JPH02249012A - Controller for keeping water level of hydroelectric power plant constant - Google Patents

Controller for keeping water level of hydroelectric power plant constant

Info

Publication number
JPH02249012A
JPH02249012A JP1070175A JP7017589A JPH02249012A JP H02249012 A JPH02249012 A JP H02249012A JP 1070175 A JP1070175 A JP 1070175A JP 7017589 A JP7017589 A JP 7017589A JP H02249012 A JPH02249012 A JP H02249012A
Authority
JP
Japan
Prior art keywords
water level
guide vane
dam
target
opening
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.)
Granted
Application number
JP1070175A
Other languages
Japanese (ja)
Other versions
JP2766502B2 (en
Inventor
Katsumi Nomura
克己 野村
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.)
Toshiba Engineering Corp
Original Assignee
Toshiba Engineering 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 Toshiba Engineering Corp filed Critical Toshiba Engineering Corp
Priority to JP1070175A priority Critical patent/JP2766502B2/en
Publication of JPH02249012A publication Critical patent/JPH02249012A/en
Application granted granted Critical
Publication of JP2766502B2 publication Critical patent/JP2766502B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • 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

  • Control Of Water Turbines (AREA)
  • Control Of Non-Electrical Variables (AREA)

Abstract

PURPOSE:To automatically adjust the guide vane opening of a hydraulic turbine generator driving hydraulic turbine to keep the water level of a dam constant by using a water level change rate calculation circuit calculating the hourly change rate of the water level in a dam and a target opening calculation part. CONSTITUTION:A dead band circuit 17 detecting that a deviation between the set point of a target water level setter and the water level in the dam exceeded a prescribed range, the water level change rate calculation circuit 14 calculating the hourly change rate of the water level in the dam at a prescribed period, the target opening calculation part 18 calculating the target guide vane opening and a control calculation part 10 supplying a guide vane adjustment signal to a guide vane driving part 11 are installed, and the hourly change rate of the water level in the dam is calculated at every prescribed period. Then, a dam in-flow change quantity is calculated, and it is converted into the guide vane change opening from the characteristic of the hydraulic turbine to obtain the target guide vane opening. A dam flow-in quantity is controlled to be equal to a hydraulic turbine discharge quantity. Thus, the controller always adjusts the guide vane opening and controls for returning the water level to the target one, whereby the stable constant control of the water level is attained.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、水力発電所の水車発電機を駆動する水車の放
水量を調整し、ダム水位を一定に保つように水車のガイ
ドベーン開度調整を行なわせる水力発電所の水位一定制
御装置に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention adjusts the amount of water discharged from a water turbine that drives a water turbine generator in a hydroelectric power plant, and adjusts the opening degree of the guide vane of the water turbine to maintain a constant dam water level. This invention relates to a water level constant control device for a hydroelectric power plant that performs adjustment.

〔従来の技術〕[Conventional technology]

ダム式発電所において、水車のガイドベーン開度を調整
してダム水位一定を保つには従来流れ込み発電所でよく
行われる自動水位調整制御いわゆる木調と呼んでいる制
御方法を適用している。
In dam-type power plants, automatic water level adjustment control, commonly used in run-of-river power plants, is used to maintain a constant dam water level by adjusting the opening of the guide vane of the water turbine.

第5図に示すブロック図にて木調の制御方法を説明する
The wood tone control method will be explained with reference to the block diagram shown in FIG.

ダム100に流入する流入量102が変化するとダム水
位103が変化する。このダム水位103と基準水位設
定器104により設定された基準水位105との偏差1
06とガイドベーン開度のレターン信号を剛性復原部1
07を通して得られるガイドベーン開度値108との偏
差109が不感帯以下となる様偏差109の極性に応じ
て制御部110からガイドベーン駆動部11]に駆動信
号を与え水車112のガイドベーン開度を調整する。ガ
イドベーン開度を開・閉することによリ、水車放流量1
13が変化する。以上のような動きにより流入量102
と水車放流量113を等しくして、2゛ム水の安定化を
目的とするのが水調である。尚、木調においては水車無
負荷流量から定格流量まで変化させるのに必要な水位変
化いわゆる水位垂下率を設けて安定な運転を実現させて
いる。
When the amount of inflow 102 flowing into the dam 100 changes, the dam water level 103 changes. Deviation 1 between this dam water level 103 and the reference water level 105 set by the reference water level setting device 104
06 and the guide vane opening degree signal from the rigid restoring section 1.
According to the polarity of the deviation 109, a drive signal is given from the control unit 110 to the guide vane drive unit 11 to control the guide vane opening of the water turbine 112 so that the deviation 109 from the guide vane opening value 108 obtained through 07 is below the dead zone. adjust. By opening and closing the guide vane, the water turbine discharge amount 1
13 changes. Due to the above movements, the inflow amount is 102
The purpose of water adjustment is to make the water discharge amount 113 equal to the water discharge amount 113, and to stabilize the water by 2mm. In addition, in the case of wood tone, stable operation is achieved by providing a water level change, so-called water level droop rate, required to change the flow rate from the no-load flow rate of the water turbine to the rated flow rate.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

しかしながら、上記したような従来技術の木調では、水
位垂下率というある一定の水位変化の間で水車放流量調
整を行なうものであるが、ダムによってはその水位変化
中を極力押さえできる限り水位一定を要求さ□れる場合
がある。これに対し木調を適用して水位垂下率を小さく
していくと、ダム水位のさざ波及びダム水位信号に対す
る外乱がガイドベーン開度に大きく影響し、ひいては水
車のハンチングを起こす可能性があり水位垂下率を小さ
くするにしても限界がある。本発明は、上記した従来技
術に鑑みてなされたものでダム式発電所において水車発
電機の放流量によってダム水位を一定に保つよう、水車
のガイドベーン開度を自動的に調整する水位一定制御装
置を提供することにある。
However, in the conventional technique described above, the amount of water discharged by the turbine is adjusted during a certain level change called the water level droop rate, but depending on the dam, the water level is kept constant as long as it is possible to suppress the water level change as much as possible. □ may be requested. On the other hand, if wood tone is applied to reduce the water level droop rate, ripples in the dam water level and disturbances to the dam water level signal will greatly affect the guide vane opening degree, which may eventually cause hunting of the water turbine. There is a limit to reducing the drooping rate. The present invention has been made in view of the above-mentioned conventional technology, and is a constant water level control that automatically adjusts the opening degree of the guide vane of a water turbine so that the dam water level is kept constant according to the discharge amount of the water turbine generator in a dam type power plant. The goal is to provide equipment.

〔課題を解決するための手段〕[Means to solve the problem]

上記目的を達成するため本発明は、目標水位設定器の設
定値とダム水位との偏差が所定範囲を越えたことを検出
する不感帯回路と、ダムの水位か入力されダム水位の時
間的変化率を一定周期で演算する水位変化率演算回路と
、前記不感帯回路の動作時にダム水位変化率信号を加え
られ]」標ガイドベーン開度を算出する目標開度演算部
と、この目標ガイドベーン開度とガイドベーン開度信号
との差量に従いガイドベーン駆動部にガイドベーン調整
信号を与える制御演算部とを設ける。
In order to achieve the above object, the present invention includes a dead band circuit that detects when the deviation between the set value of a target water level setting device and the dam water level exceeds a predetermined range, and a dead band circuit that detects when the dam water level is inputted and the temporal change rate of the dam water level. a water level change rate calculation circuit that calculates the target guide vane opening at a constant cycle; and a control calculation unit that provides a guide vane adjustment signal to the guide vane drive unit in accordance with the difference between the guide vane opening degree signal and the guide vane opening degree signal.

〔作用〕[Effect]

ダム水位の時間的変化率の演算は一定周期ごと毎回行わ
せる。一方、ダム水位とに11標水との偏差が不感帯1
11に入っていれば、ガイドベーンを調整することはな
いが、水位偏差が不感帯「11を越えた場合は水位変化
率信号とダム面積等の諸量からダム流入変化量を算出す
る。その流入変化量を水車の特性からガイドベーン変化
開度に変換し目標とするガイドベーン開度を求める。目
標開度とフィードバックされる実際のガイドベーン開度
との偏差に従ってガイドベーン開又は閉信号を駆動部に
与えガイドベーンを目標開度に調整する。以上の動きに
よってダム流入量と水車放流量が等しくなるよう制御す
る。水位偏差が不感帯111に落ちつけば、ガイドベー
ン開度を調整することなく一定開度のままとする。以上
の様に目標水位からダム水位が外れたことにより常にガ
イドベーン開度調整を行わせ、目標水位に引き戻す制御
を行わせることにより安定な水位一定制御が実現できる
Calculation of the temporal rate of change of the dam water level is performed every fixed period. On the other hand, the deviation between the dam water level and the 11 water mark is dead zone 1.
If it is within 11, the guide vane will not be adjusted, but if the water level deviation exceeds the dead zone 11, the amount of change in dam inflow will be calculated from the water level change rate signal and various quantities such as the dam area. Convert the amount of change from the characteristics of the water turbine to the guide vane change opening to find the target guide vane opening. Drive the guide vane open or close signal according to the deviation between the target opening and the actual guide vane opening that is fed back. The guide vane is adjusted to the target opening degree.The above movements control the dam inflow amount and the turbine discharge amount to be equal.Once the water level deviation falls to the dead zone 111, the guide vane opening degree remains constant without adjustment. As described above, when the dam water level deviates from the target water level, the guide vane opening is constantly adjusted, and by controlling the dam to return to the target water level, stable water level control can be achieved.

〔実施例〕〔Example〕

以下、本発明を図示の実施例に基づいて説明する。 Hereinafter, the present invention will be explained based on illustrated embodiments.

第1図は、本発明の水位一定制御装置のブロック図であ
る。
FIG. 1 is a block diagram of a constant water level control device of the present invention.

ダム1のダム水位3はダム流入量2によって変化する。The dam water level 3 of the dam 1 changes depending on the dam inflow amount 2.

また水位一定制御装置は、目標水位設定値5が設定され
る目標水位設定器4を有し、ダム水位の変化を一定周期
ごとに水位変化率15として検出する水位変化率演算部
14を有する。不感帯回路17は、ダム水位3と目標水
位設定値5の偏差がある範囲以上となると、水位変化率
15を目標開度演算部18に与えるようになっている。
The constant water level control device also includes a target water level setter 4 in which a target water level setting value 5 is set, and a water level change rate calculation unit 14 that detects changes in the dam water level as a water level change rate 15 at regular intervals. The dead band circuit 17 is configured to provide a water level change rate 15 to the target opening calculation unit 18 when the deviation between the dam water level 3 and the target water level set value 5 exceeds a certain range.

また、制御部10が目標開度演算部18に接続され、目
標開度値19と剛性復原部7を通して得られるガイドベ
ーン開度値8を等しくする様偏差9の極性に応じてガイ
ドベーン駆動部11に駆動信号を与え、ガイドベーン駆
動部11はその信号に基づいて水車12のガイドベーン
開度を調整するようになっている。
The control unit 10 is connected to the target opening calculation unit 18, and the guide vane drive unit operates according to the polarity of the deviation 9 that makes the target opening value 19 and the guide vane opening value 8 obtained through the rigid restoring unit 7 equal. 11, and the guide vane drive unit 11 adjusts the guide vane opening degree of the water turbine 12 based on the signal.

このように構成された水位一定制御装置の動作を説明す
る。
The operation of the water level constant control device configured as described above will be explained.

今、ダム1の水位が制御装置の11標水位設定器4にて
設定された設定値5と同じ状態からダム流入量2が変化
していくと、水車12のガイドベーン開度は一定の状態
すなわち水車放流量13も一定である為ダム流入量2の
変化に従って、ダム水位3も変化していく。ダム水位3
の変化は水位変化率演算部14にて一定周期ごとに水位
変化率15として検出する。また、ダム水位3と目標水
位設定値5の偏差6が不感帯回路]7にて設定された不
感帯巾を越えるすなわち、水位偏差がある範囲以上とな
ると接点16が閉じて水位変化率15が目標開度演算部
18に与えられる。次に目標開度演算部18の中の作動
を第2図のフローチャート図及び第3図、第4図を用い
て説明する。
Now, when the water level of the dam 1 is the same as the set value 5 set by the water mark level setter 4 of the control device, and the dam inflow amount 2 changes, the opening degree of the guide vane of the water turbine 12 remains constant. That is, since the water turbine discharge amount 13 is also constant, the dam water level 3 also changes as the dam inflow amount 2 changes. Dam water level 3
The change in the water level is detected by the water level change rate calculating section 14 at regular intervals as the water level change rate 15. In addition, when the deviation 6 between the dam water level 3 and the target water level set value 5 exceeds the dead band width set in the dead band circuit 7, that is, the water level deviation exceeds a certain range, the contact 16 closes and the water level change rate 15 changes to the target opening. It is given to the degree calculation unit 18. Next, the operation in the target opening calculation section 18 will be explained using the flowchart of FIG. 2, and FIGS. 3 and 4.

第2図を参照すると、゛まず現在のダム水位Hからその
特性の一例を第3図に示す関数発生器を使い現水位のダ
ム流域面積(ダム表面積)(S)を求める(ステップ1
00)。次に、水位変化率X時間×ダム流域面積(ダム
表面積)の演・算を行い、ダム流入量の変化量(ΔQi
)を算出する(ステップ101)。第4図は、水車放水
量(Qo)とガイドベーン開度(GV)20との関係を
表わすグラフで、このような特性の関数発生器を用いて
現在のガイドベーン開度(GV)20における水車放水
量(Qo)を求める(ステップ102)。
Referring to Figure 2, ``First, from the current dam water level H, use the function generator whose characteristics are shown in Figure 3 to calculate the dam basin area (dam surface area) (S) at the current water level (step 1).
00). Next, calculate the water level change rate x time x dam basin area (dam surface area), and calculate the amount of change in dam inflow (ΔQi
) is calculated (step 101). Figure 4 is a graph showing the relationship between the water discharge amount (Qo) of the water turbine and the guide vane opening (GV) of 20. Using a function generator with such characteristics, the current guide vane opening (GV) of 20 The amount of water discharged from the water turbine (Qo) is determined (step 102).

その後、ステップ101て求めたダム流入量の変化量(
ΔQi)に現水車放水量Q。を加えた放流量から目標ガ
イドベーン開度値(MGV)1.9を求める(ステップ
103)。このようにしてl」標ガイドベーン開度値1
9と剛性復原部7を通して得られるガイドベーン開度値
8を等しくする様、制御部10は偏差9の極性に応じて
ガイドベーン駆動部11に駆動信号を与え、水車12の
ガイドベーン開度20を調整する。ガイドベーン開度2
0を開・閉することにより、水車放流量13が変化する
。以上の一連の動作によってダム水位Hを目標水位の不
感帯Il+に追い込むよう制御する。
After that, the amount of change in the dam inflow amount determined in step 101 (
ΔQi) is the current water discharge amount Q from the water wheel. A target guide vane opening value (MGV) of 1.9 is determined from the discharge amount with the addition of (Step 103). In this way, the guide vane opening value 1
9 and the guide vane opening value 8 obtained through the rigid restoring part 7, the control part 10 gives a drive signal to the guide vane drive part 11 according to the polarity of the deviation 9, and adjusts the guide vane opening value 20 of the water turbine 12. Adjust. Guide vane opening degree 2
By opening and closing 0, the water turbine discharge amount 13 changes. Through the above series of operations, the dam water level H is controlled to be driven into the dead zone Il+ of the target water level.

この不感帯巾は木調の水位垂下率よりは小さく設定可能
であると共に水位変化率の算出周期ごとにガイドベーン
開度調整を行う。従ってダム式発電所のような水位変化
の少ない発電所のダム水位−定制御を自動的かつ安定に
保つことができる。以上に述べた実施例では、ガイドベ
ーン開度20をフィードバック信号としたが、水車放流
量を検出し放流量値をフィードバック信号としてガイド
ベ−ン開度調整することも可能である。季節によってダ
ム水位が大きく変化する場合は本方式が有効である。
This dead band width can be set to be smaller than the water level droop rate of the wood tone, and the guide vane opening degree is adjusted every calculation cycle of the water level change rate. Therefore, it is possible to automatically and stably maintain constant control of the dam water level in a power plant such as a dam-type power plant where water level changes are small. In the embodiment described above, the guide vane opening degree 20 is used as a feedback signal, but it is also possible to detect the water turbine discharge amount and use the discharge amount value as a feedback signal to adjust the guide vane opening degree. This method is effective when the dam water level changes significantly depending on the season.

〔発明の効果〕〔Effect of the invention〕

本発明は以上のような構成を有するため、ダム式発電所
において水車発電機駆動水車のガイドベーン開度を自動
調整し、ダム水位の一定化を安定に行わせることができ
る。
Since the present invention has the above configuration, it is possible to automatically adjust the opening degree of the guide vane of the water turbine driven by the water turbine generator in a dam type power plant, and to stably stabilize the dam water level.

また、目標水位設定を変えることにより、季節に応じ、
たダム水位一定制御が可能となる。
In addition, by changing the target water level setting, depending on the season,
This makes it possible to control the dam water level at a constant level.

10・・・制御部、12・・・水車、13・・・水車放
流量、14・・・水位変化率演算部、15・・水位変化
率、16・・・接点、17・・・不感帯回路、18・・
目標開度演算部、19・・・目標ガイドベーン開度値。
DESCRIPTION OF SYMBOLS 10... Control part, 12... Water turbine, 13... Water turbine discharge amount, 14... Water level change rate calculation part, 15... Water level change rate, 16... Contact, 17... Dead band circuit , 18...
Target opening calculation unit, 19...Target guide vane opening value.

Claims (1)

【特許請求の範囲】[Claims] 目標水位設定器の設定値とダム水位との偏差が所定範囲
を越えたことを検出する不感帯回路と、ダムの水位が入
力されダム水位の時間的変化率を一定周期で演算する水
位変化率演算回路と、前記不感帯回路の動作時にダム水
位変化率信号を加えられ目標ガイドベーン開度を算出す
る目標開度演算部と、この目標ガイドベーン開度とガイ
ドベーン開度信号との差量に従いガイド−ベーン駆動部
にガイドベーン調整信号を与える制御演算部とから成る
水力発電所の水位一定制御装置。
A dead band circuit that detects when the deviation between the set value of the target water level setting device and the dam water level exceeds a predetermined range, and a water level change rate calculation that receives the dam water level and calculates the temporal rate of change of the dam water level at a constant cycle. a target opening calculation section that calculates a target guide vane opening by adding a dam water level change rate signal during the operation of the dead band circuit; and a guide vane opening according to the difference between the target guide vane opening and the guide vane opening signal. - A constant water level control device for a hydroelectric power plant, comprising a control calculation unit that provides a guide vane adjustment signal to a vane drive unit.
JP1070175A 1989-03-22 1989-03-22 Hydropower station water level control system Expired - Lifetime JP2766502B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1070175A JP2766502B2 (en) 1989-03-22 1989-03-22 Hydropower station water level control system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1070175A JP2766502B2 (en) 1989-03-22 1989-03-22 Hydropower station water level control system

Publications (2)

Publication Number Publication Date
JPH02249012A true JPH02249012A (en) 1990-10-04
JP2766502B2 JP2766502B2 (en) 1998-06-18

Family

ID=13423932

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1070175A Expired - Lifetime JP2766502B2 (en) 1989-03-22 1989-03-22 Hydropower station water level control system

Country Status (1)

Country Link
JP (1) JP2766502B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101000534B1 (en) 2010-09-17 2010-12-14 한진정보통신(주) System for predicting amount of water pumping-up power generation using aerial lidar data and method therefor

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS569809A (en) * 1979-07-06 1981-01-31 Mitsubishi Electric Corp Dam gate controller
JPS56106073A (en) * 1980-01-29 1981-08-24 Toshiba Corp Water level regulator
JPS57718A (en) * 1980-05-30 1982-01-05 Mitsubishi Electric Corp Automatic controlling method for constant water level

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS569809A (en) * 1979-07-06 1981-01-31 Mitsubishi Electric Corp Dam gate controller
JPS56106073A (en) * 1980-01-29 1981-08-24 Toshiba Corp Water level regulator
JPS57718A (en) * 1980-05-30 1982-01-05 Mitsubishi Electric Corp Automatic controlling method for constant water level

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Publication number Publication date
JP2766502B2 (en) 1998-06-18

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