JP2007056507A - Water intake method and device in waterway - Google Patents

Water intake method and device in waterway Download PDF

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JP2007056507A
JP2007056507A JP2005241536A JP2005241536A JP2007056507A JP 2007056507 A JP2007056507 A JP 2007056507A JP 2005241536 A JP2005241536 A JP 2005241536A JP 2005241536 A JP2005241536 A JP 2005241536A JP 2007056507 A JP2007056507 A JP 2007056507A
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water
siphon
reservoir
intake
pipe
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JP4644562B2 (en
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Hiroshi Katayama
博司 片山
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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
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    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a water intake method for starting water intake without going to the spot and preventing the water level of a reservoir from becoming lower than the lowest water level in a waterway having the reservoir and a conduit in this order from the upper reaches, and to provide a siphon device capable of starting water intake without going to the spot. <P>SOLUTION: The siphon device 1 is installed between the reservoir 6a and the conduit 6b in the waterway 6 having the reservoir 6a and the conduit 6b in this order from the upper reaches and comprising a gate 5 openable/closable by remote operation, at the conduit 6b. A siphon 2 is filled with water by closing the gate 5 by remote operation and storing water in the waterway 6. When the gate 5 is then opened by remote operation to lower the water level of the waterway 6 by draining from the conduit 6b, the siphon device 1 starts siphon operation to start water intake from an intake 2a of the siphon 2. When the water level of the waterway 6 is lowered to the same level as the intake 2a, the siphon device 1 stops water intake. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、水路における取水方法と、その方法の実施に用いられるサイフォン装置に関する。   The present invention relates to a water intake method in a water channel and a siphon device used for carrying out the method.

流れ込み式水路の水力発電所では、川の上流に取水堰を設け、取水口から取り入れた水を、貯水池及び導水路を経て川の下流まで導き、川との間に得られた落差により発電する。発電量を増やすためには貯水池から導水路への取水量を増やせばよいが、河川維持流量が法律で定められているため、貯水池の水位を規定の水位(以下「最低水位」という)よりも下げることはできない。   In a hydroelectric power plant with a flowing-in waterway, a water intake weir is installed upstream of the river, the water taken from the water intake is led to the downstream of the river through the reservoir and the waterway, and electricity is generated by the difference between the river and the river. . In order to increase the amount of power generation, it is sufficient to increase the amount of water taken from the reservoir to the waterway. However, because the river maintenance flow rate is stipulated by law, the water level of the reservoir is lower than the specified water level (hereinafter referred to as the “minimum water level”). It cannot be lowered.

そこで、貯水池から導水路への取水量を増やすと同時に、貯水池の水位が最低水位よりも下がるのを防ぐために、従来、貯水池と導水路を隔てる越流堤に設置されている嵩上げ材の高さを下げる方法が実施されてきた。具体的には、嵩上げ材をその上面が最低水位と同じ高さとなるように設置し、一部の嵩上げ材を転倒させる(転倒方式)、あるいは一部の嵩上げ材を外す(角落とし方式)ことにより、嵩上げ材の高さを部分的に下げて取水量を増やし、水位が最低水位よりも下がりそうになった時には、前記嵩上げ材の高さを元に戻す方法である。   Therefore, in order to increase the water intake from the reservoir to the headrace and to prevent the water level of the reservoir from dropping below the minimum water level, the height of the raising material conventionally installed on the overflow bank separating the reservoir from the headrace A method of lowering has been implemented. Specifically, the raising material is installed so that the top surface is at the same level as the minimum water level, and some raising materials are toppled (tumbling method) or part of the raising material is removed (corner dropping method). Thus, the height of the raising material is partially lowered to increase the amount of water intake, and when the water level is about to fall below the lowest water level, the height of the raising material is restored.

また、ダム、溜池などの貯水池からサイフォン動作により取水する方法も実施されている。そして、貯水池の水位が下がってサイフォン動作が停止したことにより取水が停止した場合には、以下の方法でサイフォン動作を生じさせ、再び取水を開始する。   In addition, a method of taking water from reservoirs such as dams and reservoirs by siphoning is also being implemented. And when water intake stops because the water level of a reservoir falls and siphon operation | movement stops, siphon operation | movement is produced by the following method and water intake is started again.

第1の方法は、導水管の途中に設置された、給水ポンプ、給水タンクから成る封水装置を操作盤により制御することで吸水ポンプにより導水管を満水にし、全ての開閉弁を閉じて導水管内を密封(真空)状態にし、この状態で仕切弁を開放することでサイフォン作用(動作)を生じさせる方法である(下記特許文献1)。   The first method is to control the water sealing device, which is installed in the middle of the water conduit, consisting of a water supply pump and a water supply tank, using the operation panel to fill the water conduit with the water intake pump, and close all the on-off valves to guide the water. In this method, the inside of the tube is sealed (vacuum), and the gate valve is opened in this state to cause siphon action (operation) (Patent Document 1 below).

第2の方法は、サイフォン方式によりダム湖から取水するにあたり、入口弁を閉じた状態で真空ポンプを作動させて流水路へ充水する方法である(下記特許文献2)。   The second method is a method of charging a water channel by operating a vacuum pump with the inlet valve closed in taking water from a dam lake by the siphon method (Patent Document 2 below).

特開2004−36274号公報JP 2004-36274 A 特開2000−273853号公報JP 2000-238553 A

しかしながら、嵩上げ材の高さを下げる方法は、渇水で前記貯水池の水位が最低水位よりも下がりそうになった時には、嵩上げ材の高さを元に戻して最低水位よりも下がることを防ぐ必要がある。しかし、一般的に、水路は作業者の勤務地から遠方の場所に設置されているため、その場所まで行って嵩上げ材の高さを元に戻す作業をするのに時間がかかる。   However, the method of lowering the height of the raising material is necessary to prevent the height of the raising material from returning to the original level by lowering the height of the raising material when the water level of the reservoir is about to fall below the lowest water level due to drought. is there. However, since the water channel is generally installed at a place far from the worker's work place, it takes time to go to that place and restore the height of the raising material.

また、サイフォン動作により取水する方法によれば、サイフォン管の取水口が貯水池の最低水位と同じ高さとなるようにサイフォン管が設置される場合には、貯水池の水位が最低水位よりも下がることはない。しかし、サイフォン動作を生じさせるには、サイフォン管を満水にする必要があり、給水ポンプ(封水装置)や真空ポンプを駆動させるために、現地での作業が必要となる。   Also, according to the method of taking water by siphon operation, when the siphon pipe is installed so that the intake of the siphon pipe is at the same level as the lowest water level of the reservoir, the water level of the reservoir will not fall below the lowest water level. Absent. However, in order to cause the siphon operation, the siphon tube needs to be filled with water, and work on site is required to drive the water supply pump (sealing device) and the vacuum pump.

本発明の目的は、上流から順に貯水池と導水路を有する水路において、現地に出向かなくても取水を開始することができ、かつ貯水池の水位が最低水位よりも下がるのを防ぐことができる取水方法と、現地に出向かなくても取水を開始できるサイフォン装置を提供することである。   It is an object of the present invention to start intake in a waterway having a reservoir and a diversion channel in order from the upstream, and to prevent the water level of the reservoir from dropping below the minimum water level without going to the site. A method and a siphon device capable of starting water intake without having to go to the site.

本発明の方法は、上流から順に貯水池と導水路を有し、導水路に遠隔操作で開閉可能なゲートを備えた水路における取水方法であって、前記貯水池と前記導水路との間に、次の装置、すなわち、前記貯水池の最低水位と同じ高さに設置された取水口及び前記導水路内に排水口を有するサイフォン管と、該サイフォン管の途中に一端が接続され、該サイフォン管の内部と連結する空気抜き管と、該空気抜き管の途中に設けられ、該空気抜き管の一端から他端へ向かう方向にのみ空気又は水を通し、逆方向には通さない逆止弁とで構成されたサイフォン装置を設置し、前記ゲートを遠隔操作で閉じて、前記サイフォン管の上面の高さまで前記水路に貯水することで、前記サイフォン管の内部を満水にし、その後、前記ゲートを遠隔操作で開けて前記導水路から排水し、前記水路の水位を下げることにより、前記サイフォン装置がサイフォン動作により前記取水口からの取水を開始し、その後、前記貯水池の水位が前記取水口と同じ高さ、すなわち最低水位まで下がると、前記サイフォン装置が取水を停止することを特徴とする。   The method of the present invention is a water intake method in a water channel having a reservoir and a water channel in order from the upstream, and having a gate that can be opened and closed by remote control in the water channel, between the reservoir and the water channel, A siphon pipe having a water intake installed at the same height as the lowest water level of the reservoir and a drain in the water conduit, and one end connected to the middle of the siphon pipe, A siphon comprising an air vent pipe connected to the air vent pipe, and a check valve that is provided in the middle of the air vent pipe and that passes air or water only in a direction from one end to the other end of the air vent pipe and does not pass in the reverse direction A device is installed, the gate is closed remotely, and the water inside the siphon tube is filled up to the height of the upper surface of the siphon tube, so that the inside of the siphon tube is filled with water, and then the gate is opened remotely. By draining from the water channel and lowering the water level of the water channel, the siphon device starts water intake from the water intake by siphon operation, and then the water level of the reservoir is the same height as the water intake, that is, the lowest water level The siphon device stops taking water when the water level is lowered.

本発明の方法において、ゲートを遠隔操作で閉じて、前記貯水池の水位がサイフォン管の上面の高さと一致するまで水路に貯水することで、サイフォン管の内部を満水にする。その後、ゲートを遠隔操作で開けて、導水路から排水し、水路の水位を下げることにより、サイフォン装置がサイフォン動作を開始して、取水口からの取水を開始することができる。その後、貯水池の水位が最低水位、すなわち取水口と同じ高さまで下がると、サイフォン装置がサイフォン動作を停止し、取水口からの取水を停止する。これにより、貯水池の水位が最低水位よりも下がるのを防ぐことができる。   In the method of the present invention, the gate is closed remotely, and the water inside the siphon tube is filled up by storing water in the water channel until the water level of the reservoir matches the height of the upper surface of the siphon tube. Thereafter, the gate is opened by remote control, drained from the water conduit, and the water level in the water channel is lowered, whereby the siphon device can start the siphon operation and can start water intake from the water intake. Thereafter, when the water level of the reservoir falls to the lowest level, that is, the same height as the water intake, the siphon device stops the siphon operation and stops water intake from the water intake. Thereby, it can prevent that the water level of a reservoir falls below a minimum water level.

本発明の装置は、サイフォン管と、一端がサイフォン管の途中に接続されてサイフォン管の内部と連結する空気抜き管と、この空気抜き管の途中に設けられ、空気抜き管の一端から他端へ向かう方向にのみ空気又は水を通し、逆方向には通さない逆止弁とを備えて構成される。   The device according to the present invention includes a siphon tube, an air vent tube having one end connected in the middle of the siphon tube and connected to the inside of the siphon tube, a direction provided from the one end of the air vent tube toward the other end. And a check valve that allows air or water to pass through only and not in the reverse direction.

本発明の装置によれば、これを設置した水路の水位がサイフォン管の上面の高さまで上がることで、サイフォン管の内部が満水になり、その後、水路の水位が下がることにより、サイフォン動作を開始して取水口からの取水を開始することができる。   According to the apparatus of the present invention, the water level of the water channel in which it is installed rises to the height of the upper surface of the siphon tube, so that the inside of the siphon tube becomes full, and then the water level of the water channel decreases, thereby starting siphon operation. Then, water intake from the water intake can be started.

空気抜き管は、並列に配置された複数のサイフォン管に接続されていてもよい。サイフォン管が1本の場合に比べて、取水量を増やすことができる。   The air vent pipe may be connected to a plurality of siphon pipes arranged in parallel. The amount of water intake can be increased compared to the case where there is only one siphon tube.

また、空気抜き管の他端は、水、落葉、小動物等の異物が管内に入りにくい構造を有することが望ましい。これにより、空気抜き管を掃除する回数を減らすことができる。   Further, it is desirable that the other end of the air vent pipe has a structure in which foreign matters such as water, fallen leaves, small animals and the like do not easily enter the pipe. Thereby, the frequency | count of cleaning an air vent pipe can be reduced.

本発明の方法によれば、上流から順に貯水池と導水路とを有し、その導水路に遠隔操作で開閉可能なゲートを備えた水路において、ゲートを閉じて貯水し、ゲートを開けて水路の水位を下げることにより、サイフォン装置がサイフォン動作により取水口からの取水を開始することができる。その後、貯水池の水位が取水口と同じ高さ、すなわち最低水位まで下がると、サイフォン装置がサイフォン動作を停止し、取水口からの取水を停止する。これにより、貯水池の水位が最低水位よりも下がることを防ぐことができる。   According to the method of the present invention, in a waterway having a reservoir and a waterway in order from the upstream, and having a gate that can be opened and closed by remote control in the waterway, the gate is closed, water is stored, the gate is opened, and the waterway is opened. By lowering the water level, the siphon device can start water intake from the water intake through the siphon operation. Thereafter, when the water level of the reservoir falls to the same level as the water intake, that is, the lowest water level, the siphon device stops the siphon operation and stops water intake from the water intake. Thereby, it can prevent that the water level of a reservoir falls below a minimum water level.

本発明のサイフォン装置によれば、これを設置した水路の水位が下がると、サイフォン動作により、取水を自動的に開始或いは停止することができる。   According to the siphon device of the present invention, water intake can be automatically started or stopped by siphon operation when the water level of the water channel in which the siphon device is installed is lowered.

図1は、本発明の取水方法を実施する水路に設置されたサイフォン装置を示す。このサイフォン装置1は、サイフォン管2、空気抜き管3、及び逆止弁4で構成され、上流から順に貯水池6aと導水路6bとを有する水路6に設置される。   FIG. 1 shows a siphon device installed in a water channel for carrying out the water intake method of the present invention. The siphon device 1 includes a siphon pipe 2, an air vent pipe 3, and a check valve 4, and is installed in a water channel 6 having a reservoir 6a and a water conduit 6b in order from the upstream.

サイフォン管2は略“7”字状に形成されたチューブ又はパイプであり、その外径は 150 mm 〜 200 mm が好ましい。これより細いと取水量を多くできず、太いとサイフォン管が高価になるとともに、施工が大掛かりになるからである。   The siphon tube 2 is a tube or pipe formed in a substantially “7” shape, and its outer diameter is preferably 150 mm to 200 mm. If it is thinner than this, the amount of water intake cannot be increased, and if it is thick, the siphon tube becomes expensive and the construction becomes large.

サイフォン管2は、貯水池6aと導水路6bとを隔てる越流堤6cの上で、かつ水路の直立壁6dに沿って、サイフォン管の取水口2aが貯水池6aの最低水位と同じ高さ、そしてサイフォン管の排水口2bが導水路6bの底から数 cm の高さとなるように設置され、越流堤6cの上に設置されたステー7と壁6dに、アンカーバンド8で固定される。サイフォン管2は、1本或いは複数本でもよく、越流堤6cの幅全部に亘って複数並んで設置されてもよい。複数のサイフォン管2が設置される場合には、水に流されないようにサイフォン管同士がアンカーバンド8で固定される。   The siphon pipe 2 is located on the overflow dike 6c separating the reservoir 6a and the conduit 6b and along the upright wall 6d of the water channel, the siphon pipe intake 2a is at the same height as the lowest water level of the reservoir 6a, and The drain port 2b of the siphon pipe is installed so as to have a height of several centimeters from the bottom of the water conduit 6b, and is fixed by the anchor band 8 to the stay 7 and the wall 6d installed on the overflow bank 6c. One or a plurality of siphon pipes 2 may be provided, and a plurality of siphon pipes 2 may be installed along the entire width of the overflow bank 6c. When a plurality of siphon pipes 2 are installed, the siphon pipes are fixed by the anchor band 8 so as not to flow into water.

空気抜き管3は、直径 13 mm 程度のチューブ状で、その一端3aがサイフォン管2の途中に接続されてサイフォン管2の内部と連通しており、他端3bは水、落葉、小動物等の異物が管内に入りにくい構造を有する。詳細には、空気抜き管3の上部は上方に延び、途中で鉤型に曲がり、更に数 cm 程度下方に延びた形状を有し、その先端(他端)3bが、水路6の水位が高い時でも水に漬からない高さとなるように、固定金具9で壁6dに固定されている。こうして、空気抜き管3は、直径が比較的細く、先端が下向きで水に漬からない高さに位置することにより、水、落葉、小動物等の異物が管内に入りにくい構造となっている。   The air vent tube 3 has a tube shape with a diameter of about 13 mm, one end 3a connected to the middle of the siphon tube 2 and communicated with the inside of the siphon tube 2, and the other end 3b is a foreign object such as water, fallen leaves or small animals. Has a structure that is difficult to enter the tube. Specifically, the upper part of the air vent pipe 3 extends upward, bends in the middle, and further has a shape extending downward about several centimeters, and its tip (other end) 3b is when the water level of the water channel 6 is high. However, it is fixed to the wall 6d by the fixing metal 9 so that the height is not soaked in water. Thus, the air vent tube 3 is relatively thin in diameter, and has a structure in which foreign matters such as water, fallen leaves, small animals and the like are difficult to enter the tube by being positioned at a height that is pointed downward and not immersed in water.

空気抜き管3の途中(図では、他端3bに近い位置)に、逆止弁4が設けられている。この逆止弁4は、一方向にのみ空気又は水を通し、逆方向には通さないものであればよく、例えば、給油ポンプに使用されているものでよい。逆止弁4は、空気又は水を通す方向が空気抜き管3の一端から他端へ向かう方向と一致するように設置される。   A check valve 4 is provided in the middle of the air vent pipe 3 (a position close to the other end 3b in the figure). The check valve 4 only needs to pass air or water only in one direction and not in the reverse direction. For example, the check valve 4 may be used in a fuel pump. The check valve 4 is installed so that the direction through which air or water passes matches the direction from one end of the air vent pipe 3 to the other end.

ゲート5は、遠隔操作で開閉可能に構成されている。このゲート5を開閉させることにより、水路6への通水を開始或いは停止できる。   The gate 5 is configured to be opened and closed by remote operation. By opening and closing the gate 5, water flow to the water channel 6 can be started or stopped.

ゲート5は、導水路6bの下流に設置されており、ゲート5を遠隔操作で閉じると、貯水池6aと導水路6bは、水路6の上流から供給される水により、ゲート5の上面と同じ高さまで満水になる。その後、ゲート5を遠隔操作で開けると、導水路6bから排水されることにより、貯水池6aと導水路6bの水位は下がっていく。   The gate 5 is installed downstream of the water channel 6b. When the gate 5 is closed by remote control, the reservoir 6a and the water channel 6b are flush with the upper surface of the gate 5 by water supplied from the upstream of the water channel 6. It will be full of water. Thereafter, when the gate 5 is opened by remote control, the water level of the reservoir 6a and the water conduit 6b is lowered by draining from the water conduit 6b.

図示の水路6では、以下の手順で、貯水池6aから導水路6bへ取水する。
(1)図2に示すように、ゲート5を閉じると、水路6の上流から水が供給されることにより、貯水池6aと導水路6bは、サイフォン管2の上面と同じ高さまで満水になる。そして、サイフォン管2の内部が満水になる。
(……とともに、内部に存在していた空気は、逆止弁4を通って押し上げられ、空気抜き管3の他端(先端)3bからサイフォン装置1の外へ排出される。)
(2)図3に示すように、ゲート5を開けると、導水路6bから排水されることにより、貯水池6aと導水路6bの水位は下がっていく。しかし、逆止弁4によりサイフォン管2内への空気の流入が阻止されるので、サイフォン管2の内部の水位は下がらず、(1)の状態のままである。
(3)図4に示すように、導水路6bの水位が貯水池6aの水位より低くなると、サイフォン装置1はサイフォン動作を開始し、貯水池6aから導水路6bへの取水を開始する。詳細には、サイフォン管2の取水口2aから貯水池6aの水を吸い込み、サイフォン管2を通して、排水口2bから導水路6bへ排水する。
(4)図5に示すように、貯水池6aの水位がサイフォン管2の取水口2aと同じ高さ、すなわち最低水位になると、取水口2aからサイフォン管2内に空気が入り込むため、サイフォン装置1はサイフォン動作を停止し、取水口2aからの取水を停止する。これにより、貯水池6aの水位が最低水位より下がるのを防ぐことができる。
(5)再び取水を開始する場合には、上記(1)及び(2)の手順を実施する。
In the water channel 6 shown in the drawing, water is taken from the reservoir 6a to the water conduit 6b in the following procedure.
(1) As shown in FIG. 2, when the gate 5 is closed, water is supplied from upstream of the water channel 6, so that the reservoir 6 a and the water conduit 6 b are filled up to the same height as the upper surface of the siphon tube 2. And the inside of the siphon tube 2 is filled with water.
(... And the air which existed inside is pushed up through the non-return valve 4, and is discharged | emitted out of the siphon apparatus 1 from the other end (tip) 3b of the air vent pipe 3).
(2) As shown in FIG. 3, when the gate 5 is opened, the water level in the reservoir 6a and the water conduit 6b is lowered by draining from the water conduit 6b. However, since the check valve 4 prevents the inflow of air into the siphon tube 2, the water level inside the siphon tube 2 does not drop and remains in the state of (1).
(3) As shown in FIG. 4, when the water level of the water conduit 6b becomes lower than the water level of the reservoir 6a, the siphon device 1 starts a siphon operation and starts water intake from the reservoir 6a to the water conduit 6b. Specifically, the water in the reservoir 6a is sucked from the intake port 2a of the siphon pipe 2, and drained from the drain port 2b to the water conduit 6b through the siphon pipe 2.
(4) As shown in FIG. 5, when the water level of the reservoir 6a is the same level as the intake port 2a of the siphon tube 2, that is, the lowest water level, air enters the siphon tube 2 from the intake port 2a. Stops the siphon operation and stops water intake from the water intake 2a. Thereby, it can prevent that the water level of the reservoir 6a falls from the minimum water level.
(5) When water intake is started again, the procedures (1) and (2) are performed.

水路において実施される本発明の取水方法に用いられるサイフォン装置の一例を示す図。The figure which shows an example of the siphon apparatus used for the water intake method of this invention implemented in a water channel. 実施例の取水方法の手順(1)における水路とサイフォン装置の水位を示す図。The figure which shows the water level in the procedure (1) of the water intake method of an Example, and the water level of a siphon apparatus. 実施例の取水方法の手順(2)における水路とサイフォン装置の水位を示す図。The figure which shows the water level in the procedure (2) of the water intake method of an Example, and the water level of a siphon apparatus. 実施例の取水方法の手順(3)における水路とサイフォン装置の水位を示す図。The figure which shows the water level in the procedure (3) of the water intake method of an Example, and the water level of a siphon apparatus. 実施例の取水方法の手順(4)における水路とサイフォン装置の水位を示す図。The figure which shows the water level in the procedure (4) of the water intake method of an Example, and the water level of a siphon apparatus.

符号の説明Explanation of symbols

1:サイフォン装置、2:サイフォン管、3:空気抜き管、4:逆止弁、5:ゲート、6:水路、7:ステー、8:アンカーバンド、9:固定金具。   1: siphon device, 2: siphon tube, 3: air vent tube, 4: check valve, 5: gate, 6: water channel, 7: stay, 8: anchor band, 9: fixing bracket.

Claims (4)

上流から順に貯水池と導水路とを有し、前記導水路に遠隔操作で開閉可能なゲートを備えた水路における取水方法であって、
前記貯水池と前記導水路との間に、
前記貯水池の最低水位と同じ高さに設置された取水口及び前記導水路内に排水口を有するサイフォン管と、該サイフォン管の途中に一端が接続され、該サイフォン管の内部と連結する空気抜き管と、該空気抜き管の途中に設けられ、該空気抜き管の一端から他端へ向かう方向にのみ空気又は水を通し、逆方向には通さない逆止弁とで構成されたサイフォン装置を設置し、
前記ゲートを遠隔操作で閉じて、前記サイフォン管の上面の高さまで前記水路に貯水することで、前記サイフォン管の内部を満水にし、その後、前記ゲートを遠隔操作で開けて前記導水路から排水して、前記水路の水位を下げることにより、前記サイフォン装置がサイフォン動作により前記取水口からの取水を開始し、その後、前記貯水池の水位が前記取水口と同じ高さまで下がると、前記サイフォン装置が取水を停止することを特徴とする取水方法。
A water intake method in a water channel having a reservoir and a water channel in order from the upstream, and having a gate that can be opened and closed remotely by the water channel,
Between the reservoir and the conduit,
A water intake installed at the same level as the lowest water level of the reservoir, a siphon pipe having a drain outlet in the water conduit, and an air vent pipe having one end connected in the middle of the siphon pipe and connected to the inside of the siphon pipe And a siphon device that is provided in the middle of the air vent pipe and that includes a check valve that passes air or water only in the direction from one end to the other end of the air vent pipe and does not pass in the reverse direction,
The gate is closed remotely, and the water inside the siphon pipe is filled up to the height of the upper surface of the siphon pipe, so that the inside of the siphon pipe is filled with water, and then the gate is opened remotely to drain from the water conduit. When the water level of the water channel is lowered, the siphon device starts water intake from the water intake by siphon operation, and when the water level of the reservoir is lowered to the same level as the water intake, the siphon device Water intake method characterized by stopping the water.
サイフォン管と、
一端が前記サイフォン管の途中に接続され、前記サイフォン管の内部と連結する空気抜き管と、
前記空気抜き管の途中に設けられ、前記空気抜き管の一端から他端へ向かう方向にのみ空気又は水を通し、逆方向には通さない逆止弁と
を備えたことを特徴とするサイフォン装置。
Siphon tube,
One end is connected to the middle of the siphon tube, and an air vent tube connected to the inside of the siphon tube;
A siphon device provided with a check valve provided in the middle of the air vent pipe and allowing air or water to pass only in a direction from one end to the other end of the air vent pipe but not in the reverse direction.
請求項2記載のサイフォン装置において、前記サイフォン管が複数並列に配置され、前記空気抜き管が複数のサイフォン管に接続されることを特徴とするサイフォン装置。   The siphon device according to claim 2, wherein a plurality of the siphon tubes are arranged in parallel, and the air vent tube is connected to the plurality of siphon tubes. 請求項2又は3記載のサイフォン装置において、前記空気抜き管の他端が、水その他の異物が管内に入りにくい構造を有することを特徴とするサイフォン装置。
4. The siphon device according to claim 2, wherein the other end of the air vent pipe has a structure in which water and other foreign substances are less likely to enter the pipe.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPWO2016208011A1 (en) * 2015-06-24 2018-05-24 三菱日立パワーシステムズ株式会社 Intake equipment for nuclear power plants

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JPH06322739A (en) * 1993-05-18 1994-11-22 Kansai Electric Power Co Inc:The Siphon type water discharging device
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JPH1018394A (en) * 1996-07-05 1998-01-20 Inax Corp Aqueduct bridge of vacuum type sewerage and water pouring method
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Publication number Priority date Publication date Assignee Title
JPS5417501A (en) * 1977-07-11 1979-02-08 Hitachi Ltd Method of starting pump and its device
JPS6286208A (en) * 1985-08-15 1987-04-20 Maezawa Kogyo Kk Method and apparatus for emergent closing of water pipeline
JPS62111012A (en) * 1985-11-06 1987-05-22 Mitsubishi Heavy Ind Ltd Siphon dam
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JPH09100559A (en) * 1995-10-05 1997-04-15 Oobayashi Doro Kk Liquid storage tank
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Publication number Priority date Publication date Assignee Title
JPWO2016208011A1 (en) * 2015-06-24 2018-05-24 三菱日立パワーシステムズ株式会社 Intake equipment for nuclear power plants

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