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JP4741971B2 - Intake control device - Google Patents

Intake control device Download PDF

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Publication number
JP4741971B2
JP4741971B2 JP2006101469A JP2006101469A JP4741971B2 JP 4741971 B2 JP4741971 B2 JP 4741971B2 JP 2006101469 A JP2006101469 A JP 2006101469A JP 2006101469 A JP2006101469 A JP 2006101469A JP 4741971 B2 JP4741971 B2 JP 4741971B2
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water
intake
float
stop valve
water level
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JP2007277808A (en
Inventor
慶彦 土屋
征孝 船田
悟 市野
優 佐々木
恭民 山浦
英一 熊谷
基生 宮崎
裕紀 中村
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Chubu Electric Power Co Inc
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Chubu 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

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Description

本発明は、水力発電や農業用等の水路に取水するための取水制御装置、さらに詳しく言えば、種々の取水源,または取水後の利用,環境条件等に応じて取水,取水の停止等の取水調節を行うために水路水位変動に連動するダブルフロート式取水制御装置に関する。   The present invention relates to a water intake control device for taking water into hydropower and agricultural waterways, more specifically, various water sources, or use after water intake, stop of water intake, etc. according to environmental conditions, etc. The present invention relates to a double float type water intake control device that interlocks with a water level fluctuation in order to adjust water intake.

河川からの取水について多くの提案がなされている。本件出願人も以下の特許文献1記載の発明をしている。
流れ込み式水力発電所の渓流取水設備は、ダムに位置する本取水口からの取水量が最大取水量以下の場合に限り、その不足分を取水する渇水時の補給設備である。このため、設備稼働率が低く、一般的な取水制御装置の採用は、費用対効果の観点から難しい。
そこで、従来は取水期間を渇水時に限定するとともに、渓流取水からの取水量を固定することで、全体の取水量が過取水とならないよう、水利使用規則の遵守に努めてきた。
特開2000−120047号公報(浮動ゲート型取水装置)
Many proposals have been made regarding water intake from rivers. The present applicant has also invented the following patent document 1.
The mountain stream water intake facility of the inflow type hydroelectric power plant is a replenishment facility in case of drought only when the water intake from the main intake located in the dam is below the maximum water intake. For this reason, the equipment operation rate is low and it is difficult to adopt a general water intake control device from the viewpoint of cost effectiveness.
Therefore, in the past, the water intake period was limited to droughts, and the water intake from mountain stream intakes was fixed to ensure compliance with the water usage rules so that the overall water intake would not become excessive.
JP 2000-120047 (floating gate type water intake device)

しかしながら非渇水期においても、本取水口からの取水量の不足量に応じて適正な取水を可能とすることで、未利用エネルギーを有効活用し発電所の収益向上を図りたいという強い要請がある。
ダムの取水口(本取水口)ゲートを介して供給された発電用水は略水平な隧道を介して発電所上流に運ばれる。隧道の水位は概ねダムの取水口(本取水口)ゲートの開度に対応しているから、隧道の水位を監視することにより、ダムからの取水量を監視できる。したがって、隧道の水位を監視し、ダムの取水口(本取水口)ゲートからの取水量が最大取水量以下(いわゆる水不足)の場合に他の利用可能な渓流からの取水が考えられる。
However, there is a strong demand to improve the profitability of power plants by making effective use of unused energy even in the non-driving period by enabling appropriate water intake according to the shortage of water intake from this intake. .
The water for power generation supplied through the dam intake (main intake) gate is carried to the upstream of the power plant through a substantially horizontal tunnel. The water level of the tunnel is roughly corresponding to the opening of the dam intake (main intake) gate, so the water intake from the dam can be monitored by monitoring the water level of the dam. Therefore, it is possible to monitor the water level of the tunnel and take water from other available mountain streams when the water intake from the dam intake (main intake) gate is less than the maximum intake (so-called water shortage).

一方、本取水口からの取水において、出水時に隧道内への土砂流入を防止することから、増水限界流量を設定して取水ゲートを閉じることがある。こうした場合には渓流からの取水の質も同様に期待できないので取水を制限する必要がある。
本発明の目的は隧道の水位の上限値と下限値を設定して、その間の水位にあるときにのみ、本取水口以外の取水を可能にする取水制御装置を提供することにある。
On the other hand, when taking water from this water intake, in order to prevent inflow of earth and sand into the tunnel at the time of water discharge, the water intake gate may be closed by setting a water increase limit flow rate. In such cases, the quality of water intake from the mountain stream cannot be expected as well, so it is necessary to limit water intake.
An object of the present invention is to provide a water intake control device that allows water intake other than the main water intake port only when the upper and lower limits of the water level of the tunnel are set and the water level is between them.

前記目的を達成するために、本発明による請求項1記載の取水制御装置は、上部フロート,上止水弁体,下止水弁体および下部フロートをこの順で配置するシャフトからなるフロート弁組立と、取水源と本水路通路間に取水開口を形成する開口板を有し、前記フロート弁組立を、前記開口上側に上部フロート,上止水弁体が配置され下側に下止水弁体および下部フロートを配置する取水構造と、を含み、上部フロートは取水源の水位に下部フロートが本水路の水位の影響を受け、本水路通路の水位が予め定めた一定水位間にあるときにのみ前記取水開口を開の状態にして取水状態を形成するように構成することができる。   In order to achieve the above object, the water intake control device according to claim 1 of the present invention is a float valve assembly comprising a shaft in which an upper float, an upper water stop valve body, a lower water stop valve body, and a lower float are arranged in this order. And an opening plate that forms a water intake opening between the water intake source and the main channel passage, and the float valve assembly is arranged such that an upper float and an upper water stop valve body are arranged on the upper side of the opening, and a lower water stop valve body on the lower side. And an intake structure in which the lower float is disposed, and the upper float is affected by the water level of the intake water source only when the lower float is affected by the water level of the main channel and the water level of the main channel is between a predetermined fixed water level. The water intake opening may be opened to form a water intake state.

本発明による請求項2記載の取水制御装置は、請求項1記載の取水制御装置において、前記放水路はダム取水口からの発電用水を供給する隧道であり、前記取水源は前記隧道の上を横切って流れる渓流に繋がる取水源とすることができる。
本発明による請求項3記載の取水制御装置は、請求項1記載の取水制御装置において、前記一定水位の上限は隧道上流から十分な発電用水が供給されている水位であり、下限は発電可能な水量の限界または発電を希望しない場合の水位とすることができる。
本発明による請求項4記載の取水制御装置は、請求項1記載の取水制御装置において、前記シャフトは上部フロートの上限位置を規制して滑動可能に支持する上部フロート軸を備えて一体に構成することができる。
本発明による請求項5記載の取水制御装置は、請求項1記載の取水制御装置において、前記上部フロートと上止水弁体は、前記上部フロートの下側の円錐面が上止水弁体を形成するように一体に構成することができる。
The water intake control device according to claim 2 according to the present invention is the water intake control device according to claim 1, wherein the water discharge channel is a waterway supplying power generation water from a dam intake, and the water intake source is located above the waterway. It can be a water intake source that leads to a mountain stream that flows across.
The water intake control device according to claim 3 according to the present invention is the water intake control device according to claim 1, wherein the upper limit of the constant water level is a water level at which sufficient power generation water is supplied from upstream of the tunnel, and the lower limit is capable of power generation. It can be the limit of water volume or the water level when power generation is not desired.
The water intake control device according to claim 4 of the present invention is the water intake control device according to claim 1, wherein the shaft includes an upper float shaft that regulates an upper limit position of the upper float so as to be slidably supported. be able to.
The water intake control device according to claim 5 according to the present invention is the water intake control device according to claim 1, wherein the upper float and the upper water stop valve body are such that a conical surface below the upper float has an upper water stop valve body. It can be configured integrally to form.

本発明では、導水路の水位変動を浮体で検知して本取水口からの取水量を把握するとともに、その浮力を利用して渓流取水の取水口開度を自動制御し、適正な取水を可能とする。また、出水時に導水路内への土砂流入を防止するため本取水口が取水停止した場合には、導水路の水位低下を検知し、渓流取水の取水口開度を全閉とする機能も付与できる。
さらに、本装置は無電源で自動取水制御を行うことから、電源のない渓流奥地での適用が可能である。
In the present invention, fluctuations in the water level in the headrace can be detected with a floating body to grasp the amount of water intake from the main water intake, and the buoyancy can be used to automatically control the intake opening of the mountain stream intake to enable proper water intake. And In addition, in order to prevent the inflow of sediment into the water channel at the time of flooding, when the water intake is stopped, a function to detect the drop in the water level of the water channel and fully close the intake of the mountain stream is also provided. it can.
Furthermore, since this apparatus performs automatic water intake control without a power source, it can be applied in mountainous areas without a power source.

以下図面等を参照して本発明による装置の実施の形態を説明する。
図1は、本発明による取水制御装置で使用するフロート弁組立の実施例の正面図であり、図2は、本発明による取水制御装置の動作状態を示す説明図である。
フロート弁組立は、図1に示すように、上部フロート1,上部フロート1と一体に設けられている上止水弁体1a,下止水弁体3および下部フロート5がこの順でシャフト2により連結されている。
このフロート弁組立は、図2に示されているように取水源と本水路通路(隧道13)間に取水構造10の垂直円筒孔10a中に上下浮動可能に支持されている。
Embodiments of an apparatus according to the present invention will be described below with reference to the drawings.
FIG. 1 is a front view of an embodiment of a float valve assembly used in a water intake control device according to the present invention, and FIG. 2 is an explanatory view showing an operating state of the water intake control device according to the present invention.
As shown in FIG. 1, the float valve assembly is composed of an upper water stop valve body 1 a, a lower water stop valve body 3 and a lower float 5 which are provided integrally with the upper float 1 and the upper float 1 in this order by the shaft 2. It is connected.
As shown in FIG. 2, this float valve assembly is supported in a vertical cylindrical hole 10a of the water intake structure 10 so as to be able to float up and down, between the water intake source and the main water channel passage (the channel 13).

図1に示すように上部フロート1はステンレス等の金属板を加工した浮体であり、上部フロート1の下側の円錐面は上止水弁体1aを形成している。上止水弁体と上部フロートを別々に構成しても良い。
シャフト2は、上部フロート軸2a,止水弁調整金物2b,主軸2cおよび制限ナット2dから構成されている。
上部フロート軸2aは上部フロート1の上限位置を制限ナット2dにより規制して滑動可能に支持しており下端は止水弁調整金物2bに結合されている。
止水弁調整金物2bに対する下止水弁3の取り付け位置は調節可能である。
止水弁調整金物2bの下端は、主軸2cに結合され、主軸2cは下部フロート5に結合されている。
As shown in FIG. 1, the upper float 1 is a floating body obtained by processing a metal plate such as stainless steel, and the lower conical surface of the upper float 1 forms an upper water stop valve body 1a. The upper water stop valve body and the upper float may be configured separately.
The shaft 2 includes an upper float shaft 2a, a water stop valve adjusting hardware 2b, a main shaft 2c, and a limiting nut 2d.
The upper float shaft 2a supports the upper float 1 so as to be slidable by restricting the upper limit position of the upper float 1 with a limiting nut 2d, and the lower end is coupled to the water stop valve adjusting hardware 2b.
The mounting position of the lower water stop valve 3 with respect to the water stop valve adjustment fitting 2b can be adjusted.
The lower end of the water stop valve adjusting hardware 2 b is coupled to the main shaft 2 c, and the main shaft 2 c is coupled to the lower float 5.

図2に示されているように取水源と本水路通路(隧道13)間の取水構造10は前記フロート弁組立を受け入れて、隧道13に連通する垂直円筒孔10aが設けられている。この垂直円筒孔10aは取水開口(この実施例では直径180mm)を有する開口板11が設けられている。
垂直円筒孔10aは水平通路10bを介して渓流導水路壁面8に連通している。
渓流導水路の水位9は僅かな変動はあるが、概ね渓流の水位に保たれている。
前記フロート弁組立は、前記開口板11の上下に位置し、下止水弁体3が下位に位置するように配置され、下部フロート5は隧道13内に固定的に設けられている防波管12に案内されて、上下可能に支持されている。
As shown in FIG. 2, the water intake structure 10 between the water intake source and the main water channel passage (the channel 13) receives the float valve assembly, and is provided with a vertical cylindrical hole 10 a communicating with the channel 13. The vertical cylindrical hole 10a is provided with an opening plate 11 having a water intake opening (in this embodiment, a diameter of 180 mm).
The vertical cylindrical hole 10a communicates with the mountain stream channel wall 8 through the horizontal passage 10b.
Although the water level 9 of the mountain stream canal varies slightly, it is generally kept at the water level of the mountain stream.
The float valve assembly is positioned above and below the opening plate 11 so that the bottom water stop valve body 3 is positioned below, and the lower float 5 is fixedly provided in the channel 13. 12 is supported so that it can be moved up and down.

次に主として、図2を参照して、渓流から隧道13への取水の態様を説明する。図2において隧道13には右手(上流の本取水ダム)の取水ゲートを介して発電用水が供給されている。隧道13の水位(図中の15,16,17)は上流の本取水ダムの給水ゲートの操作によって決まる。図において13aは隧道の天井、13bは底、19は水流方向を示す。
渓流は隧道13の上を交差(紙面に直角)方向に流れており渓流沿いに取水路が形成されている。
渓流に沿って必要ならば、取水池が設けられ取水構造10の壁面8は取水源に対面し水平通路10bが設けられている。
この実施例は、特定の発電所の例であって隧道13の水位が隧道13の底13bからの水位が1471mmの時を取水上限水位16とし、隧道13の底13bからの水位が606mmの時を取水下限水位17と設定してある。
Next, mainly with reference to FIG. 2, the aspect of water intake from the mountain stream to the road 13 will be described. In FIG. 2, water for power generation is supplied to the raft 13 through a water intake gate on the right hand (upstream main water intake dam). The water level (15, 16, and 17 in the figure) of the tunnel 13 is determined by the operation of the water supply gate of the upstream intake dam. In the figure, 13a indicates the ceiling of the tunnel, 13b indicates the bottom, and 19 indicates the direction of water flow.
The mountain stream flows in the direction intersecting (perpendicular to the page) on the road 13 and an intake channel is formed along the mountain stream.
If necessary along the mountain stream, a water intake pond is provided, and the wall surface 8 of the water intake structure 10 faces the water intake source and a horizontal passage 10b is provided.
This embodiment is an example of a specific power plant, and when the water level of the channel 13 is 1471 mm from the bottom 13b of the channel 13, the upper limit water level 16 is taken, and when the water level from the bottom 13b of the channel 13 is 606mm. Water intake lower limit water level 17 is set.

図2の(A)は、渓流(渓流の水位9)から隧道13への取水の状態を示している。
このとき隧道の水位は前記取水上限水位16と取水下限水位17の間にある。
上部フロート1は渓流導水路の水位9の影響下にあり浮力を受けており、下部フロート5は隧道13の水位15の影響下にある。
その結果、フロート弁組立は図示の位置に浮上して取水開口が開き渓流から開口板11の開口を介して取水される。図中20は取水流を示す流線である。
(A) of FIG. 2 has shown the state of the water intake from the mountain stream (mountain stream water level 9) to the ridge 13.
At this time, the water level of the tunnel is between the water intake upper limit water level 16 and the water intake lower limit water level 17.
The upper float 1 is under buoyancy under the influence of the water level 9 of the mountain stream conduit, and the lower float 5 is under the influence of the water level 15 of the channel 13.
As a result, the float valve assembly floats to the position shown in the drawing, and the water intake opening opens, and water is taken from the mountain stream through the opening of the opening plate 11. In the figure, 20 is a streamline indicating the intake flow.

図2の(B)は、隧道には十分な水量が上流から供給されており、渓流(渓流の水位9)から隧道13への取水が制限されている状態を示している。
隧道の水位が取水上限水位16に達すると、下部フロート5は浮上し下止水弁体3が開口板11の開口を下側から塞ぎ渓流からの取水を制限する。上部フロート1は渓流の水位に止まっている。
(B) of FIG. 2 shows a state where a sufficient amount of water is supplied from the upstream to the road, and water intake from the mountain stream (water level 9 of the mountain stream) to the road 13 is restricted.
When the water level of the culvert reaches the water intake upper limit water level 16, the lower float 5 rises, and the water stop valve body 3 closes the opening of the opening plate 11 from below to restrict water intake from the mountain stream. Upper float 1 remains at the water level of the mountain stream.

図2の(C)は、隧道13の水位が前述の取水下限水位17にあり、隧道13に渓流からの取水を制限している状態を示している。
この水位は発電停止のための取水停止の場合と、集中豪雨等発電のための給水が好ましくない状態で、給水を停止した状態に対応する。
隧道内13の水位が最小値の時、下部フロート5が重りとなり、上部フロート1を引き下げて上部フロート1の底部(上止水弁体1a)が取水孔(開口板11の開口)を閉鎖する。
FIG. 2C shows a state where the water level of the road 13 is at the above-described water intake lower limit water level 17 and water intake from the mountain stream is restricted to the road 13.
This water level corresponds to a case where water intake is stopped for power generation stop and a state where water supply is stopped in a state where water supply for power generation such as torrential rain is not preferable.
When the water level in the tunnel 13 is the minimum value, the lower float 5 becomes weighted, the upper float 1 is pulled down, and the bottom of the upper float 1 (upper water stop valve body 1a) closes the water intake hole (opening of the opening plate 11). .

本発明による取水制御装置は、従来の渇水期のみの渓流取水に対して非渇水期においても、本取水口からの取水量に応じて適正な取水が可能となり、発生電力量の増加が期待できる。水力発電による電力供給の分野で広く利用できる。
また渓流取水のための土木工事も特段の困難はなく、隧道に関連して合理的な取水構造を容易に形成できる利点がある。
The water intake control device according to the present invention can appropriately take water according to the water intake from the water intake in the non-drought season, and can expect an increase in the amount of generated power. . It can be widely used in the field of power supply by hydroelectric power generation.
Also, civil works for mountain stream intake are not particularly difficult, and there is an advantage that a rational intake structure can be easily formed in relation to the tunnel.

本発明による取水制御装置で使用するフロート弁組立の実施例の正面図である。It is a front view of the Example of the float valve assembly used with the water intake control apparatus by this invention. 本発明による取水制御装置の動作状態を説明するための説明図である。It is explanatory drawing for demonstrating the operation state of the water intake control apparatus by this invention.

符号の説明Explanation of symbols

1 上部フロート
1a 上止水弁体
2 シャフト
2a 上部フロート軸
2b 止水弁調整金物
2c 主軸
2d 制限ナット
3 下止水弁体
5 下部フロート
8 渓流導水路壁面
9 渓流導水路水位
10 取水構造(渓流からの発電用水取り入れコンクリート構造)
10a 垂直円筒孔
10b 水平通路
11 開口板
12 防波管
13 隧道
13a 隧道天井
13b 隧道底
15 取水範囲内水位
16 取水上限水位(1471mm)
17 取水下限水位( 606mm)
DESCRIPTION OF SYMBOLS 1 Upper float 1a Upper water stop valve body 2 Shaft 2a Upper float shaft 2b Water stop valve adjustment fitting 2c Main shaft 2d Restriction nut 3 Bottom water stop valve body 5 Lower float 8 Mountain stream channel surface 9 Mountain stream channel level 10 Intake structure (mountain stream) Water-containing concrete structure for power generation from
10a Vertical cylindrical hole 10b Horizontal passage 11 Opening plate 12 Wave breaker 13 Tunnel 13a Tunnel ceiling 13b Tunnel bottom 15 Intake range water level 16 Intake upper limit water level (1471mm)
17 Lower water intake limit (606mm)

Claims (5)

上部フロート,上止水弁体,下止水弁体および下部フロートをこの順で配置するシャフトからなるフロート弁組立と、
取水源と本水路通路間に取水開口を形成する開口板を有し、前記フロート弁組立を、前記開口上側に上部フロート,上止水弁体が配置され下側に下止水弁体および下部フロートを配置する取水構造と、を含み、
上部フロートは取水源の水位に下部フロートが本水路の水位の影響を受け、本水路通路の水位が予め定めた一定水位間にあるときにのみ前記取水開口を開の状態にして取水状態を形成するように構成した取水制御装置。
A float valve assembly comprising a shaft in which an upper float, an upper water stop valve body, a lower water stop valve body and a lower float are arranged in this order;
An opening plate that forms a water intake opening between a water intake source and a main water channel passage, and the float valve assembly includes an upper float on the upper side of the opening and an upper water stop valve body on the lower side; An intake structure for placing the float;
The upper float is affected by the water level of the water intake source and the lower float is affected by the water level of the main water channel, and the water intake opening is opened only when the water level of the main water channel is between the predetermined water levels. Intake control device configured to do.
前記本水路はダム取水口からの発電用水を供給する隧道であり、前記取水源は前記隧道の上を横切って流れる渓流に繋がる取水源である請求項1記載の取水制御装置。   2. The intake control apparatus according to claim 1, wherein the main channel is a culvert that supplies water for power generation from a dam intake, and the intake is a water intake that is connected to a mountain stream that flows across the tract. 前記一定水位の上限は隧道上流から十分な発電用水が供給されている水位であり、下限は発電可能な水量の限界または発電を希望しない場合の水位である請求項2記載の取水制御装置。   The intake control apparatus according to claim 2, wherein the upper limit of the constant water level is a water level at which sufficient water for power generation is supplied from upstream of the tunnel, and the lower limit is a limit of the amount of water that can be generated or a water level when power generation is not desired. 前記シャフトは上部フロートの上限位置を規制して滑動可能に支持する上部フロート軸を備えて一体に構成されている請求項1記載の取水制御装置。   The intake control device according to claim 1, wherein the shaft includes an upper float shaft that regulates an upper limit position of the upper float and supports the upper float so as to be slidable. 前記上部フロートと上止水弁体は、前記上部フロートの下側の円錐面が上止水弁体を形成するように一体に構成されている請求項1記載の取水制御装置。   The intake control device according to claim 1, wherein the upper float and the upper water stop valve body are integrally configured such that a lower conical surface of the upper float forms an upper water stop valve body.
JP2006101469A 2006-04-03 2006-04-03 Intake control device Expired - Fee Related JP4741971B2 (en)

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