JPH0634104A - Water quality controller - Google Patents

Water quality controller

Info

Publication number
JPH0634104A
JPH0634104A JP19390392A JP19390392A JPH0634104A JP H0634104 A JPH0634104 A JP H0634104A JP 19390392 A JP19390392 A JP 19390392A JP 19390392 A JP19390392 A JP 19390392A JP H0634104 A JPH0634104 A JP H0634104A
Authority
JP
Japan
Prior art keywords
deaerator
oxygen
condensate
temperature
load
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
JP19390392A
Other languages
Japanese (ja)
Other versions
JP2718858B2 (en
Inventor
Akira Takahashi
晃 高橋
Hiromitsu Sato
博光 佐藤
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
Toshiba Corp
Original Assignee
Toshiba Engineering Corp
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 Engineering Corp, Toshiba Corp filed Critical Toshiba Engineering Corp
Priority to JP4193903A priority Critical patent/JP2718858B2/en
Publication of JPH0634104A publication Critical patent/JPH0634104A/en
Application granted granted Critical
Publication of JP2718858B2 publication Critical patent/JP2718858B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

(57)【要約】 【目的】本発明は、プラント負荷変化時に発生する脱気
器器内での高濃度酸素の給水への拡散・溶け込みを防止
し、安定した水質調整が可能な水質調整装置を提供する
ことにある。 【構成】本発明は、発電プラント等における復水・給水
系統の水質調整装置において、酸素を注入した復水が流
入する脱気器器内圧力を検出する圧力検出器と、前記脱
気器へ流入する復水の温度を検出する温度検出器と、プ
ラント負荷降下による圧力低下率または負荷に対する温
度設定値と比較する開閉演算器と、前記開閉演算器の出
力信号により前記脱気器器内に滞留している高濃度の酸
素を排出する自動調整弁とから構成されているので、負
荷降下に伴い脱気器器内圧力が所定の圧力低下率以上と
なった場合、脱気器ベント弁の自動調節弁を開動作させ
て高濃度酸素を大気中へ放出し、また、負荷相当の復水
温度プラスバイアス温度以上となったならば脱気器ベン
ト弁の自動調節弁を開動作させて給水中の酸素濃度を適
正に保つ。
(57) [Summary] [Object] The present invention is a water quality adjusting device capable of preventing water from diffusing and dissolving high-concentration oxygen in a deaerator that occurs when a plant load changes and enabling stable water quality adjustment. To provide. [Structure] The present invention relates to a water quality adjusting device for a condensate / water supply system in a power plant or the like, and a pressure detector for detecting the internal pressure of a deaerator into which oxygen-injected condensate flows, and to the deaerator. A temperature detector that detects the temperature of the condensate that flows in, a switching calculator that compares the pressure drop rate due to a plant load drop or a temperature set value for the load, and an output signal of the switching calculator to output the deaerator into the deaerator. Since it is composed of an automatic adjustment valve that discharges the high concentration of accumulated oxygen, if the deaerator internal pressure exceeds a prescribed pressure drop rate due to a load decrease, the deaerator vent valve When the automatic control valve is opened to release high-concentration oxygen to the atmosphere, and when the condensate temperature corresponding to the load plus the bias temperature is exceeded, the automatic control valve of the deaerator vent valve is opened to supply water. Keep the oxygen concentration inside properly.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は発電プラント等における
復水・給水系統の水質調整装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water quality adjusting device for a condensate / water supply system in a power plant or the like.

【0002】[0002]

【従来の技術】我国の火力発電所等においては、系統内
復水・給水・ボイラ水及び蒸気の水質の調節処理を行い
系統内の腐食を最低にするとともにボイラ水管・蒸気管
及び給水ポンプ吸込みストレーナへのスケール付着防止
を図ってきた。ボイラ型式が貫流タイプの場合では、復
水・給水系統内にアンモニア(NH3 ),ヒドラジン
(N2 4 )の揮発性薬品を注入する揮発性物質処理
(以下AVT法と称する)を行い、pH値を9〜9.5
及び脱酸素となるように制御している。
2. Description of the Related Art At a thermal power plant in Japan, the water quality of condensate / supply water / boiler water and steam is adjusted to minimize corrosion in the system, and the boiler water pipe / steam pipe and water pump intake We have tried to prevent the scale from sticking to the strainer. When the boiler type is a once-through type, volatile substance treatment (hereinafter referred to as the AVT method) is performed by injecting volatile chemicals of ammonia (NH 3 ) and hydrazine (N 2 H 4 ) into the condensate / water supply system, pH value from 9 to 9.5
And deoxidation is controlled.

【0003】しかしながら、上記AVT法において、よ
り高い防食効果を得るには高いアンモニア濃度(pH>
9.4)を必要とするが、これはプラント内のアンモニ
ア濃縮部(例えば、復水器の空気冷却部等)において、
アンモニアによる損傷(アンモニアアタック)が発生す
るため高濃度アンモニアによる防食対策は行えなかっ
た。
However, in the above AVT method, in order to obtain a higher anticorrosion effect, a high ammonia concentration (pH>
9.4), which is required in the ammonia concentrating section in the plant (eg, condenser air cooling section, etc.)
Since damage due to ammonia (ammonia attack) occurs, anticorrosion measures cannot be taken with high-concentration ammonia.

【0004】この結果、還元剤であるヒドラジンにより
プラント内の炭素鋼より鉄が復水・給水系へ溶出し、ボ
イラ水管・蒸気管及び給水ポンプ吸込みストレーナ等に
付着し、経年的にその厚みを増すことになる。このため
この付着した鉄酸化物を適切な時に除去しなければなら
ずプラント運用計画上大きな支障となっていた。また、
この除去を行わないと給水ポンプの過負荷運転、ボイラ
ーチューブの亀裂を招く等のおそれがあった。
As a result, iron is leached from the carbon steel in the plant into the condensate / water supply system by hydrazine, which is a reducing agent, and adheres to the boiler water pipe / steam pipe and the feed water pump suction strainer, etc. Will increase. For this reason, the attached iron oxide must be removed at an appropriate time, which is a great obstacle to the plant operation plan. Also,
Without this removal, there was a risk of overload operation of the water supply pump and cracks in the boiler tube.

【0005】上述した従来のAVT法の欠点を改善する
ため、復水・給水系へアンモニア(NH3 )と酸素(O
2 )を注入する複合中性水処理(以下、CWT法と称す
る)の実施が段階的に行われている。このCWT法によ
ると、復水・給水系内に従来の強アルカリから弱アルカ
リとし、かつ酸素を注入することによりボイラ水管・蒸
気管及び給水ポンプ吸込みストレーナへの鉄酸化物の付
着を大幅に低減することができる。
In order to improve the above-mentioned drawbacks of the conventional AVT method, ammonia (NH 3 ) and oxygen (O) are added to the condensate / feed water system.
2 ) Injecting complex neutral water treatment (hereinafter referred to as CWT method) is being carried out stepwise. According to this CWT method, by changing the conventional strong alkali to weak alkali in the condensate / water supply system and by injecting oxygen, the adhesion of iron oxide to the boiler water pipe / steam pipe and the feed water pump suction strainer is greatly reduced. can do.

【0006】このような従来の水質調整装置を図6の系
統図を参照して説明する。同図において、復水器1に集
められたタービン排気蒸気及びヒータドレン(いずれも
図示せず)は、海水を冷却水とする循環水と熱交換され
復水化した後、復水ポンプ2により復水脱塩装置3に送
水される。この復水脱塩装置3(以下コンデミと称す
る)では、復水中の酸化鉄等の懸濁固形物や塩素イオン
等の溶解固形物を除去した後、復水昇圧ポンプ4により
低圧給水加熱器5により加熱されて脱気器6へ送水され
る。脱気器6へ送水された復水は高圧ヒータドレン(図
示せず)とともに給水ポンプ7へ送られ高圧給水加熱器
8で加熱されて節炭器9を通過し、ボイラ10へ送水さ
れる。
Such a conventional water quality adjusting device will be described with reference to the system diagram of FIG. In the figure, the turbine exhaust steam and the heater drain (both not shown) collected in the condenser 1 are heat-exchanged with circulating water using seawater as cooling water to be condensed, and then are condensed by the condensate pump 2. Water is sent to the water desalination device 3. In this condensate demineralizer 3 (hereinafter referred to as “condemi”), after removing suspended solids such as iron oxides and dissolved solids such as chlorine ions in the condensate, the low pressure feed water heater 5 is heated by the condensate booster pump 4. Is heated by the water and sent to the deaerator 6. The condensate sent to the deaerator 6 is sent to a water supply pump 7 together with a high-pressure heater drain (not shown), is heated by a high-pressure feed water heater 8, passes through a economizer 9, and is sent to the boiler 10.

【0007】一方、水質調整(酸素注入)は復水系,給
水系各々に設置されている。復水系はコンデミ3の出口
側より酸素O2 を注入し、給水系は脱気器6の出口側よ
り酸素O2 を注入している。
On the other hand, water quality adjustment (oxygen injection) is installed in each of the condensate system and the water supply system. Condensate system is the oxygen O 2 is injected from the outlet side of the Kondemi 3, the water supply system is implanting oxygen O 2 from the outlet side of the deaerator 6.

【0008】次に、水質調整の制御方法を図7の復水・
給水系への酸素注入系統図を参照して説明する。復水系
は節炭器9入口の酸素濃度13と脱気器6入口の復水流
量21及びコンデミ3入口の酸素注入量22を酸素注入
演算器23に入力して、この演算器23の出力により注
入弁24の開度を制御し復水系への酸素濃度をキープし
ている。一方、給水系は同様に節炭器9入口の酸素濃度
13と節炭器9入口の給水流量25及び脱気器6出口の
酸素注入量26とにより酸素注入演算器27を介し注入
弁28の開度を制御し給水系への酸素濃度をキープして
いる。また、CWT法によるプラント運用時は系統内の
酸素放出を防止するため脱気器ベント弁(図示しない)
は全閉としている。
Next, the control method for water quality adjustment will be described with reference to FIG.
An explanation will be given with reference to a system diagram of oxygen injection into the water supply system. The condensate system inputs the oxygen concentration 13 at the inlet of the economizer 9, the condensate flow rate 21 at the inlet of the deaerator 6 and the oxygen injection amount 22 at the inlet of the condemi 3 to the oxygen injection calculator 23, and the output of this calculator 23 The opening of the injection valve 24 is controlled to keep the oxygen concentration in the condensate system. On the other hand, in the water supply system, similarly, the oxygen concentration 13 at the inlet of the economizer 9, the feed water flow rate 25 at the inlet of the economizer 9 and the oxygen injection amount 26 at the outlet of the deaerator 6 are used to operate the injection valve 28 via the oxygen injection calculator 27. The opening is controlled to keep the oxygen concentration in the water supply system. In addition, a deaerator vent valve (not shown) to prevent oxygen release in the system during plant operation by the CWT method
Is fully closed.

【0009】上記したような系統構成にてCWT法によ
る運用を行った場合の脱気器器内における流入する復水
及びコンデミ出口で注入溶解した酸素の挙動を図8及び
図9により説明する。
The behavior of the condensate flowing in the deaerator and the oxygen injected and dissolved at the condemi outlet when the CWT method is operated in the above system configuration will be described with reference to FIGS. 8 and 9.

【0010】図8において、高負荷時酸素を含んだ復水
は脱気器器内の分配トレイ,脱気トレイを落下する間に
加熱蒸気と接触し酸素を放出して貯水タンクに溜められ
る。ここで放出された酸素は、脱気器上部に不凝縮ガス
として滞留し高濃度状態となっている。これは脱気器内
部の蒸気の上昇流と器内圧力に影響される。
In FIG. 8, the condensate containing oxygen under high load contacts the heated steam while dropping the distribution tray and the degassing tray in the deaerator and releases oxygen to be stored in the water storage tank. The oxygen released here stays in the upper part of the deaerator as a non-condensed gas and is in a high concentration state. This is affected by the upward flow of steam inside the deaerator and the pressure inside the vessel.

【0011】ところで、酸素の溶解度は温度の影響を大
きく受け、温度が下がる程溶解度が上昇することは一般
的に知られている。したがって、その後の負荷降下に伴
い脱気器器内の圧力が低下すると、脱気器上部に滞留し
ていた高濃度の酸素が脱気トレイ部まで拡がり、かつ復
水温度も低下しているため脱気器器内が熱バランス的に
平衡状態(復水がその負荷の飽和温度となるまで)とな
るまで給水中に溶け込みので、図9に示すように、酸素
濃度の高いピーク値を示すことになる。
By the way, it is generally known that the solubility of oxygen is greatly affected by temperature, and the solubility increases as the temperature decreases. Therefore, when the pressure inside the deaerator decreases with the subsequent load drop, the high-concentration oxygen retained in the upper part of the deaerator spreads to the deaeration tray part, and the condensate temperature also decreases. As it dissolves in the feed water until the deaerator is in a heat balance equilibrium state (until the condensate reaches the saturation temperature of its load), it should show a peak value of oxygen concentration as shown in Fig. 9. become.

【0012】[0012]

【発明が解決しようとする課題】CWT法では、上記し
たように、負荷降下時、脱気器上部に滞留していた高濃
度の酸素が器内圧力低下に伴い拡散、体積膨脹しかつ流
入復水温度の低下とともに給水中に溶け込み、高いピー
ク値を示し、しかも長い場合は数時間継続する。これは
給水系統内の停滞部において酸素濃度が高くなり、その
部分での腐食発生の要因となる。このため酸素濃度が高
いピーク値を示した場合、その都度手動にて脱気器ベン
ト弁を開操作し酸素を大気放出しなくてはならず、日々
の負荷変化が激しいプラント運用では非常に繁雑になる
という問題がある。
In the CWT method, as described above, when the load is lowered, the high-concentration oxygen retained in the upper part of the deaerator diffuses, expands in volume and inflows back and forth when the internal pressure drops. It melts into the water supply as the water temperature decreases and shows a high peak value. This increases the oxygen concentration in the stagnant part of the water supply system and causes corrosion in that part. Therefore, when the oxygen concentration shows a high peak value, the deaerator vent valve must be manually opened each time to release oxygen to the atmosphere, which is very complicated in plant operation where daily load changes are severe. There is a problem that becomes.

【0013】本発明は上記問題を解決するためになされ
たもので、その目的はプラント負荷変化時に発生する脱
気器器内での高濃度酸素の給水への拡散・溶け込みを防
止し、安定した水質調整が可能な水質調整装置を提供す
ることにある。
The present invention has been made to solve the above problems, and its purpose is to prevent diffusion and dissolution of high-concentration oxygen in feed water in a deaerator, which occurs when the load on a plant changes, and stabilize the operation. An object is to provide a water quality adjusting device capable of adjusting water quality.

【0014】[0014]

【課題を解決するための手段】上記目的を達成するため
に、本発明は、発電プラント等における復水・給水系統
の水質調整装置において、酸素を注入した復水が流入す
る脱気器器内圧力を検出する圧力検出器と、前記脱気器
へ流入する復水の温度を検出する温度検出器と、プラン
ト負荷降下による圧力低下率または負荷に対する温度設
定値と比較する開閉演算器と、前記開閉演算器の出力信
号により前記脱気器器内に滞留している高濃度の酸素を
排出する自動調整弁とから構成されたことを特徴とす
る。
In order to achieve the above object, the present invention provides a water quality adjusting device for a condensate / water supply system in a power plant or the like, in which a condensate infused with oxygen flows into a deaerator. A pressure detector for detecting the pressure, a temperature detector for detecting the temperature of the condensate flowing into the deaerator, an opening / closing calculator for comparing the pressure drop rate due to the plant load drop or a temperature set value for the load, and It is characterized by comprising an automatic adjustment valve for discharging the high concentration of oxygen accumulated in the deaerator according to the output signal of the opening / closing calculator.

【0015】[0015]

【作用】負荷降下に伴い脱気器器内圧力が低下し、脱気
器器内に滞留していた酸素の体積膨脹による圧力低下率
をとらえ、所定の圧力低下率以上となった場合、脱気器
ベント弁の自動調節弁を開動作させ、脱気器上部に滞留
している高濃度酸素を大気中へ放出し、給水系への溶け
込みを減少させ、給水中の酸素濃度を適正に保つ。ま
た、負荷相当の復水温度プラスバイアス温度以上となっ
たならば脱気器ベント弁の自動調節弁を開動作させて給
水中の酸素濃度を適正に保つ。
[Function] The pressure inside the deaerator decreases as the load decreases, and the rate of pressure decrease due to the volume expansion of oxygen retained in the deaerator is detected. Open the automatic control valve of the ventilator vent valve to release the high-concentration oxygen retained in the upper part of the deaerator to the atmosphere, reduce the dissolution into the water supply system, and maintain the oxygen concentration in the water supply properly. . If the condensate temperature equivalent to the load plus the bias temperature is exceeded, the deaerator vent valve automatic control valve is opened to maintain an appropriate oxygen concentration in the feed water.

【0016】[0016]

【実施例】以下、本発明の実施例を図を参照して説明す
る。図1は本発明の一実施例の発電プラントにおける復
水・給水系統の水質調整装置の系統図である。なお、既
に説明した図6と同一部分には同一符号を付してその説
明は省略する。
Embodiments of the present invention will now be described with reference to the drawings. FIG. 1 is a system diagram of a water quality adjusting device for a condensate / water supply system in a power plant according to an embodiment of the present invention. The same parts as those in FIG. 6 already described are designated by the same reference numerals and the description thereof will be omitted.

【0017】図1において、脱気器6へ流入する復水の
温度を検出する復水温度検出器12の検出信号と、脱気
器6の圧力を検出する圧力検出器13の検出信号を変化
率演算器14を介し開閉演算器17へ入力する。開閉演
算器17では、負荷信号16により設定値α,βの信号
を演算する設定値演算器15からの信号α,βにより脱
気器6に充満した酸素を排出する調節弁11を開閉させ
る信号を出力する。
In FIG. 1, the detection signal of the condensate temperature detector 12 for detecting the temperature of the condensate flowing into the deaerator 6 and the detection signal of the pressure detector 13 for detecting the pressure of the deaerator 6 are changed. Input to the switching calculator 17 via the rate calculator 14. In the opening / closing calculator 17, a signal for opening / closing the control valve 11 for discharging the oxygen filled in the deaerator 6 by the signals α, β from the set value calculator 15 for calculating the signals of the set values α, β by the load signal 16. Is output.

【0018】設定値演算器15の詳細ブロックを図2に
示す。同図において、負荷信号16により予めヒートバ
ランスによって定められている脱気器へ流入する負荷相
当の復水温度のヒートバランスグラフ20からリセット
用信号βを出力する。また、バイアスグラフ21には負
荷信号16により復水温度遅れを負荷によって考慮した
バイアス値がインプットされており、そのバイアス信号
とβ信号を加算器22で加算して弁開動作用設定温度信
号αを出力する。
A detailed block diagram of the set value calculator 15 is shown in FIG. In the figure, the reset signal β is output from the heat balance graph 20 of the condensate temperature corresponding to the load flowing into the deaerator which is previously determined by the heat balance by the load signal 16. A bias value considering the condensate temperature delay by the load is input to the bias graph 21 by the load signal 16, and the bias signal and the β signal are added by the adder 22 to obtain the set temperature signal α for valve opening operation. Output.

【0019】開閉演算器17の詳細ブロックを図3に示
す。同図において、復水温度検出器12の温度信号Tが
バイアス値を加味した設定温度値α℃以上となった場合
に、自己保持回路をもちながら調節弁11を開動作させ
る。その後、負荷安定に伴い復水温度信号Tはヒートバ
ランスベースの設定温度値β℃以下になるまで調節弁1
1の開状態を継続し、脱気器6内に充満した酸素が給水
への溶け込む前に排出させる。
A detailed block diagram of the opening / closing calculator 17 is shown in FIG. In the figure, when the temperature signal T of the condensate temperature detector 12 becomes equal to or higher than the set temperature value α ° C. in which the bias value is added, the control valve 11 is opened while having the self-holding circuit. After that, as the load stabilizes, the condensate temperature signal T becomes less than the set temperature value β ° C of the heat balance base until the control valve 1
The open state of 1 is continued, and the oxygen filled in the deaerator 6 is discharged before the oxygen dissolves into the water supply.

【0020】さらに、本実施例では酸素を排出させる機
能を圧力によってももたせており、脱気器圧力変化率演
算器14の出力信号Pが所定の圧力変化率γ1 以上に一
度達すると、前記の温度信号と同様に調節弁11を開動
作させ、圧力変化率がγ2 以下になったら閉動作させ
る。
Further, in this embodiment, the function of discharging oxygen is also provided by pressure, and once the output signal P of the deaerator pressure change rate calculator 14 reaches a predetermined pressure change rate γ 1 or more, The control valve 11 is opened in the same manner as the temperature signal of 1, and closed when the pressure change rate becomes γ 2 or less.

【0021】上記した調節弁11の開閉動作により、負
荷降下に伴って体積の膨脹する酸素を負荷降下による圧
力低下率によってとらえ大気へ排出したり、温度の低下
に伴って酸素の給水への溶け込みが増大する前に高濃度
酸素を排出することが可能となる。
By the opening / closing operation of the control valve 11 described above, oxygen that expands in volume as the load drops is detected by the pressure drop rate due to the load drop, and is discharged to the atmosphere, or as the temperature drops, the oxygen dissolves into the water supply. It becomes possible to discharge high-concentration oxygen before the increase.

【0022】図4は本発明の他の実施例の系統図であ
り、本実施例が図1の実施例と相違する構成は、設定値
演算器15を省略し、復水温度検出器12の温度信号を
温度変化率演算器18を介して開閉演算器17aへ入力
するようにした構成である。その他の構成は同一である
ので、同一部分には同一符号を付してその説明は省略す
る。
FIG. 4 is a system diagram of another embodiment of the present invention. The configuration of this embodiment different from the embodiment of FIG. 1 omits the set value calculator 15 and omits the condensate temperature detector 12. The temperature signal is input to the switching calculator 17a via the temperature change rate calculator 18. Since other configurations are the same, the same reference numerals are given to the same portions and the description thereof will be omitted.

【0023】図5は図4の開閉演算器17aのブロック
図である。同図において、温度変化率演算器18の温度
信号Tは所定の温度変化率δ1 以上に一度達すると、調
節弁11を開動作させ、温度変化率がδ2 以下になった
ら閉動作させる。
FIG. 5 is a block diagram of the opening / closing calculator 17a shown in FIG. In the figure, once the temperature signal T of the temperature change rate calculator 18 reaches a predetermined temperature change rate δ 1 or more, the control valve 11 is opened and closed when the temperature change rate becomes δ 2 or less.

【0024】また、酸素を排出させる機能を圧力によっ
てももたせており、脱気器圧力変化率演算器14の圧力
信号Pが所定の圧力変化率γ1 以上に一度達すると、前
記温度信号と同様に調節弁11を開動作させ、圧力変化
率がγ2 以下になったら閉動作させる。
The function of discharging oxygen is also provided by pressure, and once the pressure signal P of the deaerator pressure change rate calculator 14 reaches a predetermined pressure change rate γ 1 or more, the same as the temperature signal. Then, the control valve 11 is opened and closed when the pressure change rate becomes γ 2 or less.

【0025】上記した調節弁11の開閉動作により、負
荷降下に伴って体積の膨脹する酸素を負荷降下による圧
力低下率によってとらえ大気へ排出したり、温度の低下
に伴って酸素の給水への溶け込みが増大する以前に高濃
度酸素を排出することが可能であり、その効果も図1の
実施例と同様である。
By the opening / closing operation of the control valve 11 described above, oxygen that expands in volume as the load drops is detected by the rate of pressure decrease due to the load drop, and is discharged to the atmosphere, and as the temperature drops, oxygen dissolves into the water supply. It is possible to discharge high-concentration oxygen before the increase of E., and the effect is similar to that of the embodiment of FIG.

【0026】[0026]

【発明の効果】以上説明したように、本発明によれば、
発電プラントにおける復水・給水系の水質調整を、複合
中性水処理することによるプラント負荷変化時に発生す
る節炭器入口での酸素濃度上昇の要因となる脱気器器内
での高濃度酸素の拡散、溶け込みを防止することにより
安定した水質調整が可能となる。
As described above, according to the present invention,
High-concentration oxygen in the deaerator, which causes oxygen concentration increase at the inlet of the economizer when the load of the condensate / water supply system in the power generation plant changes due to the combined neutral water treatment. Stable water quality control is possible by preventing the diffusion and dissolution of water.

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

【図1】本発明の一実施例の系統図。FIG. 1 is a system diagram of an embodiment of the present invention.

【図2】図1の設定値演算器の機能ブロック図。FIG. 2 is a functional block diagram of the set value calculator of FIG.

【図3】図1の開閉演算器の機能ブロック図。FIG. 3 is a functional block diagram of the switching calculator of FIG.

【図4】本発明の他の実施例の系統図。FIG. 4 is a system diagram of another embodiment of the present invention.

【図5】図4の開閉演算器の機能ブロック図。5 is a functional block diagram of the opening / closing calculator shown in FIG. 4;

【図6】従来の復水・給水系の系統図。FIG. 6 is a system diagram of a conventional condensate / water supply system.

【図7】図6の復水・給水系への酸素注入系統図。7 is a system diagram of oxygen injection into the condensate / water supply system of FIG.

【図8】図6の脱気器内部構成図。8 is an internal configuration diagram of the deaerator shown in FIG.

【図9】図6の酸素挙動グラフを示す図。9 is a diagram showing an oxygen behavior graph of FIG.

【符号の説明】[Explanation of symbols]

1…復水器、2…復水ポンプ、3…復水脱塩装置、4…
復水昇圧ポンプ、5…低圧給水加熱器、6…脱気器、7
…給水ポンプ、8…高圧給水加熱器、9…節炭器、10
…ボイラ、11…調節弁、12…復水温度検出器、13
…圧力検出器、14…変化率演算器、15…設定値演算
器、16…負荷信号、17,17a…開閉演算器、18
…温度変化率演算器。
1 ... Condenser, 2 ... Condensate pump, 3 ... Condensate demineralizer, 4 ...
Condensate booster pump, 5 ... Low-pressure feed water heater, 6 ... Deaerator, 7
... water supply pump, 8 ... high-pressure water heater, 9 ... economizer, 10
… Boiler, 11… Control valve, 12… Condensate temperature detector, 13
... pressure detector, 14 ... change rate calculator, 15 ... set value calculator, 16 ... load signal, 17, 17a ... open / close calculator, 18
... Temperature change rate calculator.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 発電プラント等における復水・給水系の
水質調整装置において、酸素を注入した復水が流入する
脱気器器内圧力を検出する圧力検出器と、前記脱気器へ
流入する復水の温度を検出する温度検出器と、プラント
負荷降下による圧力低下率または負荷に対する温度設定
値と比較する開閉演算器と、前記開閉演算器の出力信号
により前記脱気器器内に滞留している高濃度の酸素を排
出する自動調整弁とから構成されたことを特徴とする水
質調整装置。
1. In a water quality adjusting device for a condensate / water supply system in a power plant or the like, a pressure detector for detecting pressure in a deaerator into which condensate injected with oxygen flows, and a pressure detector for flowing into the deaerator. A temperature detector that detects the temperature of the condensate, a switching calculator that compares the pressure drop rate due to plant load drop or a temperature set value for the load, and an output signal from the switching calculator that accumulates in the deaerator. A water quality adjusting device comprising an automatic adjusting valve for discharging a high concentration of oxygen.
JP4193903A 1992-07-21 1992-07-21 Water quality adjustment device Expired - Lifetime JP2718858B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4193903A JP2718858B2 (en) 1992-07-21 1992-07-21 Water quality adjustment device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4193903A JP2718858B2 (en) 1992-07-21 1992-07-21 Water quality adjustment device

Publications (2)

Publication Number Publication Date
JPH0634104A true JPH0634104A (en) 1994-02-08
JP2718858B2 JP2718858B2 (en) 1998-02-25

Family

ID=16315662

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4193903A Expired - Lifetime JP2718858B2 (en) 1992-07-21 1992-07-21 Water quality adjustment device

Country Status (1)

Country Link
JP (1) JP2718858B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008029675A1 (en) * 2006-08-31 2008-03-13 Mitsubishi Heavy Industries, Ltd. Method of water treatment in steam plant

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01162192A (en) * 1987-12-18 1989-06-26 Hitachi Ltd Dissolved oxygen control device

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01162192A (en) * 1987-12-18 1989-06-26 Hitachi Ltd Dissolved oxygen control device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008029675A1 (en) * 2006-08-31 2008-03-13 Mitsubishi Heavy Industries, Ltd. Method of water treatment in steam plant

Also Published As

Publication number Publication date
JP2718858B2 (en) 1998-02-25

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