JPH05223206A - Water level controller for drain tank - Google Patents

Water level controller for drain tank

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Publication number
JPH05223206A
JPH05223206A JP34866591A JP34866591A JPH05223206A JP H05223206 A JPH05223206 A JP H05223206A JP 34866591 A JP34866591 A JP 34866591A JP 34866591 A JP34866591 A JP 34866591A JP H05223206 A JPH05223206 A JP H05223206A
Authority
JP
Japan
Prior art keywords
water level
emergency
drain tank
control
change rate
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
JP34866591A
Other languages
Japanese (ja)
Other versions
JP2544050B2 (en
Inventor
Akira Takahashi
晃 高橋
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 Corp
Original Assignee
Toshiba 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 Corp filed Critical Toshiba Corp
Priority to JP3348665A priority Critical patent/JP2544050B2/en
Publication of JPH05223206A publication Critical patent/JPH05223206A/en
Application granted granted Critical
Publication of JP2544050B2 publication Critical patent/JP2544050B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To stabilize a level control of a drain tank by differentiating a signal from an emergency water level detector, selecting a calculating mode based on its change rate, and switching an emergency regulating valve. CONSTITUTION:An output of an emergency water level detector 10 is first- differentiated by a change rate calculator, and a change rate of a positive direction, a negative direction of a water level is calculated. Then, this rate is input to a setter, and a trend of the water level is grasped. The setter first- differentiates a water level input signal by differentiating, and outputs the result toward a setter. The setter inputs the output and outputs a condition signal of A or B according to a water level condition. A control calculator selects a calculating mode according to the condition signal. A drain tank water level controller operates an emergency regulating valve 12 by the calculating modes, and controls a water level of the tank. Thus, a stable level control is performed.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、原子力発電プラントに
おける湿分分離器または湿分分離再熱器のドレンタンク
水位制御装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drain tank water level control device for a moisture separator or a moisture separation reheater in a nuclear power plant.

【0002】[0002]

【従来の技術】原子力発電プラントは原子炉の性能上、
炉内で発生する蒸気の圧力、温度が火力発電プラントに
比較してかなり低く(即ち、火力発電プラントでは圧力
/温度が24kg/cm2 g/ 538℃程度であるのに対
し、原子力発電プラントでは圧力/温度が65kg/cm
2 g/ 280℃程度である)、蒸気はタービン入口におい
てすでに0.2 〜0.4 %程度の水分を含んでいる。この蒸
気を湿分分離せずに、タービン出口圧力まで膨張させる
と、低圧タービンの最終段出口の蒸気の湿り度は、約25
%にも達する。この状態でタービンの運転を行えば、蒸
気中の水分により動員の浸蝕が著しくなるばかりでな
く、タービンの内部効率を大幅に低下させる原因とな
る。
2. Description of the Related Art Nuclear power plants are
The pressure and temperature of the steam generated in the furnace are considerably lower than those of a thermal power plant (that is, the pressure / temperature is about 24 kg / cm 2 g / 538 ° C in a thermal power plant, whereas that in a nuclear power plant is Pressure / temperature is 65kg / cm
2 g / 280 ° C.), the steam already contains about 0.2 to 0.4% of water at the turbine inlet. If this steam is expanded to the turbine outlet pressure without being separated into moisture, the wetness of the steam at the final stage outlet of the low-pressure turbine will be about 25
Reaches as high as%. If the turbine is operated in this state, not only the erosion of the mobilization due to the moisture in the steam becomes significant, but also the internal efficiency of the turbine is significantly reduced.

【0003】そこで、蒸気の膨張途口で発生する水分を
有効に除去するために、湿分分離器を設置することが行
なわれている。湿分分離器には古くから種々のものがあ
り、例えば、湿り蒸気に回転流を与え、その遠心力で比
重の大きい水分を分離する遠心式、波板式の板間に湿り
蒸気を流すことにより水分のみを波板壁面に付着させる
波板式等がある。
Therefore, in order to effectively remove the water generated during the expansion of steam, a moisture separator is installed. There have been various types of moisture separators since ancient times.For example, by applying a rotary flow to wet steam and separating wet water with a large specific gravity by its centrifugal force, by flowing wet steam between corrugated plates. There is a corrugated plate type in which only water is attached to the wall surface of the corrugated plate.

【0004】また、最近は高圧タービンからの抽気蒸気
や主蒸気を熱源として再加熱し、次段の低圧タービンへ
蒸気を供給するようにした湿分分離再熱量も多用されて
いる。
Further, recently, the amount of reheat of moisture separation, in which the extracted steam from the high-pressure turbine or the main steam is reheated as a heat source to supply the steam to the low-pressure turbine of the next stage, is also frequently used.

【0005】これらの湿分分離器や湿分分離再熱器(こ
れらを区別する必要がないときは単に湿分分離器とい
う。)は、通常、高圧タービンと低圧タービンの中間に
設置されており、湿分分離器により分離された水分(ド
レン)は付属のドレンタンクに貯えられ、給水過熱器や
復水器へ排出される。
The moisture separator and the moisture separator reheater (which are simply referred to as a moisture separator when it is not necessary to distinguish them) are usually installed between the high pressure turbine and the low pressure turbine. The water (drain) separated by the moisture separator is stored in the attached drain tank and discharged to the feed water superheater and the condenser.

【0006】図4は、従来のドレンタンク水位制御装置
を例示する概略系統図で、原子炉(図示せず)からの主
蒸気管1を接続した高圧タービン2は低圧タービン3と
共に発電機4を駆動する。湿分分離器5は上記高圧ター
ビン2と低圧タービン3の中間に設けられており、この
湿分分離器には発生ドレンを貯えるドレンタンク6が設
置されている。
FIG. 4 is a schematic system diagram illustrating a conventional drain tank water level control device. A high pressure turbine 2 to which a main steam pipe 1 from a nuclear reactor (not shown) is connected together with a low pressure turbine 3 and a generator 4. To drive. The moisture separator 5 is provided in the middle of the high pressure turbine 2 and the low pressure turbine 3, and a drain tank 6 for storing the generated drain is installed in the moisture separator 5.

【0007】ドレンタンク6にはタンク内の水位を制御
するため、常用水位検出器7、常用水位調節計8および
常用調節弁9からなる常用制御系が介設され、また、非
常用制御系として非常用水位検出器10、非常用水位調節
計11および非常用調節弁12が介設されている。これらの
制御系は夫々あらかじめ定められた設定水位により制御
される。
In order to control the water level in the drain tank 6, a normal control system consisting of a normal water level detector 7, a normal water level controller 8 and a normal control valve 9 is provided, and also as an emergency control system. An emergency water level detector 10, an emergency water level controller 11 and an emergency control valve 12 are provided. Each of these control systems is controlled by a preset water level.

【0008】また、ドレンタンク6にはドレン管13が接
続され、その下端から二方に分岐した配管の一方は、常
用調節弁9を介して給水加熱器(図示せず)に連結さ
れ、また、他方の配管は非常用調節弁12を介して復水器
(図示せず)へ連結されている。
A drain pipe 13 is connected to the drain tank 6, and one of two pipes branched from the lower end thereof is connected to a feed water heater (not shown) through a regular control valve 9, and The other pipe is connected to a condenser (not shown) via an emergency control valve 12.

【0009】高圧タービン2から送気された水分を含ん
だ蒸気は湿分分離器5にて水分を分離された後、低圧タ
ービン3に送られて再び仕事し、また蒸気から分離され
た水は、ドレンタンク6に入り水位制御される。
Moisture-containing steam sent from the high-pressure turbine 2 is separated in the moisture separator 5 and then sent to the low-pressure turbine 3 to work again, and the water separated from the steam is The water level is controlled by entering the drain tank 6.

【0010】ドレンタンク6の水位制御は、常時は常用
制御系によって行なわれるが、なんらかの原因で、常用
制御系の常用調節弁9を全閉しても水位が上昇して所定
レベルを超えた場合には、非常用制御系が作動して非常
用調節弁12を開け、ドレンを復水器(図示せず)へ流出
させている。
The water level control of the drain tank 6 is always carried out by the normal control system, but for some reason, even if the normal control valve 9 of the normal control system is fully closed, the water level rises and exceeds a predetermined level. The emergency control system is activated to open the emergency control valve 12 to allow the drain to flow to a condenser (not shown).

【0011】[0011]

【発明が解決しようとする課題】ところで、湿分分離器
5のドレンタンク6は高圧タービン2の出口圧力にほぼ
等しく、温度はその圧力の飽和温度となっている。高圧
タービン2の出口圧力はタービン負荷が下がると、それ
と殆ど同時に下降するが、ドレン温度は急には下がら
ず、その結果、圧力降下とドレン温度飽和圧力の差分だ
けドレンは蒸発する。このためドレンは気液二相状態と
なり、体積が増加し、常用調節弁9だけでは流出不能と
なる。その結果、ドレン7水位は非常用制御系水位まで
上昇することになる。
By the way, the drain tank 6 of the moisture separator 5 is almost equal to the outlet pressure of the high-pressure turbine 2, and the temperature is the saturation temperature of the pressure. When the turbine load decreases, the outlet pressure of the high-pressure turbine 2 decreases almost at the same time, but the drain temperature does not decrease suddenly, and as a result, the drain evaporates by the difference between the pressure drop and the drain temperature saturation pressure. For this reason, the drain becomes a gas-liquid two-phase state, the volume increases, and the drain cannot be discharged only by the regular control valve 9. As a result, the drain 7 water level will rise to the emergency control system water level.

【0012】非常用水位調節計11は比例・積分動作機能
を具備しており、常時は実水位が設定水位より低いとこ
ろにあるので、非常用調節弁12には全閉信号が発信さ
れ、全閉状態となっている。また、非常用水位調節計11
の比例・積分機能は常用制御系の異常時に単独にて安定
な制御が可能なように、一般的に比例ゲインは、1.0 以
下、積分時間は長目に調整されている。
The emergency water level controller 11 has a proportional / integral operation function, and since the actual water level is always lower than the set water level, a fully closed signal is sent to the emergency control valve 12, It is closed. In addition, the emergency water level controller 11
The proportional / integral function of is generally adjusted so that the proportional gain is 1.0 or less and the integration time is long so that stable control can be performed independently when the normal control system is abnormal.

【0013】この状態で実水位が設定水位より上昇した
場合、非常用調節弁12を水位上昇に見合った開度まで動
かすにはかなりの時間を要するため、その間に水位はさ
らに上昇する。
When the actual water level rises above the set water level in this state, it takes a considerable amount of time to move the emergency control valve 12 to an opening degree commensurate with the water level rise, so that the water level further rises during that time.

【0014】この異常水位上昇が所定のレベルを越える
とタービンをトリップし、原子炉をスクラムさせる為の
インターロックが作動し、プラントを停止させる。
When this abnormal rise in water level exceeds a predetermined level, the turbine is tripped, the interlock for scramming the reactor is activated, and the plant is stopped.

【0015】しかしながら、原子力発電プラントにおい
て原子炉スクラムでは異常事態であり、その影響は広範
囲に及ぶので、極力避けなければならない。従ってドレ
ンタンクの水位が異常にならないよう制御する必要があ
るが、前述のように従来の制御装置ではこれに満足に対
応することができなかった。
However, an abnormal situation occurs in a nuclear reactor scrum in a nuclear power plant, and its influence has a wide range, so it must be avoided as much as possible. Therefore, it is necessary to control so that the water level in the drain tank does not become abnormal, but as described above, the conventional control device could not satisfactorily cope with this.

【0016】本発明は、上記系統に微してなされたもの
であって、水位上昇時には非常用制御系を速やかに作動
させ、ドレンを復水器へ流出させて水位の異常上昇を防
止し、かつ非常用調節弁急開後の水位の急下降をも防止
し、安定なレベル制御が可能なドレンタンク水位制御装
置を提供することを目的とする。
The present invention has been made by subtly modifying the above system. When the water level rises, the emergency control system is promptly activated to drain the drain to the condenser to prevent an abnormal rise in the water level. Moreover, it is an object of the present invention to provide a drain tank water level control device capable of preventing a sharp drop in water level after the emergency control valve is opened suddenly and performing stable level control.

【0017】[0017]

【課題を解決するための手段】本発明にかかるドレンタ
ンク水位制御装置は、湿分分離器または湿分分離再熱器
で分離された水分を貯えるドレンタンクと、このドレン
タンク内の水位変化率を検出する常用水位検出器および
非常用水位検出器と、前記ドレンタンク内の水を排出す
る常用水位系および非常用水位系配管に介挿され、常用
水位調節計または制御演算器からの信号によって制御さ
れる常用調節弁、非常用調節弁と、前記非常用水位検出
器からの信号を微分する変化率演算器と、この変化率演
算器の出力に基いて切換信号を出力する設定器と、この
設定器からの信号により演算モードを選択し、非常用調
節弁を開閉させる制御演算器とを具備することを特徴と
する。
SUMMARY OF THE INVENTION A drain tank water level control device according to the present invention is a drain tank for storing water separated by a moisture separator or a moisture separation reheater, and a rate of change of water level in the drain tank. The normal water level detector and the emergency water level detector that detect the, and the normal water level system and the emergency water level system piping that discharges the water in the drain tank are inserted by the signal from the normal water level controller or control calculator. A controlled control valve to be controlled, an emergency control valve, a change rate calculator that differentiates the signal from the emergency water level detector, and a setting device that outputs a switching signal based on the output of this change rate calculator, A control arithmetic unit for selecting an arithmetic mode in accordance with a signal from the setting unit and opening and closing the emergency control valve is provided.

【0018】[0018]

【作用】従来、この種装置において、実水位が設定水位
より上昇した場合、実水位が設定水位に収歛するには、
比較的時間を要しているが、この原因は従来の非常用水
位調節計が比例・積分機能しか有していないことによる
ものであった。
In the conventional apparatus of this type, when the actual water level rises above the set water level, the actual water level should converge to the set water level.
Although it takes a relatively long time, the cause of this is that the conventional emergency water level controller has only a proportional / integral function.

【0019】本発明は、かかる点に着目したものであっ
て、演算部には実水位の上昇を時間に対する変化率の要
素を加える一方、運転モードとして実水位上昇時と実水
位下降時とが自在に使いわけられるように制御演算器を
設けたものである。
The present invention focuses on such a point. While adding the element of the rate of change of the actual water level to the arithmetic unit to the increase in the actual water level, the operating modes are set to the actual water level rising time and the actual water level falling time. A control calculator is provided so that it can be used as desired.

【0020】したがって、本発明によれば、実水位上昇
時、または実水位下降時、実水位は設定水位に対し、従
来よりも一段と速く収歛させることができる。
Therefore, according to the present invention, when the actual water level rises or when the actual water level falls, the actual water level can be made to converge to the set water level much faster than before.

【0021】[0021]

【実施例】以下、図面を参照して本発明の一実施例を説
明する。なお、図1中、図4における同一部分には同一
の符号を付し、重複を避けるため説明は省略する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. In FIG. 1, the same parts in FIG. 4 are designated by the same reference numerals, and the description thereof will be omitted to avoid duplication.

【0022】図1と図4を対比すれば明らかなように、
本発明にかかるドレンタンク水位制御装置は、非常用水
位調節計11に替えて制御演算器16を使用すると共に、非
常用水位検出器10の出力を変化率演算器(微分器)14で
微分演算した後、設定器15を通して制御演算器16の制御
端子に入力するよう構成したことを特徴とするものであ
る。
As can be seen by comparing FIGS. 1 and 4,
The drain tank water level control device according to the present invention uses the control calculator 16 instead of the emergency water level controller 11, and differentiates the output of the emergency water level detector 10 with the change rate calculator (differentiator) 14. After that, the configuration is such that it is inputted to the control terminal of the control calculator 16 through the setting device 15.

【0023】上述のドレンタンク水位制御装置におい
て、非常用水位検出器10の出力は変化率演算器14によっ
て一階微分され、水位の正方向・負方向の変化率を演算
される。
In the above-described drain tank water level control device, the output of the emergency water level detector 10 is first-order differentiated by the change rate calculator 14 to calculate the change rate of the water level in the positive and negative directions.

【0024】次に、この変化率は設定器15に入力され、
水位の動向を把握される、この動作を図2を参照して説
明する。
Next, this rate of change is input to the setter 15,
This operation for grasping the trend of the water level will be described with reference to FIG.

【0025】設定器15は水位入力信号を微分演算により
一階微分し、その結果を設定器15に向けて出力する。こ
の出力は設定器15内において設定器“HH”15a、
“H”15b、“LL”15c、“L”15dにより水位状態
を把握される。各設定器15a〜15dの設定値は水位上昇
方向では“HH”>“H”、水位降下方向では“LL”
>“L”となるように設定されており、水位条件により
“A”または“B”の条件信号を出力する。
The setter 15 first-order differentiates the water level input signal by a differential operation, and outputs the result to the setter 15. This output is the setting device "HH" 15a in the setting device 15,
The water level can be grasped by "H" 15b, "LL" 15c, and "L" 15d. The set values of the setters 15a to 15d are "HH">"H" in the water level rising direction and "LL" in the water level falling direction.
> L is set, and the condition signal of "A" or "B" is output depending on the water level condition.

【0026】この条件信号“A”、“B”により図1の
制御演算器16は図3に示す組合せに応じて演算モードを
選びだす。
By the condition signals "A" and "B", the control calculator 16 of FIG. 1 selects a calculation mode according to the combination shown in FIG.

【0027】各演算モーダは、この実施例では3種類あ
り、水位の上昇率/下降率により選定される。すなわ
ち、通常運転時にはドレンは気液二相状態ではなく、水
位の異常な上昇/下降はないので、変化率演算器14およ
び設定器15a〜15dは動作せず、水位条件“A”、
“B”はOFF状態となる。この場合、通常演算モード
である(比例+積分)の制御信号を出力する。
There are three types of calculation modes in this embodiment, and they are selected according to the rate of rise / fall of the water level. That is, during normal operation, the drain is not in a gas-liquid two-phase state and there is no abnormal rise / fall of the water level, so the change rate calculator 14 and the setters 15a to 15d do not operate, and the water level condition "A",
"B" is turned off. In this case, the control signal of (proportion + integration) in the normal calculation mode is output.

【0028】また、負荷変化率の圧力変化にともなって
発生するドレン蒸発による水位上昇時は、変化率演算器
14と各設定器15a〜15dにより、水位条件は“A”O
N、“B”OFFとなり、演算モードは通常演算モード
より水位上昇時、演算モードに切替わる。この水位上昇
時モードは水位上昇を押えることを主目的としているた
め、単に比率演算(K1 )としている。
In addition, when the water level rises due to drain evaporation that occurs with the pressure change of the load change rate, the change rate calculator
The water level condition is "A" O by 14 and each setter 15a-15d
N and "B" are turned off, and the calculation mode is switched to the calculation mode when the water level rises from the normal calculation mode. Since the main purpose of this water level rising mode is to suppress the water level rising, it is simply calculated as a ratio (K 1 ).

【0029】この演算動作により非常用調節弁12を急開
し、水位上昇は抑制される。この時、非常用調節弁12は
全開状態にまで達しており、ドレンタンク水位は下降し
はじめ、その速度は早くなる。これは、ドレン状態が気
液二相状態より液相状態に戻っており、ドレンの容積流
量が下がり、かつ調節弁開度が全開状態になっているた
めである。
By this arithmetic operation, the emergency control valve 12 is suddenly opened and the rise in water level is suppressed. At this time, the emergency control valve 12 has reached the fully opened state, the drain tank water level starts to drop, and the speed thereof increases. This is because the drain state has returned from the gas-liquid two-phase state to the liquid phase state, the volume flow rate of the drain has decreased, and the control valve opening has been fully opened.

【0030】また、水位の下降時には、水位上昇時にお
けると同様に変化率演算器14および各設定器15a〜15d
により、水位条件は“A”OFF、“B”ON状態とな
り、演算モードは水位上昇時演算モードから水位下降時
演算モードに切替わる。水位下降時演算モードも水位下
降を押えることを目的としているため、単に比率演算
(K2 )としている。本発明にかかるドレンタンク水位
制御装置では上述の各演算モードにより非常用調節弁12
を作動させ、ドレンタンク水位を制御している。
Further, when the water level is falling, the change rate calculator 14 and the setting devices 15a to 15d are the same as when the water level is rising.
Thus, the water level condition becomes "A" OFF and "B" ON state, and the calculation mode is switched from the water level rising calculation mode to the water level falling calculation mode. Since the calculation mode for lowering the water level is also intended to suppress the lowering of the water level, it is simply calculated as a ratio (K 2 ). In the drain tank water level control device according to the present invention, the emergency control valve 12 is operated by the above-mentioned calculation modes.
To control the drain tank water level.

【0031】その結果、ドレンタンク水位は器内圧力変
化によるドレン蒸発時の水位上昇やその後の水位下降、
あるいは通常運転時における各々相反した制御目的を達
成することができ、安定なレベル制御を行うことが可能
となる。
As a result, the drain tank water level rises during drain evaporation due to the pressure change in the vessel and the subsequent water level fall,
Alternatively, contradictory control purposes during normal operation can be achieved, and stable level control can be performed.

【0032】なお、以上の説明では水位上昇を実水位自
体の検出にて行っている例につき説明したが、本発明は
これに限定されるものではなく、水位検出器は、器内圧
力の変化率やタービン負荷変化率を検出するものとして
も同様の効果がある。
In the above description, an example in which the water level is raised by detecting the actual water level itself has been described. However, the present invention is not limited to this, and the water level detector can change the pressure inside the vessel. The same effect can be obtained by detecting the rate or turbine load change rate.

【0033】[0033]

【発明の効果】上述のごとく本発明によれば、ドレンタ
ンク水位を安定して制御でき、ドレンタンク水位の異常
上昇に伴う原子炉のスクラムを回避できるので、原子力
発電プラントの安定性、経済性を大幅に向上させること
ができる。
As described above, according to the present invention, the drain tank water level can be controlled stably and the scram of the reactor due to the abnormal rise of the drain tank water level can be avoided. Therefore, the stability and economic efficiency of the nuclear power plant can be improved. Can be significantly improved.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明にかかるドレンタンク水位制御装置の一
実施例を示す概略系統図。
FIG. 1 is a schematic system diagram showing an embodiment of a drain tank water level control device according to the present invention.

【図2】設定器の機能を説明する概略図。FIG. 2 is a schematic diagram illustrating the function of a setting device.

【図3】設定器の作動を例示する説明図。FIG. 3 is an explanatory diagram illustrating the operation of a setting device.

【図4】従来のドレンタンク水位制御装置の一例を示す
概略系統図。
FIG. 4 is a schematic system diagram showing an example of a conventional drain tank water level control device.

【符号の説明】[Explanation of symbols]

1…主蒸気管 2…高圧タービン 3…低圧タービン 4…発電機 5…湿分分離器 6…ドレンタンク 7…常用水位検出器 8…常用水位調節計 9…常用調節弁 10…非常用水位検出器 11…非常用水位調節計 12…非常用調節弁 13…ドレン管 14…変化率演算器 15…設定器 16…制御演算器 1 ... Main steam pipe 2 ... High pressure turbine 3 ... Low pressure turbine 4 ... Generator 5 ... Moisture separator 6 ... Drain tank 7 ... Regular water level detector 8 ... Regular water level controller 9 ... Regular control valve 10 ... Emergency water level detection Device 11 ... Emergency water level controller 12 ... Emergency control valve 13 ... Drain pipe 14 ... Change rate calculator 15 ... Setting device 16 ... Control calculator

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 原子力発電プラントにおいて、湿分分離
器または湿分分離再熱器で分離された水分を貯えるドレ
ンタンクと、このドレンタンク内の水位変化率を検出す
る常用水位検出器および非常用水位検出器と、前記ドレ
ンタンク内の水を排出する常用水位系配管および非常用
水位系配管に介挿され、常用水位調節計または制御演算
器からの信号によって制御される常用調節弁および非常
用調節弁と、前記非常用水位検出器からの信号を微分す
る変化率演算器と、この変化率演算器の出力に基いて切
換信号を出力する設定器と、この設定器からの信号によ
り演算モードを選択し、非常用調節弁を開閉させる制御
演算器とを具備することを特徴とするドレンタンク水位
制御装置。
1. In a nuclear power plant, a drain tank for storing water separated by a moisture separator or a moisture separation reheater, a normal water level detector for detecting a water level change rate in the drain tank, and an emergency water. Position detector and a normal control valve and an emergency control valve which are inserted in the normal water level system pipe and the emergency water level system pipe for discharging the water in the drain tank, and which are controlled by signals from the normal water level controller or control calculator. A control valve, a change rate calculator that differentiates the signal from the emergency water level detector, a setter that outputs a switching signal based on the output of this change rate calculator, and a calculation mode based on the signal from this setter. And a control calculator that opens and closes the emergency control valve, and a drain tank water level control device.
JP3348665A 1991-12-06 1991-12-06 Drain tank water level control device Expired - Lifetime JP2544050B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3348665A JP2544050B2 (en) 1991-12-06 1991-12-06 Drain tank water level control device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3348665A JP2544050B2 (en) 1991-12-06 1991-12-06 Drain tank water level control device

Publications (2)

Publication Number Publication Date
JPH05223206A true JPH05223206A (en) 1993-08-31
JP2544050B2 JP2544050B2 (en) 1996-10-16

Family

ID=18398538

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3348665A Expired - Lifetime JP2544050B2 (en) 1991-12-06 1991-12-06 Drain tank water level control device

Country Status (1)

Country Link
JP (1) JP2544050B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20210108765A (en) * 2020-02-26 2021-09-03 한국수력원자력 주식회사 Water collect system and method for the same

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56124704U (en) * 1980-02-21 1981-09-22

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56124704U (en) * 1980-02-21 1981-09-22

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20210108765A (en) * 2020-02-26 2021-09-03 한국수력원자력 주식회사 Water collect system and method for the same

Also Published As

Publication number Publication date
JP2544050B2 (en) 1996-10-16

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