is necessary to adjust the water wheel position and the irradiation angle of the induction duct. Since the irradiation angle of the induction duct with respect to the turbine runner is slightly different between the drought period of FIG. 2 and the high water period of FIG. 3, a suitable irradiation angle is obtained by adjusting the
河川の豊水期から渇水期への移行時期に於ける水車の運転は、[0031]で示した手順の逆を行うことになる。 即ち、河川両岸に2本ずつあるリードボルト10のナットを緩め、仮設の油圧ジャッキ9を渡し架台8とコンクリート基礎3との間に挿入し、一度ジャッキアップしてから枕台座を取り外し、任意の高さまで下方移動し、リードボルトのナットを締めて固定する。 The operation of the water turbine in the transition period from the river flooding period to the drought period is the reverse of the procedure shown in [0031]. In other words, loosen the nuts of two
ここでは、設置費用の関係で安価な仮設ジャッキを用いて、渡し架台を上下移動させたが、スクリュウジャッキと連結棒及び操作ハンドルの装置を組み込んで一人で上下移動することもできる。Here, the transfer base is moved up and down using an inexpensive temporary jack because of the installation cost. However, it is also possible to move up and down alone by incorporating a screw jack, a connecting rod and an operation handle.
従来のいわゆる小水力発電装置なるものは、出力が微小でありながら高価な装置であった。 それと云うのもその利用者は、公共団体,学校の教材或いは富裕人の趣味道楽の域を超えていなかったことにも一因する。 本発明は、そうした非実用的な発電装置とは一線を画し、あくまで実用的,低廉で汎用性のある小水力発電装置の製造,建設を目指すものである。 本発明の小水力発電装置は、農業用ハウス栽培の照明電源,河川脇道路の防犯灯の電源,電気自動車用充電装置の電源,将来の水素発生装置の電源,等が考えられる。A conventional so-called small hydroelectric generator is an expensive apparatus with a small output. This is partly due to the fact that the users did not go beyond the scope of public organizations, school materials or the hobby of rich people. The present invention is different from such an impractical power generation device, and aims to manufacture and construct a small hydraulic power generation device that is practical, inexpensive, and versatile. The small hydroelectric power generation apparatus of the present invention may be an illumination power source for agricultural house cultivation, a power source for a crime prevention light on a riverside road, a power source for an electric vehicle charging device, a power source for a future hydrogen generator, and the like.
1 ダクト吊り架台 A 段差上流川底
2 ダクト吊りボルト B 河川段差
3 コンクリート基礎 C 段差下流川底
4 アンカーボルト D 河川護岸
5 誘導ダクト E 河川護岸天端
6 ダクト取水口 F 渇水期水位
7 ダクト狭窄出口 J 満水期水位
8 井桁状渡し架台 S 流水方向
9 仮設ジャッキ
10 リードボルト 図1 全体平面図
11 枕台座 図2 渇水期の側面図
12 懸垂架台 図3 満水期の側面図
13 水車軸受 図4 全体正面図
14 水車プーリー
15 タイミングベルト 図5 誘導ダクト概形図
16 水車ランナー 図5−(a)誘導ダクト立体概形図
17 ダクトスプーン 図5−(b)誘導ダクト平面図
18 ゴミ除けスクリーン 図5−(c)誘導ダクト側面図
19 スクリーン固定チャンネル 図5−(d)誘導ダクト断面図
20 ダクト吊りワイヤー
21 スクリーン吊りワイヤー 図6 簡易水車概形図
22 ゴミ吐出口 図6−(a)水車ランナー正面図
23 嵩上げチャンネル 図6−(b)水車ランナー側面図
24 引掛けアングル
25 発電機 図7 ゴミ除けスクリーン概形図
26 ダクト水平軸 図7−(a)スクリーン取付架台
27 連結アングル 図7−(b)ゴミ除けスクリーン正
28 ダクトスプーン調整ボルト 図7−(c)ゴミ除けスクリーン側
29 ダクトスプーン天端
30 整流板
31 ダクト蓋
32 ダクトベース
33 湾曲ブレード
34 開き止め1 Duct suspension base A Step upstream river bottom 2 Duct suspension bolt B River step 3 Concrete foundation C Step downstream river bottom 4 Anchor bolt D River revetment 5 Guidance duct E River revetment top 6 Duct intake F Drying level 7 Duct constriction exit J Full water Seasonal water level 8 Cross-girder-shaped pedestal S Flow direction 9 Temporary jack 10 Lead bolt Fig. 1 Overall plan view 11 Pillow base Fig. 2 Side view during drought 12 Suspension stand Fig. 3 Side view during full season 13 Turbine bearing Fig. 4 Overall front view 14 Turbine pulley 15 Timing belt Fig. 5 Guide duct schematic diagram 16 Turbine runner Fig. 5- (a) Guide duct three-dimensional schematic diagram 17 Duct spoon Fig. 5- (b) Guide duct plan view 18 Dust removal screen Fig. 5- (c) Side view of guide duct 19 Screen fixing channel FIG. 5- (d) Cross section of guide duct 20 Duct suspension wire 21 Clean suspension wire Fig. 6 Simplified water wheel schematic diagram 22 Garbage outlet Fig. 6- (a) Turbine runner front view 23 Raising channel Fig. 6 (b) Turbine runner side view 24 Hook angle 25 Generator Fig. 7 Outline of dust removal screen Fig. 26 Duct horizontal axis Fig. 7- (a) Screen mounting base 27 Connection angle Fig. 7- (b) Dust-removing screen normal 28 Duct spoon adjustment bolt Fig. 7- (c) Dust-removing screen side 29 Duct spoon top end 30 Rectification Plate 31 Duct lid 32 Duct base 33 Curved blade 34 Opening stopper
Claims (6)
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JPS6028278U (en) * | 1983-08-02 | 1985-02-26 | 株式会社 丸島水門製作所 | Small hydroelectric power generation equipment |
JPS60147768U (en) * | 1984-03-09 | 1985-10-01 | 株式会社丸島アクアシステム | Open channel water turbine device |
JPS61184878U (en) * | 1985-05-09 | 1986-11-18 | ||
JPS6229480U (en) * | 1985-08-07 | 1987-02-23 | ||
JP2001214423A (en) * | 2000-02-03 | 2001-08-07 | Nagoya City | Dust removing device |
JP3174457U (en) * | 2012-01-06 | 2012-03-22 | 洋一 石原 | Low flow hydropower system for rivers |
JP2013083173A (en) * | 2011-10-06 | 2013-05-09 | Watarai Denki Doboku:Kk | Water conducting device of hydraulic power generating apparatus |
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JPS6028278U (en) * | 1983-08-02 | 1985-02-26 | 株式会社 丸島水門製作所 | Small hydroelectric power generation equipment |
JPS60147768U (en) * | 1984-03-09 | 1985-10-01 | 株式会社丸島アクアシステム | Open channel water turbine device |
JPS61184878U (en) * | 1985-05-09 | 1986-11-18 | ||
JPS6229480U (en) * | 1985-08-07 | 1987-02-23 | ||
JP2001214423A (en) * | 2000-02-03 | 2001-08-07 | Nagoya City | Dust removing device |
JP2013083173A (en) * | 2011-10-06 | 2013-05-09 | Watarai Denki Doboku:Kk | Water conducting device of hydraulic power generating apparatus |
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JP2021139099A (en) * | 2020-02-28 | 2021-09-16 | 田中鉄筋工業株式会社 | River structure |
JP7224602B2 (en) | 2020-02-28 | 2023-02-20 | 田中鉄筋工業株式会社 | river structure |
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