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JPS6110615A - Hydroelectric power plant - Google Patents

Hydroelectric power plant

Info

Publication number
JPS6110615A
JPS6110615A JP59131585A JP13158584A JPS6110615A JP S6110615 A JPS6110615 A JP S6110615A JP 59131585 A JP59131585 A JP 59131585A JP 13158584 A JP13158584 A JP 13158584A JP S6110615 A JPS6110615 A JP S6110615A
Authority
JP
Japan
Prior art keywords
water
bypass pipe
flow rate
penstock
tank
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP59131585A
Other languages
Japanese (ja)
Inventor
Sohei Umezawa
梅沢 宗平
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kubota Corp
Original Assignee
Kubota Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kubota Corp filed Critical Kubota Corp
Priority to JP59131585A priority Critical patent/JPS6110615A/en
Publication of JPS6110615A publication Critical patent/JPS6110615A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B9/00Water-power plants; Layout, construction or equipment, methods of, or apparatus for, making same
    • 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

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)

Abstract

PURPOSE:To prevent a water supply tank or a storage reservoir from overflowing, by a method wherein a bypass pipe, branched from a penstock and opened to a diversion channel, is installed, and a flow rate regulating valve is located in the line of the bypass pipe. CONSTITUTION:A reference water level signal from a reference value setter 13 and a water level signal, detected by a water level gauge 2 for a water supply tank or a storage reservoir 1, are inputted to a comparator 14 for comparison. By means of an output signal from the comparator 14, a motor 11 is driven through a motor driving circuit 15 and the opening of a flow rate regulating valve 10 is regulated to discharge surplus water through a bypass pipe 9 in a diversion tank or a diversion channel 8. This enables a water level in the water supply tank or the storage reservoir 1 to be held about at a specified value, resulting in the possibility to prevent the water supply tank 1 from overflowing.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は水力発電設備、特に負荷に対応して上水槽へ
の流入水量を調整し得るようにした水力発電設備に関す
るものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to hydroelectric power generation equipment, and particularly to a hydropower generation equipment that can adjust the amount of water flowing into a water tank in accordance with the load.

〔従来技術〕[Prior art]

水力発電設備においては、発電機に連繋した水車の負荷
、水車流量の減少に伴ない、上水槽または貯水池から水
圧鉄管を通した水車への流入水量が減少して、水路から
上水槽または貯水池に流れ込む水量に過剰を生ずること
が知られており、このために従来は上水槽から越流基を
越えて流れる余剰水量を、水車への水圧鉄管とは別に設
けた余水路に放流させるようにしている。
In hydroelectric power generation facilities, as the load on the water turbine connected to the generator and the flow rate of the water turbine decrease, the amount of water flowing from the water tank or reservoir into the water turbine through the penstock decreases, and the water flows from the waterway into the water tank or reservoir. It is known that the amount of water flowing into the water tank is excessive, and for this reason, conventionally, the excess water flowing from the water tank over the overflow base was discharged into a spillway that was installed separately from the penstock to the turbine. There is.

しかしこのように上水槽または貯水池からの余剰水量を
放流させるだけのために、水車への水圧鉄管とは別に余
水路を設ける手段では、本来の水力発電設備のほかに、
余水路自体の設置費用がか−るばかりか、余水路への′
4葉の除去処理などのメンテナンスにも経費がか−って
好ましくないものであった。
However, with this method of installing a spillway separate from the penstock to the water turbine just to release surplus water from the water tank or reservoir, in addition to the original hydroelectric power generation equipment,
Not only is the installation cost of the spillway itself high, but the
Maintenance such as removal of the four leaves was also expensive and undesirable.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

この発明は従来のこのような問題点を解決することにあ
り、上水槽または貯水池に流れ込む水量と、水圧鉄管を
流過する水量とを可及的に同一量に保持し得るようにし
て、上水槽または貯水池からの溢流を阻止させ、ひいて
は余水路を不要にしようとするものである。
The purpose of this invention is to solve these conventional problems by making it possible to maintain the same amount of water flowing into the water tank or reservoir as possible and the amount of water flowing through the penstock. The purpose is to prevent overflow from a water tank or reservoir, thereby eliminating the need for a spillway.

〔問題点を解決するための手段〕[Means for solving problems]

すなわち、この発明では、水圧鉄管から分岐されて放水
路に開口されるバイパス管を設けると共に、バイパス管
の管路に前記上水槽または貯水池の水位と基準水位、も
しくは水圧鉄管内の水圧と基準水圧との偏差に対応して
開度調整される流量調整弁を介在させ、この流量調整弁
の間層調整によって、余剰水量を前記バイパス管より前
記放水槽または放水路に放流させるようにしたものであ
る。
That is, in this invention, a bypass pipe is provided that is branched from the penstock and opens into the discharge channel, and the water level and reference water level of the water tank or reservoir, or the water pressure in the penstock and the reference water pressure are connected to the pipeline of the bypass pipe. A flow rate regulating valve whose opening degree is adjusted according to the deviation from the flow rate regulating valve is interposed, and by adjusting the interlayer of this flow rate regulating valve, excess water is discharged from the bypass pipe to the water discharge tank or water discharge channel. be.

〔実 施 例〕〔Example〕

以下この発明に係る水力発電設備の一実施例につき、第
1図および第2図を参照して詳細に説明する。
An embodiment of the hydroelectric power generation equipment according to the present invention will be described in detail below with reference to FIGS. 1 and 2.

第1図はこの実施例を適用した水力発電設備の概要を示
す構成説明図である。このNS1図において、適宜水源
から流れ込む水を貯水する上水槽または貯水池1には、
その水位を検出して信号出力する水位計2が設けられて
おり、この上水槽または貯水池1に貯水された水は、水
圧鉄管3により所定の落差を有して水車4に導かれ、よ
く知られているように、導入部に設けられたガイドベー
ン5のサーボモータ6による作動制御により流量調整さ
れて水車4を回転させ、この水車4に連繋される図示省
略した発電機を駆動させて所期の発電々力を得たのち、
放水管7から放水槽または放水路8に放流されるように
なっている。
FIG. 1 is an explanatory diagram showing the outline of a hydroelectric power generation facility to which this embodiment is applied. In this NS1 diagram, the water tank or reservoir 1 that stores water that flows in from the water source as appropriate has:
A water level gauge 2 that detects the water level and outputs a signal is provided, and water stored in this water tank or reservoir 1 is guided to a water wheel 4 with a predetermined head by a penstock 3, and is As shown in FIG. 2, the flow rate is adjusted by the operation control of the guide vane 5 provided in the introduction part by the servo motor 6 to rotate the water wheel 4, and a generator (not shown) connected to the water wheel 4 is driven. After obtaining the electricity generation power for the period,
Water is discharged from the water discharge pipe 7 into a water discharge tank or a water discharge channel 8.

しかして前記構成において、この実施例では、前記水圧
鉄管3から分岐されて放水路8に開口されるバイパス管
9を設けると共に、このバイパス管9の管路にはモータ
11により開閉作動される流量調整弁10を介在させ、
かっこのモータ11の作動制御のために制御装置12を
用い、第2図に示すように、基準値設定器13に予め設
定されている基準水位信さと、前記水位計2により検出
された検出水位信号とを比較器14に人力して比較させ
、その比較出力、つまり基準水位信号と検出水位信号と
の偏差に対応した出力をモータ駆動回路15に与えて、
前記流量調整弁1oを開度調整させるようにしたもので
ある。
In this embodiment, in the above structure, a bypass pipe 9 is provided which is branched from the penstock pipe 3 and opened to the discharge channel 8, and the bypass pipe 9 has a flow rate that is opened and closed by a motor 11. A regulating valve 10 is interposed,
A control device 12 is used to control the operation of the bracket motor 11, and as shown in FIG. The comparator 14 manually compares the signals, and the comparison output, that is, the output corresponding to the deviation between the reference water level signal and the detected water level signal, is given to the motor drive circuit 15.
The opening of the flow rate regulating valve 1o is adjusted.

従ってこの実施例構成による水力発電設備の場合には、
基準値設定ii3に対して、予め基準水位を設定させて
おくことにより、この基準値設定器13からの基準水位
信号と、上水槽または貯水池1の水位計2により検出さ
れた水位信号とを比較器14にメカして比較させ、その
4M差に対応した出力によりモータ駆動回路15を介し
て流量調i弁1oの開度、ひいてはバイパス管9を流過
するバイパス流量を制御させ、これによって上水槽また
は貯水池1に流れ込む水星と、水圧鉄管3を流過する水
量とを可及的に同一量にさせ得るのである。
Therefore, in the case of hydroelectric power generation equipment with this embodiment configuration,
By setting a reference water level in advance for the reference value setting ii3, the reference water level signal from this reference value setting device 13 and the water level signal detected by the water level gauge 2 of the water tank or reservoir 1 can be compared. The output corresponding to the 4M difference is used to control the opening degree of the flow rate regulating valve 1o through the motor drive circuit 15, and thus the bypass flow rate passing through the bypass pipe 9. This makes it possible to make the amount of mercury flowing into the water tank or reservoir 1 and the amount of water flowing through the penstock 3 as equal as possible.

なお、前記実施例においては、上水槽または貯水池1の
水位信号によって、バイパス管9の流量調整弁10によ
るバイパス流星制御をなすようにしているが、水圧鉄管
3内での水圧を検出して、この検出水圧と予め設定され
る基準水圧との比較出力により、同様なバイパス流星制
御をなすようにしてもよいことは勿論である。
In the embodiment described above, bypass meteor control is performed by the flow rate regulating valve 10 of the bypass pipe 9 based on the water level signal of the water tank or reservoir 1, but by detecting the water pressure in the penstock 3, Of course, a similar bypass meteor control may be performed based on the comparison output between the detected water pressure and a preset reference water pressure.

〔発明の効果〕〔Effect of the invention〕

以上詳述したようにこの発明によるときは、水力発電設
備において、水圧鉄管からバイパス管を分岐させて放水
槽または放水路に開口させ、このバイパス管の管路に上
水槽または貯水池の水位と基準水位、もしくは水圧鉄管
内の水圧と基準水圧との偏差に対応して開度調整される
流量調整弁を介在させ、この流量調整弁の開度iiJ整
によって、余剰水量をバイパス管より放水槽または放水
路に放流させるようにしたので、たとえ水車の負荷が減
少したときでも、上水槽または貯水池に流れ込む水量と
水圧鉄管を流過する水量とを可及的に同一量にでき、こ
れによりこの上水槽または貯水池の水位を常詩はC一定
に保持し得て、こ−からの溢流を阻止できるのであり、
結果的にはこの溢流阻止に伴ない余水路などの併設が不
要になって装置構成全体の設備費を低減でき、かつその
メンテナンスもまた必要とせず、極めて効果的な水力発
゛+g j9 備を容易に実現できるものである。
As described in detail above, according to the present invention, in a hydroelectric power generation facility, a bypass pipe is branched from a penstock pipe and opened to a water tank or waterway, and the water level of the water tank or reservoir is connected to the water level of the water tank or reservoir and the standard. A flow rate adjustment valve whose opening is adjusted according to the water level or the deviation between the water pressure in the penstock and the standard water pressure is interposed, and by adjusting the opening of this flow rate adjustment valve, excess water is transferred from the bypass pipe to the water discharge tank or By discharging the water into the tailrace channel, even when the load on the turbine decreases, the amount of water flowing into the water tank or reservoir can be made as much as possible as the amount of water flowing through the penstock, which will reduce the amount of water flowing through the penstock. It is possible to maintain the water level in a water tank or reservoir at a constant constant, and prevent overflow from it.
As a result, this overflow prevention eliminates the need to install a spillway, reducing equipment costs for the entire equipment configuration, and also eliminates the need for maintenance, resulting in extremely effective hydraulic power generation. can be easily realized.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はこの発明に係る水力発電設備の一実施例による
概要を示す構成説明閲、第2図は同上制御装置の回路構
成を示すブロック図である。 1・・・・上水槽または貯水池、2・・・・水位計、3
・・・・水圧鉄管、4・・・−水車、5・・・・ガイド
ベーン、7・・・・放水管、8・・・・放水槽または放
水路、9・・・・、ヘイパス管、10・・・・流量調整
弁、11・・・・モータ、12・・・・モータの制御装
置、13・・・・基準値設定器、14・・・・比較器、
15・・・・モータ駆動回路。
FIG. 1 is an explanatory diagram showing an outline of an embodiment of the hydroelectric power generation equipment according to the present invention, and FIG. 2 is a block diagram showing the circuit structure of the control device. 1...Water tank or reservoir, 2...Water level gauge, 3
... Penstock, 4 ... - water wheel, 5 ... guide vane, 7 ... water discharge pipe, 8 ... water tank or water discharge channel, 9 ..., hay pass pipe, 10...Flow rate adjustment valve, 11...Motor, 12...Motor control device, 13...Reference value setter, 14...Comparator,
15...Motor drive circuit.

Claims (1)

【特許請求の範囲】[Claims] (1)上水槽または貯水池に貯水された水を水圧鉄管に
より水車に導き、導入部に設けられるガイドベーンによ
り流量調整して水車を回転させ、この水車に連繋した発
電機を駆動して所期の発電々力を得たのち、放水槽また
は放水路に放流させるようにした水力発電設備において
、前記水圧鉄管から分岐されて放水路に開口されるバイ
パス管を設けると共に、バイパス管の管路に前記上水槽
または貯水池の水位と基準水位、もしくは水圧鉄管内の
水圧と基準水圧との偏差に対応して開度調整される流量
調整弁を介在させ、この流量調整弁の開度調整によつて
、余剰水量を前記バイパス管より前記放水槽または放水
路に放流させるようにしたことを特徴とする水力発電設
備。
(1) Water stored in a water tank or reservoir is led to a water wheel through a penstock, the flow rate is adjusted by a guide vane provided at the introduction part to rotate the water wheel, and a generator connected to this water wheel is driven to achieve the desired output. In hydroelectric power generation equipment that discharges water into a water tank or waterway after generating electricity, a bypass pipe is provided that branches from the penstock and opens into the waterway, and a bypass pipe is installed in the pipeline of the bypass pipe. A flow rate adjustment valve whose opening is adjusted according to the deviation between the water level of the water tank or reservoir and the reference water level, or between the water pressure in the penstock and the reference water pressure is interposed, and by adjusting the opening of the flow rate adjustment valve. A hydroelectric power generation facility characterized in that surplus water is discharged from the bypass pipe to the water discharge tank or water discharge channel.
JP59131585A 1984-06-25 1984-06-25 Hydroelectric power plant Pending JPS6110615A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59131585A JPS6110615A (en) 1984-06-25 1984-06-25 Hydroelectric power plant

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59131585A JPS6110615A (en) 1984-06-25 1984-06-25 Hydroelectric power plant

Publications (1)

Publication Number Publication Date
JPS6110615A true JPS6110615A (en) 1986-01-18

Family

ID=15061492

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59131585A Pending JPS6110615A (en) 1984-06-25 1984-06-25 Hydroelectric power plant

Country Status (1)

Country Link
JP (1) JPS6110615A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010048887A1 (en) * 2008-10-28 2010-05-06 成都阿朗科技有限责任公司 Speedy construction method for penstock of large scale hydraulic turbine

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010048887A1 (en) * 2008-10-28 2010-05-06 成都阿朗科技有限责任公司 Speedy construction method for penstock of large scale hydraulic turbine
US8690479B2 (en) 2008-10-28 2014-04-08 Chengdu Alangtech Co., Ltd. Speedy construction method for penstock of large scale hydraulic turbine

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