JP2009155966A - Air entrainment inhibiting device - Google Patents

Air entrainment inhibiting device Download PDF

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JP2009155966A
JP2009155966A JP2007337133A JP2007337133A JP2009155966A JP 2009155966 A JP2009155966 A JP 2009155966A JP 2007337133 A JP2007337133 A JP 2007337133A JP 2007337133 A JP2007337133 A JP 2007337133A JP 2009155966 A JP2009155966 A JP 2009155966A
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water
air
flow path
flowing
air mixing
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JP4916429B2 (en
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Sunao Fukumoto
直 福本
Mayuka Kawakami
万由佳 川上
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Chugoku Electric Power Co Inc
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Chugoku Electric Power Co Inc
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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
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Abstract

<P>PROBLEM TO BE SOLVED: To provide an air entrainment inhibiting device having a simple structure by which the air is inhibited from being entrained into the water passing through a flow passage causing a drop and flowing into a pipe line which is connected to the downstream side. <P>SOLUTION: The air entrainment inhibiting device 10 is provided with a water conduit 11 receiving all the water flowing into a stream water intake path 30. The water conduit 11 extends downward in a vertical shaft 40, then turns upward at a position lower than the position of a water surface 42 in the lower part of the vertical shaft 40, and opens the end part 12 at a position lower than the position of the water surface 42. The end part 12 of the water conduit 11 is arranged at a position higher than the position of an upper end of an inflow port 51 of a lower stream side conduit 50. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、落差を有する流路の下流側に接続された管路へ流れ込む水に、当該流路からの水の流入に伴って空気が混入するのを抑制するための空気混入抑制装置に関する。   The present invention relates to an air mixing suppression device for suppressing water from flowing into a pipe connected to a downstream side of a flow path having a head with the inflow of water from the flow path.

水力発電所では、発電用水車を回転させるための動力源である水を、渓流などの多くの水系から水路を通じて集水している。   Hydroelectric power plants collect water, which is a power source for rotating a power generation turbine, from many water systems such as mountain streams through waterways.

図5は、発電用水を渓流水源等の標高の高い箇所から取水するための水路20の一例を示す断面図である。   FIG. 5 is a cross-sectional view showing an example of a water channel 20 for taking water for power generation from a high altitude such as a mountain stream water source.

図5に示すように、渓流から取水された水は、水平方向に延長する渓流取水路30から、鉛直下方向に延長する立坑40内を通過して、下流側管路50に流れ込む。このような流水過程では、水が渓流取水路30の端部32から立坑40内を落下して、立坑40内の水面42に到達する際に、多量の空気が水中に混入して、混入された空気が水とともに下流側管路50内から発電用水車へ導入されてしまうことがある。その場合、エアーハンマー現象によって発電用水車のランナを破損するおそれがあるばかりでなく、発電効率も低下させてしまうので、極力、発電用水車に導入する水には空気が混入されていないことが望ましい。   As shown in FIG. 5, the water taken from the mountain stream passes from the mountain stream intake channel 30 extending in the horizontal direction through the shaft 40 extending vertically downward and flows into the downstream pipe 50. In such a flowing water process, when water falls in the vertical shaft 40 from the end 32 of the mountain stream intake channel 30 and reaches the water surface 42 in the vertical shaft 40, a large amount of air is mixed and mixed in the water. The air may be introduced into the power generation turbine from the downstream pipe line 50 together with the water. In that case, the air hammer phenomenon may not only damage the runner of the power generation turbine, but also reduce the power generation efficiency, so that the water introduced into the power generation turbine is not mixed with air as much as possible. desirable.

一方、従来より、図5のような鉛直落差が生じるような流路で配管される配管中を流れる水に対して空気混入を抑制する装置が開示されている(例えば、特許文献1)。   On the other hand, conventionally, there has been disclosed a device that suppresses air contamination with respect to water flowing in a pipe that is piped through a flow path that causes a vertical drop as shown in FIG. 5 (for example, Patent Document 1).

特許文献1に記載される空気混入抑制装置は、鉛直管路の上流に越流堰を有する槽体を設け、鉛直管路内に主分割流路と副分割流路とに分割する仕切板と設置したものである。この仕切板の上端は、副分割流路へ流れ込む水を槽内で一定の水深まで堰き止める堰板となっており、主分割流路の断面積は、主分割流路内を流れる水の流量が槽体の越流堰から越流する流量よりも少なくなるよう設定されている。これにより、越流堰から越流する水を鉛直管路の主分割流路内で満水になるように溜めることで鉛直落差をなくして空気混入を抑制し、また仕切板上端の堰板を越流して副分割流路内に流れる水の流量を少なくして空気混入量を低減することができる。
特開平11−118089号公報
An air mixing suppression device described in Patent Document 1 includes a tank plate having an overflow weir upstream of a vertical pipe, and a partition plate that divides the vertical pipe into a main divided flow path and a sub-divided flow path. It is installed. The upper end of this partition plate is a dam plate that dams the water flowing into the sub-divided flow channel to a certain depth in the tank, and the cross-sectional area of the main divided flow channel is the flow rate of water flowing in the main divided flow channel Is set to be smaller than the flow rate overflowing from the overflow weir of the tank body. As a result, the water overflowing from the overflow weir is accumulated in the main divided flow path of the vertical pipe so that the vertical drop is eliminated and air mixing is suppressed. The amount of air mixed can be reduced by reducing the flow rate of the water flowing and flowing into the sub-divided flow path.
Japanese Patent Laid-Open No. 11-118089

しかしながら、特許文献1に開示される空気混入抑制装置では、鉛直管路に対して、越流堰を有する槽体を設置する必要があるため、設備として大掛かりなものとなって、導入コストが嵩んでしまう。   However, in the air mixing suppression device disclosed in Patent Document 1, since it is necessary to install a tank body having an overflow dam with respect to the vertical pipe, it becomes a large-scale facility and increases the introduction cost. I'll be stuck.

また、鉛直管路における主分割流路内では、満水状態にすることにより水への空気混入を抑制しているが、水が槽内の越流堰を越流して、仕切板上部の堰材によって堰き止められた水の水面に流れ込むとき、又は水が仕切板上部の堰板を越流して副分割流路内の水面に流れ込むときに水に空気が混入するおそれがある。また、水量が少ない場合では、主分割流路の流入口に渦流が発生することも想定され、その場合、主分割流路内に空気が吸い込まれて水に空気が混入してしまう。これらの結果、空気を含む水がその下流側に接続される管路を通じて発電用水車へ導入されるおそれがある。   In addition, in the main divided flow channel in the vertical pipe, air mixing into the water is suppressed by making it full, but the water overflows the overflow weir in the tank and the weir material above the partition plate There is a possibility that air may be mixed into the water when flowing into the water surface blocked by the water or when the water flows over the weir plate above the partition plate and flows into the water surface in the sub-divided flow path. In addition, when the amount of water is small, it is assumed that a vortex flow is generated at the inlet of the main divided flow path. In that case, air is sucked into the main divided flow path and air is mixed into the water. As a result, water containing air may be introduced into the power generation turbine through a pipe line connected to the downstream side thereof.

本発明は、上記の点に鑑みてなされたものであり、簡易な構成で、落差を生じるような流路を通過し、その下流側に接続された管路に流れ込む水に空気が混入するのを抑制することが可能な空気混入抑制装置を提供することを目的とする。   The present invention has been made in view of the above points, and air is mixed into water that passes through a flow path that causes a drop with a simple configuration and flows into a pipe connected to the downstream side thereof. An object of the present invention is to provide an air mixing suppression device capable of suppressing the above.

上記の目的を達成するため、本発明は、落差を有する流路から、その下流側に接続された管路へ流れ込む水に、当該流路からの水の流入に伴って空気が混入するのを抑制するための空気混入抑制装置であって、
前記流路へ流れ込む水が全て流入するように構成され、当該流路内を下方に延びた後、前記流路の下部の水面よりも低い位置にて上向き又は斜め上向きに向きを変えて、端部が当該水面より低い位置にて開口する導水管を備えたことを特徴とする(第1の発明)。
In order to achieve the above-mentioned object, according to the present invention, air flows from a flow path having a head into a pipe connected to the downstream side of the water as the water flows from the flow path. An air mixing suppression device for suppressing,
It is configured so that all the water flowing into the flow path flows in, extends downward in the flow path, and then turns upward or obliquely upward at a position lower than the water surface at the bottom of the flow path. It is characterized by having a water conduit that opens at a position lower than the water surface (first invention).

本発明の空気混入抑制装置によれば、空気混入の抑制が必要な落差のある流路において、特許文献1に記載されるような槽体や越流堰などの大掛かりな設備を設ける必要がなく、簡易な構成で施工できるので、導入コストを低減できる。   According to the air mixing suppression device of the present invention, it is not necessary to provide a large facility such as a tank body or overflow weir as described in Patent Document 1 in a flow path with a head that needs to suppress air mixing. Since construction can be performed with a simple configuration, the introduction cost can be reduced.

また、本発明の空気混入抑制装置によれば、流路へ流れ込む水をすべて取り込んで流路の下部の水面よりも低い位置にまで誘導し、その後、その流れの向きを上向き又は斜め上向きに向きを変えて水面より低い位置にて排出する。これにより、流路へ流れ込む水に空気が混入しても、その水は流路下部の水中へ上向き又は斜め上向きに向きに排出されるので、水内に混入された空気も水の上昇流とともに水面へ浮上するように排出される。したがって、水内に混入された空気が管路に空気が流れ込むのを抑制することできる。   Further, according to the air mixing suppression device of the present invention, all the water flowing into the flow path is taken and guided to a position lower than the water surface at the bottom of the flow path, and then the flow direction is directed upward or obliquely upward. Change the position and discharge at a position lower than the water surface. As a result, even if air is mixed into the water flowing into the flow path, the water is discharged upward or obliquely upward into the water below the flow path. It is discharged to float on the water surface. Therefore, the air mixed in the water can be prevented from flowing into the pipe.

第2の発明は、第1の発明において、前記導水管の前記端部は、前記管路の流入口よりも高い位置で開口していることを特徴とする。   The second invention is characterized in that, in the first invention, the end portion of the conduit pipe is opened at a position higher than the inlet of the conduit.

本発明の空気混入抑制装置によれば、導水管の端部から水とともに排出される空気が、管路の流入口から管路内に流れ込むのを、より一層に抑制することできる。   According to the air mixing suppression device of the present invention, it is possible to further suppress the air discharged together with water from the end of the water conduit from flowing into the pipe from the inlet of the pipe.

本発明によれば、簡易な構成で、落差を生じるような流路を通過し、その下流側に接続された管路に流れ込む水に空気が混入するのを抑制することが可能な空気混入抑制装置を提供できる。   According to the present invention, an air mixing suppression capable of suppressing the mixing of air into water flowing into a pipe connected to the downstream side through a flow path that causes a drop with a simple configuration. Equipment can be provided.

以下、本発明の好ましい実施形態について図面に基づき詳細に説明する。   Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the drawings.

本実施形態の空気混入抑制装置10は、例えば、図5で示したような発電用水を渓流水源等の標高の高い箇所から取水するための水路20に設けられる。   The air mixing suppression device 10 of the present embodiment is provided in a water channel 20 for taking water for power generation as shown in FIG. 5 from a high altitude such as a mountain stream water source.

なお、図5で示した水路20では、渓流取水路30が水平方向に延長しているが、これに限らず、緩勾配を有する流路でもよい。また、立坑40についても鉛直方向に延長しているが、水面42に流れ込む水に空気が混入するような急勾配を有する流路でもよい。   In the water channel 20 shown in FIG. 5, the mountain stream intake channel 30 extends in the horizontal direction, but the present invention is not limited to this, and a flow channel having a gentle gradient may be used. Further, although the vertical shaft 40 extends in the vertical direction, it may be a flow path having a steep slope in which air is mixed into the water flowing into the water surface 42.

また、以下説明に用いる図面において、図5と同様の構成を用いたものと対応する部分には同一の符号を付して説明を省略する。   Also, in the drawings used for the description below, the same reference numerals are given to portions corresponding to those using the same configuration as in FIG.

図1は、第一の実施形態に係る空気混入抑制装置10の水路20への設置状況を示す断面図であり、図2は図1の斜視図である。   FIG. 1 is a cross-sectional view showing an installation state of the air mixing suppression device 10 according to the first embodiment in a water channel 20, and FIG. 2 is a perspective view of FIG.

図1及び図2に示すように、空気混入抑制装置10は、渓流取水路30に流れる水が全て流入し、立坑40内を下方に延びた後、立坑40下部の水面42よりも低い位置にて上向きに向きを変えて、端部12が水面42より低い位置にて開口する導水管11を備える。ここで、導水管11の端部12は、下流側管路50の流入口51の上端よりも高い位置に設けられる。   As shown in FIG. 1 and FIG. 2, the air mixing suppression device 10 is in a position lower than the water surface 42 below the shaft 40 after all the water flowing into the mountain stream intake channel 30 flows in and extends downward in the shaft 40. The water pipe 11 is opened at a position where the end 12 is lower than the water surface 42. Here, the end portion 12 of the water conduit 11 is provided at a position higher than the upper end of the inflow port 51 of the downstream side conduit 50.

図2に示すように、渓流取水路30の立坑40との接続部には、渓流取水路30の底面を立坑40の内部へ延長する底板112と、底板112の端縁に立設され、渓流取水路30を封鎖する壁板116とが設けられている。底板112には、取水孔114が設けられている。そして、取水孔114に、J字状に屈曲したJ字管120の上端が接続されている。   As shown in FIG. 2, at the connection portion of the mountain stream intake channel 30 with the shaft 40, a bottom plate 112 extending the bottom surface of the mountain stream intake channel 30 to the inside of the shaft 40, and an edge of the bottom plate 112 are erected. A wall plate 116 that seals the intake channel 30 is provided. A water intake hole 114 is provided in the bottom plate 112. And the upper end of the J-shaped pipe 120 bent in the J-shape is connected to the water intake hole 114.

J字管120は、底板112の取水孔114から流れ込んだ水を、立坑40内の水面42より下方に誘導する垂下部122と、誘導した水の流れを上向きに反転させて立坑40下部の水中へ排出する屈曲部124とからなる。   The J-shaped pipe 120 has a drooping portion 122 that guides water flowing from the water intake hole 114 of the bottom plate 112 downward from the water surface 42 in the shaft 40, and reverses the induced water flow upward so that the water in the lower portion of the shaft 40 is submerged. And a bent portion 124 for discharging to the outside.

空気混入抑制装置10がこのような構成であることにより、渓流取水路30を流れる水は、壁板116によりすべてせき止められ、底板112の取水孔114に流れ込む。次に、J字管120により、取水孔114に流れ込んだ水は、立坑40の下部の水面42よりも低い位置にまで誘導され、その後、その流れの向きを上向きに変えられて立坑40内の水中へ排出される。   Since the air mixing suppression device 10 has such a configuration, all of the water flowing through the mountain stream intake channel 30 is blocked by the wall plate 116 and flows into the intake hole 114 of the bottom plate 112. Next, the water that has flowed into the water intake hole 114 by the J-shaped pipe 120 is guided to a position lower than the water surface 42 at the lower part of the shaft 40, and then the direction of the flow is changed upward, It is discharged into the water.

図3は、第二の実施形態に係る空気混入抑制装置100の水路20への設置状況を示す斜視図である。   FIG. 3 is a perspective view showing an installation state of the air mixing suppression device 100 according to the second embodiment in the water channel 20.

図3に示すように、空気混入抑制装置100は、略J字状に屈曲するJ字仕切板130と、鉛直仕切板140とからなる。これらの仕切板130及び140は、その幅方向の縁部が立坑40内の対向する内壁44の夫々に接し、またJ字仕切板130の上端が立坑40の天井面41と接し、鉛直仕切板140の下端が立坑40の底面43と接するように設けられている。   As shown in FIG. 3, the air mixing suppression device 100 includes a J-shaped partition plate 130 that bends in a substantially J shape and a vertical partition plate 140. These partition plates 130 and 140 have an edge in the width direction in contact with each of the opposing inner walls 44 in the shaft 40, and an upper end of the J-shaped partition plate 130 in contact with the ceiling surface 41 of the shaft 40, so that the vertical partition plate The lower end of 140 is provided in contact with the bottom surface 43 of the shaft 40.

これにより、これらJ字仕切板130、鉛直仕切板140、底面43、内壁44、及び内壁45に囲まれたJ字状の導水管13が形成されている。また、このJ字状の導水管13の先端部12が、下流側管路50の流入口51の上端よりも高い位置になるように設計されている。したがって、渓流取水路30を流れる水は、導水管13にすべて流れ込んで立坑40下部まで誘導された後、上方に流れを変更されて水中へ排出される。   Thereby, the J-shaped water guide pipe 13 surrounded by the J-shaped partition plate 130, the vertical partition plate 140, the bottom surface 43, the inner wall 44, and the inner wall 45 is formed. The tip 12 of the J-shaped water conduit 13 is designed to be higher than the upper end of the inlet 51 of the downstream pipe 50. Therefore, all the water flowing through the mountain stream intake channel 30 flows into the water conduit 13 and is guided to the lower part of the shaft 40, and then the flow is changed upward and discharged into the water.

すなわち、第二の実施形態に係る空気混入抑制装置100は、立坑40の内面を利用して導水管13を形成させるものであり、第一の実施形態と同様の水の流れを形成することができる。   That is, the air mixing suppression device 100 according to the second embodiment forms the water conduit 13 using the inner surface of the shaft 40, and can form a water flow similar to that of the first embodiment. it can.

また、第一及び第二の実施形態に係る空気混入抑制装置10又は100が適用される水路は、特に管状の流路に限定されるものではなく、図4に示すように上部が開放する流路22であってもよい。   Further, the water channel to which the air mixing suppression device 10 or 100 according to the first and second embodiments is applied is not particularly limited to a tubular flow channel, and a flow whose upper part is open as shown in FIG. The road 22 may be used.

以上説明したように、第一及び第二の実施形態に係る空気混入抑制装置10及び100によれば、渓流取水路30に流れる水が全て流入し、立坑40内を下方に延びた後、立坑40下部の水面42よりも低い位置にて上向きに向きを変えて、端部12が水面42より低い位置にて開口する導水管11又13を備えることにより、立坑40に流れ込む水に空気が混入しても、その水は、立坑40の下部の水中へ上向きに排出されるので、水内に混入された空気も水の上昇流とともに水面42へ浮上するように排出される。これにより、水内に混入された空気が下流側管路50に空気が流れ込むのを抑制することできる。   As described above, according to the air mixing suppression devices 10 and 100 according to the first and second embodiments, all the water flowing into the mountain stream intake channel 30 flows in and extends downward in the shaft 40, and then the shaft 40 The air is mixed into the water flowing into the shaft 40 by changing the direction upward at a position lower than the water surface 42 at the lower part 40 and having the water guide pipes 11 or 13 whose end 12 opens at a position lower than the water surface 42. Even so, since the water is discharged upward into the water below the shaft 40, the air mixed in the water is also discharged so as to rise to the water surface 42 along with the upward flow of water. Thereby, it can suppress that the air mixed in the water flows into the downstream pipe line 50.

また、空気混入の抑制が必要な落差のある水路20において、特許文献1に記載されるような槽体や越流堰などの大掛かりな設備を設ける必要がなく、簡易な構成で施工できるので、導入コストを低減できる。   In addition, in the water channel 20 with a head that needs to suppress air mixing, it is not necessary to provide large facilities such as a tank body or overflow weir as described in Patent Document 1, and it can be constructed with a simple configuration. Introduction cost can be reduced.

また、導水管11又は13の端部12は、下流側管路50の管路の流入口51の上端よりも高い位置に設けられることにより、導水管11の端部12から排出される水に混入する空気が、流入口51から下流側管路50に空気が流れ込むのを、より効果的に抑制することできる。ただし、導水管11の端部12を、下流側管路50の流入口51の上端よりも低い位置に設けたとしても、導水管11を流れる水は端部12から上向きに排出され、水に混入された空気も水の上昇流とともに水面42へ浮上するように排出されるので、下流側管路50に空気が流れ込むのを抑制する効果を得ることができる。   Further, the end 12 of the water conduit 11 or 13 is provided at a position higher than the upper end of the inflow port 51 of the downstream conduit 50, so that the water discharged from the end 12 of the water conduit 11 is removed. It can suppress more effectively that the air which mixes in flows into the downstream pipe line 50 from the inflow port 51. FIG. However, even if the end portion 12 of the water conduit 11 is provided at a position lower than the upper end of the inflow port 51 of the downstream side pipe 50, the water flowing through the water conduit 11 is discharged upward from the end portion 12 to the water. Since the mixed air is discharged so as to rise to the water surface 42 together with the upward flow of water, the effect of suppressing the air from flowing into the downstream side pipe 50 can be obtained.

なお、第一及び第二の実施形態に係る空気混入抑制装置10及び100では、導水管11又は13は、立坑40内を下方に延びた後、立坑40下部の水面42よりも低い位置にて上向きに向きを変えるとしたが、これに限らず、斜め上向きにその方向を変えてもよい。   In addition, in the air mixing suppression devices 10 and 100 according to the first and second embodiments, the water guide pipe 11 or 13 extends downward in the shaft 40, and then at a position lower than the water surface 42 below the shaft 40. Although the direction is changed upward, the direction is not limited to this, and the direction may be changed obliquely upward.

また、第一の実施形態に係る空気混入抑制装置10では、J字管120の断面形状は矩形であるが、これに限らず、丸管状であってもよい。   Moreover, in the air mixing suppression apparatus 10 which concerns on 1st embodiment, although the cross-sectional shape of the J-shaped pipe | tube 120 is a rectangle, not only this but a round tubular shape may be sufficient.

また、第一及び第二の実施形態に係る空気混入抑制装置10又は100が設置される立坑40には、立坑内に放出された空気を排出ための空気抜孔等を設けてもよい。   Moreover, you may provide the air vent etc. for discharging | emitting the air discharge | released in the shaft in the shaft 40 in which the air mixing suppression apparatus 10 or 100 which concerns on 1st and 2nd embodiment is installed.

第一の実施形態に係る空気混入抑制装置10の水路20への設置状況を示す断面図である。It is sectional drawing which shows the installation condition to the water channel 20 of the air mixing suppression apparatus 10 which concerns on 1st embodiment. 第一の実施形態に係る空気混入抑制装置10の水路20への設置状況を示す斜視図である。It is a perspective view which shows the installation condition to the water channel 20 of the air mixing suppression apparatus 10 which concerns on 1st embodiment. 第二の実施形態に係る空気混入抑制装置100の水路20への設置状況を示す斜視図である。It is a perspective view which shows the installation condition to the water channel 20 of the air mixing suppression apparatus 100 which concerns on 2nd embodiment. 上部が開放された落差の有する流路に下流側管路50が接続された水路20への空気混入抑制装置100の設置状況を示す断面図である。It is sectional drawing which shows the installation condition of the air mixing suppression apparatus 100 to the water channel 20 with which the downstream pipe line 50 was connected to the flow path which the head which the upper part opened | released. 発電用水を渓流水源から下流側管路50に導水するための水路20の一例を示す断面図である。It is sectional drawing which shows an example of the water channel 20 for conducting water for electric power generation from a mountain stream water source to the downstream pipe line 50. FIG.

符号の説明Explanation of symbols

10、100 空気混入抑制装置
11、13 導水管
12 端部
20 水路
30 渓流取水路
40 立坑
42 水面
50 下流側管路
51 流入口
112 底板
114 取水孔
116 壁板
120 J字管
130 J字仕切板
140 鉛直仕切板
DESCRIPTION OF SYMBOLS 10,100 Air mixing suppression apparatus 11,13 Water guide pipe 12 End part 20 Water channel 30 Mountain stream intake channel 40 Vertical shaft 42 Water surface 50 Downstream side channel 51 Inlet 112 Bottom plate 114 Intake hole 116 Wall plate 120 J character tube 130 J character partition plate 140 Vertical divider

Claims (2)

落差を有する流路から、その下流側に接続された管路へ流れ込む水に、当該流路からの水の流入に伴って空気が混入するのを抑制するための空気混入抑制装置であって、
前記流路へ流れ込む水が全て流入するように構成され、当該流路内を下方に延びた後、前記流路の下部の水面よりも低い位置にて上向き又は斜め上向きに向きを変えて、端部が当該水面より低い位置にて開口する導水管を備えたことを特徴とする空気混入抑制装置。
An air mixing suppression device for suppressing water from flowing into the pipe connected to the downstream side of the flow path having a head with the inflow of water from the flow path,
It is configured so that all the water flowing into the flow path flows in, extends downward in the flow path, and then turns upward or obliquely upward at a position lower than the water surface at the bottom of the flow path. An air mixing suppression device comprising a water conduit that opens at a position lower than the water surface.
前記導水管の前記端部は、前記管路の流入口よりも高い位置で開口していることを特徴とする請求項1に記載の空気混入抑制装置。   2. The air mixing suppression device according to claim 1, wherein the end portion of the water conduit opens at a position higher than an inlet of the pipe.
JP2007337133A 2007-12-27 2007-12-27 Air mixing suppression device Expired - Fee Related JP4916429B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111139798A (en) * 2020-01-17 2020-05-12 中国电建集团贵阳勘测设计研究院有限公司 Reinforcing tower well type inlet sluicing tunnel down-the-hole arc door ventilation structure

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5612062A (en) * 1979-07-11 1981-02-05 Osamu Yoshida Device for generating electricity by hydraulic force and pneumatic pressure
JPH11118089A (en) * 1997-10-14 1999-04-30 Kubota Corp Device and method for preventing entering of air in pipe
JP2006316487A (en) * 2005-05-12 2006-11-24 Chugoku Electric Power Co Inc:The Entrained-air control system for headrace
JP2007186869A (en) * 2006-01-12 2007-07-26 Chugoku Electric Power Co Inc:The Air mixing prevention system and air mixing prevention method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5612062A (en) * 1979-07-11 1981-02-05 Osamu Yoshida Device for generating electricity by hydraulic force and pneumatic pressure
JPH11118089A (en) * 1997-10-14 1999-04-30 Kubota Corp Device and method for preventing entering of air in pipe
JP2006316487A (en) * 2005-05-12 2006-11-24 Chugoku Electric Power Co Inc:The Entrained-air control system for headrace
JP2007186869A (en) * 2006-01-12 2007-07-26 Chugoku Electric Power Co Inc:The Air mixing prevention system and air mixing prevention method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111139798A (en) * 2020-01-17 2020-05-12 中国电建集团贵阳勘测设计研究院有限公司 Reinforcing tower well type inlet sluicing tunnel down-the-hole arc door ventilation structure

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