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JPS6214045B2 - - Google Patents
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JPS6214045B2 - - Google Patents

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Publication number
JPS6214045B2
JPS6214045B2 JP54055754A JP5575479A JPS6214045B2 JP S6214045 B2 JPS6214045 B2 JP S6214045B2 JP 54055754 A JP54055754 A JP 54055754A JP 5575479 A JP5575479 A JP 5575479A JP S6214045 B2 JPS6214045 B2 JP S6214045B2
Authority
JP
Japan
Prior art keywords
flow rate
water level
reactor
water
water supply
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.)
Expired
Application number
JP54055754A
Other languages
Japanese (ja)
Other versions
JPS55149099A (en
Inventor
Junichi Tanji
Taku Oomori
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.)
Hitachi Ltd
Original Assignee
Hitachi Ltd
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 Hitachi Ltd filed Critical Hitachi Ltd
Priority to JP5575479A priority Critical patent/JPS55149099A/en
Publication of JPS55149099A publication Critical patent/JPS55149099A/en
Publication of JPS6214045B2 publication Critical patent/JPS6214045B2/ja
Granted legal-status Critical Current

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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
    • Y02E30/00Energy generation of nuclear origin

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  • Control Of Non-Electrical Variables (AREA)

Description

【発明の詳細な説明】 本発明は原子炉の給水制御装置に係り、特に原
子炉の再循環流量が大幅に減少した時の原子炉水
位過上昇を制御するに好適な給水制御装置に関す
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a water supply control device for a nuclear reactor, and more particularly to a water supply control device suitable for controlling excessive rise in reactor water level when the recirculation flow rate of a nuclear reactor is significantly reduced.

原子炉の給水制御装置の基本構成を第1図に示
す。ただし、従来の構成は第1図の破線で囲んだ
部分を除いたものである。原子炉で発生した蒸気
は主蒸気管2を通つて主タービン3に導かれて機
械エネルギを発生して復水器4で凝縮されて水に
戻る。この水は給水配管5を通り、給水ポンプ6
によつて昇圧され、給水加熱器7及び逆止弁8を
通り、ふたたび原子炉1に戻る。第1図の給水ポ
ンプ6及び給水加熱器7、逆止弁8は通常、複数
系列ある。尚、18は再循環ポンプ、19は主加
減弁、20はバイパス弁、21は逃し弁である。
Figure 1 shows the basic configuration of a nuclear reactor water supply control system. However, the conventional configuration excludes the portion surrounded by the broken line in FIG. Steam generated in the nuclear reactor is led to the main turbine 3 through the main steam pipe 2, generates mechanical energy, is condensed in the condenser 4, and returns to water. This water passes through the water supply pipe 5 and the water supply pump 6
The pressure is increased by the water, passes through the feed water heater 7 and the check valve 8, and returns to the reactor 1. There are usually multiple lines of the feed water pump 6, feed water heater 7, and check valve 8 shown in FIG. In addition, 18 is a recirculation pump, 19 is a main control valve, 20 is a bypass valve, and 21 is a relief valve.

ここで給水流量の制御方法は次のようである。
主タービン3より抽気した低圧蒸気がタービン加
減弁15を経て給水タービン16に供給される。
給水ポンプ6は給水タービン16に直結されてい
るので、タービン加減弁15を制御することによ
りタービン回転数が変化して、給水流量が調節さ
れる。
Here, the method of controlling the water supply flow rate is as follows.
Low-pressure steam extracted from the main turbine 3 is supplied to a water supply turbine 16 via a turbine control valve 15 .
Since the water supply pump 6 is directly connected to the water supply turbine 16, by controlling the turbine control valve 15, the turbine rotational speed is changed and the water supply flow rate is adjusted.

タービン加減弁15はタービン速度制御器14
によつて制御されるが、これを制御する水位調節
計13は、水位検出器9、主蒸気流量検出器1
0、給水流量検出器11の3つの信号による3要
素制御を行つている。つまり、水位偏差信号に先
行信号として、主蒸気流量と給水流量の差信号を
加えた信号により給水流量を制御する。
The turbine control valve 15 is the turbine speed controller 14
The water level regulator 13 that controls this includes a water level detector 9 and a main steam flow rate detector 1.
0, three-element control is performed using three signals from the water supply flow rate detector 11. That is, the water supply flow rate is controlled by a signal obtained by adding a difference signal between the main steam flow rate and the water supply flow rate as a preceding signal to the water level deviation signal.

この給水制御装置の目的は、通常運転時に経験
するような出力変動時に原子炉1に発生する水位
変動を目標範囲内に制御することにある。
The purpose of this water supply control device is to control water level fluctuations that occur in the reactor 1 during power fluctuations such as those experienced during normal operation to within a target range.

ここで、原子炉1に発生した外乱として、原子
炉冷却水の再循環流量(以下単に再循環流量と略
す)大幅減少時を考えた場合の過渡現象につい
て、特に沸騰水形原子炉を対象に説明する。
Here, we will discuss the transient phenomenon that occurs when the recirculation flow rate of reactor cooling water (hereinafter simply referred to as recirculation flow rate) decreases significantly as a disturbance occurring in reactor 1, especially for boiling water reactors. explain.

沸騰水形原子炉では炉心内を下部から上部に流
れる冷却水(以下、炉心流量と称す)に蒸気泡が
存在し、このボイド体積率は炉心内反応度バラン
スから定常運転中は一定な値を有する。ここで、
再循環流量を減少させると、炉心流量も減少し、
過渡的に炉心内ボイドが増加し原子炉水位も増加
するが、一方ボイド率増加により負の反応度フイ
ードバツクが働いて炉出力は減少し、ボイドが再
び減少し反応度がバランスしたところで炉出力は
整定する。沸騰水形原子炉による発電プラント
(以下BWRプラントと略す)は、通常運転領域で
は再循環流量変動により出力変更を行うが、最近
高まつている原子力プラントの負荷追従運転の要
請に対しては、再循環流量の大幅な変動を伴う運
転が必要となる。第2図は従来の給水制御装置を
有するBWRプラントの応答例として、炉出力の
大幅減少要求に対応した再循環流量のランプ状大
幅減少時の諸パラメータの応答を示す。再循環流
量要求信号ランプ状減少に対し再循環流量はやや
応答遅れを有して減少するが、このため前述の炉
心内現象により炉出力も減少し主蒸気流量も減少
する。この時、給水流量は3要素制御により主蒸
気流量と給水流量の偏差および炉水位設定値と実
炉水位の偏差発生により減少するが、原子炉水位
は主蒸気流量と給水流量の偏差量に関係しない炉
心内ボイド増加により、主蒸気流量よりも給水流
量の減少程度が大きいにもかかわらず大きく上昇
し、高水位のタービントリツプ設定値に対する余
裕は非常に少ない。この炉水位上昇現象は、再循
環ポンプトリツプ時にもほぼ同様に発生するが、
むしろ再循環流量の減少速度が通常負荷追従運転
時よりもかなり大きく、しかも減少量も大幅であ
るため炉水位の上昇はより大きくなる。もし、タ
ービントリツプ水位設定値にかかると、主タービ
ンおよび発電機がトリツプし、原子炉もスクラム
するので安全性の点では問題はないが、プラント
稼動率が低下し、経済的損失を被ることになる。
In a boiling water reactor, steam bubbles exist in the cooling water that flows from the bottom to the top in the core (hereinafter referred to as core flow rate), and this void volume fraction remains at a constant value during steady operation due to the reactivity balance in the core. have here,
Decreasing the recirculation flow rate also reduces the core flow rate,
The number of voids in the reactor core increases transiently and the reactor water level increases, but on the other hand, the increase in void rate causes a negative reactivity feedback and the reactor power decreases.When the voids decrease again and the reactivity is balanced, the reactor power decreases. Settling. Power plants using boiling water reactors (hereinafter referred to as BWR plants) change their output due to fluctuations in recirculation flow rate in the normal operating range, but in response to the recently increasing demand for load-following operation of nuclear plants, Requires operation with large fluctuations in recirculation flow rate. FIG. 2 shows, as an example of the response of a BWR plant with a conventional feedwater control system, the responses of various parameters when the recirculation flow rate is significantly reduced in a ramp-like manner in response to a request for a large reduction in reactor output. The recirculation flow rate decreases with a slight response delay in response to the ramp-like decrease in the recirculation flow rate request signal, but as a result, the reactor power decreases and the main steam flow rate also decreases due to the above-mentioned in-core phenomenon. At this time, the feedwater flow rate is reduced by the three-element control due to the deviation between the main steam flow rate and the feedwater flow rate and the deviation between the reactor water level set value and the actual reactor water level, but the reactor water level is related to the amount of deviation between the main steam flow rate and the feedwater flow rate. Due to the increase in voids in the core, which does not occur, the feed water flow rate increases significantly even though the degree of decrease is greater than the main steam flow rate, and there is very little margin for the turbine trip set value at a high water level. This phenomenon of reactor water level rise occurs in almost the same way when the recirculation pump trips, but
In fact, the rate of decrease in the recirculation flow rate is much greater than during normal load following operation, and the amount of decrease is also significant, resulting in a greater rise in the reactor water level. If the turbine trip water level reaches the set value, the main turbine and generator will trip and the reactor will also scram, so there is no problem in terms of safety, but the plant operating rate will decrease and there will be economic loss. become.

以上述べた現象は再循環流量減少時の場合であ
るが、再循環流量増加時にはほぼ逆の現象を示す
ことになる。すなわち、再循環流量増加時には炉
心内ボイドが減少し炉出力は増大し、再循環流量
が一定となるに従い炉心内ボイドも再び増加して
炉出力も増加したところで整定する。この時、過
渡的にボイド減少により炉水位が減少する。しか
し通常水位点と低水位スクラム設定点の差は、通
常水位点と高水位タービントリツプ設定点の差よ
りも比較的大きく設定されているので、再循環流
量減少時よりも危険度は少ないと言えるが水位低
下は好ましくない。
The above-mentioned phenomenon occurs when the recirculation flow rate decreases, but almost the opposite phenomenon occurs when the recirculation flow rate increases. That is, when the recirculation flow rate increases, the core voids decrease and the reactor power increases, and as the recirculation flow rate becomes constant, the core voids increase again and the reactor power stabilizes when it increases. At this time, the reactor water level decreases due to a transient decrease in voids. However, the difference between the normal water point and the low water scram set point is set to be relatively larger than the difference between the normal water point and the high water turbine trip set point, so it is considered less dangerous than when the recirculation flow is reduced. I can say that lowering the water level is not desirable.

本発明は上記の不都合を解決し、再循環流量の
大幅変動時における原子炉水位制御特性を向上さ
せ、通常運転水位からの大幅なずれによるタービ
ントリツプおよび原子炉スクラムの発生を防止す
る給水制御装置を提供することにある。
The present invention solves the above-mentioned disadvantages, improves the reactor water level control characteristics when the recirculation flow rate fluctuates significantly, and provides water supply control that prevents the occurrence of turbine trips and reactor scrams due to large deviations from the normal operating water level. The goal is to provide equipment.

本発明の要点とするところは、再循環流量の変
化率から推定した炉心内ボイド変化量に対応する
炉水位変化分を、炉水位設定点に加えて実際の炉
水位要求信号を修正することにより、炉水位を通
常水位に保持するような給水流量の迅速な応答を
生じせしめることにある。
The key point of the present invention is to add the change in the reactor water level corresponding to the amount of change in voids in the core estimated from the rate of change in the recirculation flow rate to the reactor water level set point and modify the actual reactor water level request signal. The objective is to produce a rapid response in the feedwater flow rate to maintain the reactor water level at the normal water level.

本発明の具体的実施方法は、第1図に示す従来
の原子炉の給水制御装置に破線で囲んだ炉水位設
定点調節器17を付設することにより行われる。
これは、再循環流量検出器22により再循環流量
を検出し、炉水位設定点調節器17で、この再循
環流量の変化率を計算して出力する。炉心内ボイ
ドの過渡時における増加量は再循環流量の減少率
にほぼ比例することがわかつているので、炉水位
設定点調節器17の出力は再循環流量変動時に発
生する原子炉水位変化量を推定した値であり、炉
水位設定器12の出力と突き合せた結果の出力値
は、炉水位に発生する外乱を考えてそれを補償す
るように修正された実際の炉水位設定要求信号と
なる。
A specific embodiment of the present invention is implemented by adding a reactor water level set point regulator 17, which is surrounded by a dashed line, to the conventional nuclear reactor water control system shown in FIG.
The recirculation flow rate detector 22 detects the recirculation flow rate, and the reactor water level set point regulator 17 calculates and outputs the rate of change of this recirculation flow rate. Since it is known that the amount of increase in voids in the reactor core during transient periods is approximately proportional to the rate of decrease in recirculation flow rate, the output of the reactor water level set point regulator 17 adjusts the amount of change in the reactor water level that occurs when the recirculation flow rate fluctuates. This is the estimated value, and the output value that is the result of comparing it with the output of the reactor water level setting device 12 becomes the actual reactor water level setting request signal that has been modified to take into account and compensate for the disturbance that occurs in the reactor water level. .

第3図は本発明のより具体的な実施例であり、
炉水位設定点調節器17を含めて全体的に細部に
まで技術的に発展させた実施例を示している。本
実施例では、基本的に第1図と同じであるが、若
干の相違もある。第1は、主蒸気管2が4本ある
こと、従つて、4本すべての主蒸気管についての
主蒸気流量を求めていること、第2は給水配管5
が2本あること、従つて2本すべての給水配管に
ついての給水流量を求めていることである。その
他に、図示していないが、水位検出器9が3系列
存在することもある。この場合には、そのうちの
2系列のいずれか一方を選択的に利用することに
なる。
FIG. 3 shows a more specific embodiment of the present invention,
An embodiment is shown which is technically developed in all its details, including the reactor water level set point regulator 17. This embodiment is basically the same as that in FIG. 1, but there are some differences. The first is that there are four main steam pipes 2, and therefore the main steam flow rate for all four main steam pipes is being determined, and the second is that the water supply pipe 5
There are two water supply pipes, and therefore the water supply flow rate for all two water supply pipes is calculated. In addition, although not shown, there may be three series of water level detectors 9. In this case, one of the two streams will be selectively used.

さて、第3図に於いて、1本の配管に対する主
蒸気流量検出器10では流量を圧力ΔP(実際に
はΔPに相当する電流I)として検出し、これを
開平演算器23を通すことによつて圧力―流量の
変換を行い主蒸気流量の検出を行つている。かく
して得られた1本の配管に対する主蒸気流量は加
算器25に入力する。この加算器25には、上記
と同様にして得られた他の残りの3本の主蒸気管
に関する主蒸気流量も入力24として印加されて
いる。この結果、加算器25の出力として、主蒸
気流量の総量が得られることになる。
Now, in FIG. 3, the main steam flow rate detector 10 for one pipe detects the flow rate as a pressure ΔP (actually a current I corresponding to ΔP), and this is passed through the square root calculator 23. Therefore, pressure-flow rate conversion is performed to detect the main steam flow rate. The main steam flow rate for one pipe thus obtained is input to the adder 25. The main steam flow rates for the remaining three main steam pipes obtained in the same manner as above are also applied to the adder 25 as an input 24. As a result, the total main steam flow rate is obtained as the output of the adder 25.

一方、給水配管5に対しては給水流量検出器1
1によつて給水流量に対応する圧力が得られ、こ
れを開平演算器26に印加することによつて圧力
―流量変換を行い、給水配管内を流れる給水流量
を得る。加算器28では、上記と同様にして得ら
れた残りの給水配管に関する給水流量27が開平
演算器26の出力と共に印加され、該加算器28
では、両者を加算することによつて、給水流量の
総量の演算を行う。
On the other hand, the water supply flow rate detector 1 is connected to the water supply pipe 5.
1, a pressure corresponding to the water supply flow rate is obtained, and by applying this pressure to the square root calculator 26, pressure-flow rate conversion is performed to obtain the water supply flow rate flowing in the water supply pipe. In the adder 28, the water supply flow rate 27 regarding the remaining water supply pipes obtained in the same manner as above is applied together with the output of the square root calculator 26, and the adder 28
Now, by adding both, the total amount of water supply flow rate is calculated.

加算器29では、両加算器25,28の出力の
偏差演算を行う。この出力相互間の偏差は加算器
30の一方の入力となる。この加算器30には水
位検出器9の出力が他方の入力となつており、該
加算器30では両者の偏差の演算を行う。この加
算器30の出力が3要素(水位,流水流量,主蒸
気流量)制御の要素となる。スイツチ33は、水
位検出器9の検出水位32を入力させるか、加算
器30の3要素出力31を入力させるかの選択ス
イツチであり、起動時等の低出力時には出力32
を選び、定常運転では出力31を選ぶように制御
されている。スイツチ33を介して得られた信号
は加算器41に入力する。この加算器41の他方
の入力は本発明のポイントとなる炉水位設定点調
節器17を介して得られる信号37である。加算
器41の演算結果はPI演算器42によつてPI演算
され、給水流量要求信号として出力される。
Adder 29 calculates the deviation of the outputs of both adders 25 and 28. The deviation between these outputs becomes one input of the adder 30. The output of the water level detector 9 is the other input to this adder 30, and the adder 30 calculates the deviation between the two. The output of this adder 30 becomes an element for controlling three elements (water level, flowing water flow rate, and main steam flow rate). The switch 33 is a selection switch for inputting the detected water level 32 of the water level detector 9 or the three-element output 31 of the adder 30, and when the output is low such as at startup, the output 32
is selected, and output 31 is selected during steady operation. The signal obtained via switch 33 is input to adder 41. The other input of this adder 41 is the signal 37 obtained via the reactor water level set point regulator 17, which is the key point of the present invention. The calculation result of the adder 41 is subjected to PI calculation by the PI calculation unit 42, and is outputted as a water supply flow rate request signal.

次に、炉水位設定点調節器17について述べよ
う。この調節器17は微分演算器34、信号制限
器35より成る。微分演算器34は再循環流量信
号38を取込んで不完全微分演算を行つて出力
し、信号制限器35で定常運転状態における微少
信号をカツトするとともに、過大な信号をカツト
する上下限信号制限を行つて出力する。ここで、
微分演算器34の時定数TおよびゲインK、信号
制限器35の信号カツト設定値はシミユレーシヨ
ン解析や実機試験において適切な値を求めること
ができる。信号制限器35の出力は通常水位設定
信号39と加算器36で加え合わされ、修正水位
設定信号37として出力される。修正水位設定信
号37は、水位調節計13の加算器41により1
要素制御時に実水位検出信号に等しい1要素制御
信号と、3要素制御時には実水位検出信号に主蒸
気流量、給水流量の差信号を加算したものに等し
い3要素制御信号と突き合わされ、PI演算器42
による比例・積分演算のあと給水流量要求信号と
して出力される。
Next, the reactor water level set point regulator 17 will be described. The regulator 17 includes a differential calculator 34 and a signal limiter 35. The differential calculator 34 takes in the recirculation flow rate signal 38, performs incomplete differential calculations, and outputs the result, and the signal limiter 35 cuts out minute signals in steady operating conditions, and also sets upper and lower limit signal limits to cut out excessive signals. Execute and output. here,
Appropriate values can be obtained for the time constant T and gain K of the differential calculator 34 and the signal cut setting value of the signal limiter 35 through simulation analysis and actual machine testing. The output of the signal limiter 35 is added to the normal water level setting signal 39 in an adder 36 and output as a corrected water level setting signal 37. The corrected water level setting signal 37 is set to 1 by the adder 41 of the water level controller 13.
During element control, a 1-element control signal equal to the actual water level detection signal is compared with a 3-element control signal equal to the actual water level detection signal plus the main steam flow rate and feed water flow rate difference signal during 3-element control, and the PI calculator 42
After proportional/integral calculations are performed, it is output as a water supply flow rate request signal.

第4図は、電子回路により炉水位設定点調節器
17を実現した実施例図である。微分演算器34
は、直流アンプA0、及び帰還抵抗Rf、抵抗R1
及び微分用のコンデンサC1、一端が接地され他
端がアンプA0のアース入力に接続されている抵
抗R0とより成る。信号制限器35は、入力抵抗
R2、抵抗R3、該抵抗R2とR3の接続点とアースと
の間に設けられたリミツト用のツエナーダイオー
ドZ1,Z2、ダイオードD1,D2、及び抵抗R3の出
力側に設けられたツエナーダイオードZ3,Z4とよ
り成る。更に加算器36は、直流アンプA01,入
力抵抗R4,R5,R01、帰還抵抗Rf1とより成る。
以上の回路構成で、R/R=K,C1R1=T,R4=R5 =Rf0としている。ここで、Kはゲイン、Tは時
定数であり、第3図で述べた、微分演算器34の
伝達関数KTS/1+TSの中の、K及びTに相当する
。以 上の回路構成の動作説明は簡単である故、省略す
る。
FIG. 4 is a diagram showing an embodiment in which the reactor water level set point regulator 17 is realized by an electronic circuit. Differential calculator 34
are the DC amplifier A 0 , the feedback resistor R f , the resistor R 1 ,
It consists of a capacitor C 1 for differentiation, and a resistor R 0 whose one end is grounded and the other end is connected to the ground input of the amplifier A 0 . The signal limiter 35 has an input resistance
R 2 , resistor R 3 , limit Zener diodes Z 1 , Z 2 provided between the connection point of resistors R 2 and R 3 and ground, diodes D 1 , D 2 , and output of resistor R 3 It consists of Zener diodes Z 3 and Z 4 provided on the sides. Further, the adder 36 includes a DC amplifier A 01 , input resistors R 4 , R 5 , R 01 , and a feedback resistor R f1 .
In the above circuit configuration, R f /R 1 =K, C 1 R 1 =T, and R 4 =R 5 =R f0 . Here, K is a gain and T is a time constant, which correspond to K and T in the transfer function KTS/1+TS of the differential calculator 34 described in FIG. Since the explanation of the operation of the above circuit configuration is simple, it will be omitted.

以上の調節器17は一例であり、例えば、計算
機でプログラムを利用し時定数T、ゲインKを原
子炉出力状態により最適に変更する、あるいは信
号制限器の関数形状を連続的に設定する等も可能
である。
The above regulator 17 is just one example; for example, the time constant T and gain K may be optimally changed depending on the reactor output state using a computer program, or the function shape of the signal limiter may be continuously set. It is possible.

以上に述べた実施例により、再循環流量大幅変
更時の応答を第5図に示す。再循環流量要求信号
のランプ状減少要求により再循環流量はやや遅れ
て追従し減少するが、修正炉水位設定信号37は
再循環流量減少の変化率を取込んでいるため、図
に示すような過渡的に減少している。この結果、
給水流量の迅速かつ多大な低下を実現し、したが
つて炉水位の上昇は第2図に示す従来制御装置の
応答に比べて著しく小さくなつている。第5図に
おいては再循環流量のランプ状減少要求、すなわ
ち、プラント出力のランプ状減少要求時の各パラ
メータ応答について示した場合であるが、他にラ
ンプ状出力増加の場合あるいは再循環ポンプトリ
ツプなど再循環流量の大幅変動を伴なう外乱に対
しても良好な炉水位制御特性が実現できる。
FIG. 5 shows the response when the recirculation flow rate is significantly changed according to the embodiment described above. Due to the ramp-like reduction request of the recirculation flow rate request signal, the recirculation flow rate follows and decreases with a slight delay, but since the corrected reactor water level setting signal 37 incorporates the rate of change of the recirculation flow rate decrease, the recirculation flow rate decreases as shown in the figure. It is decreasing temporarily. As a result,
A rapid and large reduction in feed water flow rate is achieved, and therefore the rise in reactor water level is significantly smaller than the response of the conventional control system shown in FIG. Figure 5 shows the response of each parameter when the recirculation flow rate is requested to decrease in a ramp-like manner, that is, when the plant output is requested to decrease in a ramp-like manner. Good reactor water level control characteristics can be achieved even under disturbances that involve large fluctuations in the circulating flow rate.

本発明によれば、プラント運転の操作性が向上
し、不必要なプリントトリツプが回避されるの
で、稼動率向上にも寄与できる。
According to the present invention, the operability of plant operation is improved and unnecessary print trips are avoided, so that it can contribute to improving the operating rate.

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

第1図は原子炉の給水制御装置の構成図、第2
図は従来技術による再循環流量大幅減少時の主要
パラメータの応答図、第3図は本発明になる給水
制御装置の詳細構成図、第4図は本発明になる給
水制御装置に付設した炉水位設定点調節器の電子
回路による実施例図、第5図は本発明になる給水
制御装置を利用した原子炉において再循環流量大
幅減少時の主要パラメータの応答図である。 1…原子炉、13…水位調節計、17…炉水位
設定器調節器、22…再循環流量検出器。
Figure 1 is a configuration diagram of the reactor water supply control system, Figure 2
The figure is a response diagram of main parameters when the recirculation flow rate is significantly reduced according to the conventional technology, Figure 3 is a detailed configuration diagram of the feed water control device of the present invention, and Figure 4 is the reactor water level attached to the feed water control device of the present invention. FIG. 5, which is an embodiment of the electronic circuit of the set point regulator, is a response diagram of the main parameters when the recirculation flow rate is significantly reduced in a nuclear reactor using the feed water control device according to the present invention. DESCRIPTION OF SYMBOLS 1... Nuclear reactor, 13... Water level controller, 17... Reactor water level setter regulator, 22... Recirculation flow rate detector.

Claims (1)

【特許請求の範囲】 1 水位調節用の水位調節計を備えて原子力発電
プラントの原子炉へ供給する給水を制御するよう
にした原子炉の給水制御装置に於いて、上記原子
炉の冷却水の再循環流量をとり込みその時間的な
変化率を検出する手段と、該変化率の極性に応じ
て原子炉水位設定点の上昇又は下降の制御を行わ
せるべく、上記水位調節器の調節用入力要素とし
て上記変化率に応じた水位設定点を取り込む手段
と、より成る原子炉の給水制御装置。 2 上記水位調節器は、上記水位設定点の他に主
蒸気流量、給水流量、炉水位より成る3要素又は
炉水位の1要素を調節用入力要素として取り込ん
でなる特許請求の範囲第1項記載の給水制御装
置。
[Scope of Claims] 1. In a reactor water supply control device equipped with a water level controller for water level adjustment and configured to control the water supply to the reactor of a nuclear power plant, means for capturing the recirculation flow rate and detecting its rate of change over time; and an input for adjusting the water level regulator to control the rise or fall of the reactor water level set point depending on the polarity of the rate of change. A water supply control device for a nuclear reactor, comprising means for taking in a water level set point according to the rate of change as an element; 2. The water level regulator incorporates, in addition to the water level setting point, three elements consisting of the main steam flow rate, feed water flow rate, and reactor water level, or one element of the reactor water level as an input element for adjustment. Water supply control device.
JP5575479A 1979-05-09 1979-05-09 Feedwater control device of nuclear reactor Granted JPS55149099A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5575479A JPS55149099A (en) 1979-05-09 1979-05-09 Feedwater control device of nuclear reactor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5575479A JPS55149099A (en) 1979-05-09 1979-05-09 Feedwater control device of nuclear reactor

Publications (2)

Publication Number Publication Date
JPS55149099A JPS55149099A (en) 1980-11-20
JPS6214045B2 true JPS6214045B2 (en) 1987-03-31

Family

ID=13007623

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5575479A Granted JPS55149099A (en) 1979-05-09 1979-05-09 Feedwater control device of nuclear reactor

Country Status (1)

Country Link
JP (1) JPS55149099A (en)

Also Published As

Publication number Publication date
JPS55149099A (en) 1980-11-20

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