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JPS5953468B2 - Condensate purification method and equipment - Google Patents
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JPS5953468B2 - Condensate purification method and equipment - Google Patents

Condensate purification method and equipment

Info

Publication number
JPS5953468B2
JPS5953468B2 JP55089135A JP8913580A JPS5953468B2 JP S5953468 B2 JPS5953468 B2 JP S5953468B2 JP 55089135 A JP55089135 A JP 55089135A JP 8913580 A JP8913580 A JP 8913580A JP S5953468 B2 JPS5953468 B2 JP S5953468B2
Authority
JP
Japan
Prior art keywords
condensate
flow rate
pipe
purification
detector
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
JP55089135A
Other languages
Japanese (ja)
Other versions
JPS5716799A (en
Inventor
等 石丸
健 上野
洋次 永井
豊彦 増田
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
Hitachi Industry and Control Solutions Co Ltd
Original Assignee
Hitachi Engineering Co Ltd Ibaraki
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 Engineering Co Ltd Ibaraki, Hitachi Ltd filed Critical Hitachi Engineering Co Ltd Ibaraki
Priority to JP55089135A priority Critical patent/JPS5953468B2/en
Publication of JPS5716799A publication Critical patent/JPS5716799A/en
Publication of JPS5953468B2 publication Critical patent/JPS5953468B2/en
Expired legal-status Critical Current

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Description

【発明の詳細な説明】 本発明は、火力、原子力発電プラントの復水系統に適用
される復水浄化方法とその装置に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a condensate purification method and apparatus applied to a condensate system of a thermal or nuclear power plant.

復水の浄化には通常、ろ過塔と脱塩塔とを組み合せて使
用している。
A combination of a filtration tower and a desalination tower is usually used to purify condensate.

これらの塔はいずれも複数本並列される。A plurality of these towers are arranged in parallel.

各基、特に各ろ過塔は運転時間によって差圧が増加する
The differential pressure of each group, especially each filtration tower, increases depending on the operating time.

差圧増加は浄化塔に復水を送給するポンプの効率低下と
、浄化能力の低下とを招く。
An increase in differential pressure causes a decrease in the efficiency of the pump that supplies condensate to the purification tower and a decrease in purification capacity.

これは、復水中に含まれるクラッドやイオン性化合物が
ろ材に吸着され、或いはる材や粒状処理剤自体が粉化さ
れることが主因である。
This is mainly due to the fact that the crud and ionic compounds contained in the condensate are adsorbed by the filter material, or that the material and the granular treatment agent themselves are pulverized.

差圧すなわち汚れ具合は各塔部に異なり、無制御状態で
は最も汚れた塔の流通量は小、再生処理直後の塔の流通
量は大となる。
The differential pressure, that is, the degree of contamination, differs in each tower section, and in an uncontrolled state, the flow rate in the most contaminated column is small, and the flow rate in the column immediately after regeneration processing is large.

各浄化塔には浄化能力を発揮する為の最適な流通量があ
るので、差圧の高くなった塔は使用不可能となり、再生
処理直後の塔は流通量が過大となる。
Since each purification tower has an optimum flow rate to demonstrate its purification ability, a tower with a high differential pressure becomes unusable, and a tower immediately after regeneration processing has an excessive flow rate.

この事態を防ぐには再生処理直後の塔の流通量の最大値
を前記最適範囲とするべきであるが、こうすると各基は
充分に利用されないことになる。
In order to prevent this situation, the maximum flow rate of the column immediately after the regeneration treatment should be within the above-mentioned optimum range, but in this case, each group will not be fully utilized.

そこで各基に復水を等流量で流すことによって、高差圧
の塔は充分に利用に供するようにし、低差圧の塔もその
寿命(再生処理に入るまでの時間)を長くすることが考
えられる。
Therefore, by flowing condensate at the same flow rate to each unit, the towers with high differential pressure can be fully utilized, and the life of the towers with low differential pressure (the time before entering regeneration processing) can be extended. Conceivable.

尚、各塔部に塔内差圧を測定し、差圧が規定値に達した
塔は他の塔から隔離した後(復水の流通を止めた後)、
洗浄し、若しくは取り出して外部にて再生処理を行った
後再充填し、または取り出して新たなものとの詰め換え
を行う等、再生処理に入ることになる。
In addition, after measuring the differential pressure inside each column and separating the column where the differential pressure reached the specified value from other columns (after stopping the flow of condensate),
After cleaning or taking it out and performing a regeneration process outside, it will be refilled, or it will go through a regeneration process, such as taking it out and refilling it with a new one.

従来、サイドストリーム型式(すなわち復水溜めを2つ
設けて、一方をタービン排気蒸気の凝縮水溜め、他方を
ボイラへ送給する浄化処理剤復水の一時的貯槽とし、一
部をボイラへ、残部を前記の凝縮水溜めに戻す型式の復
水浄化装置である。
Conventionally, the side stream type (that is, two condensate reservoirs are provided, one is a condensate reservoir for turbine exhaust steam, the other is a temporary storage tank for purification agent condensate to be sent to the boiler; This is a type of condensate purification device that returns the remainder to the condensate reservoir.

以下同様。Same below.

)でない普及型の復水浄化装置においては、前記差圧検
出に基づく再生の為の復水等流量制御として、並列に配
設された各塔群の内の最大流量の塔に他の塔の流量を合
わせる方法が採用されている。
) In a popular type condensate purification system that does not have a A method of matching the flow rate is adopted.

具体的には、先ず隣り合う2塔の流量を検出して雨検出
信号をバイセレクターにかけ、大きい方を選択し、同様
に他の塔についても2塔ずつバイセレクターにかけ、選
択されたいくつかの出力信号を2信号ずつ更にバイセレ
クターにかけて大きい方を選択し、このような高値選択
を順次繰り返して各塔群中の最大流量(すなわち流量調
節弁の最大開度)に該当する出力信号を選択する。
Specifically, first, the flow rate of two adjacent towers is detected, the rain detection signal is applied to a biselector, and the larger one is selected.Similarly, the flow rates of two towers are applied to the biselector at a time for the other towers, and the selected several The output signal is further applied to the bi-selector two by two to select the larger one, and this selection of higher values is repeated in sequence to select the output signal that corresponds to the maximum flow rate (i.e., the maximum opening of the flow rate control valve) in each column group. .

この最大出力信号をマスター調節器に入力して設定信号
と比較する。
This maximum output signal is input to the master controller and compared with the set signal.

マスター調節器の出力信号は各基に付設した流量調節器
にカスケードする。
The output signal of the master regulator is cascaded to a flow regulator associated with each unit.

そして各流量調節器において、マスター調節器の出力信
号と各基の現状の流量を示す信号とを比較して各基の流
量を調節する。
Each flow rate regulator then compares the output signal of the master regulator with a signal indicating the current flow rate of each group to adjust the flow rate of each group.

こうして最終的には(理想的には)塔間の等流量制御を
達成できる。
In this way, it is ultimately (ideally) possible to achieve equal flow rate control between the columns.

しかし、現状の流量を検知した後、これを前記の通りの
比較、選択処理にかけてから制御指令の信号を出力する
従来方式は、この指令信号発生時において既に現状流量
は変動していることがあり、制御の追従性に問題がある
However, with the conventional method of detecting the current flow rate, subjecting it to the comparison and selection process described above, and then outputting a control command signal, the current flow rate may have already fluctuated by the time this command signal is generated. , there is a problem with control followability.

このことは、タービンの運転負荷の急増時等、復水流量
(要求量)の急増時において、例えば復水浄化装置に復
水を送給するポンプについてはキャビテーションを発生
し、ボイラ等へ復水を送給する給水ポンプについてはポ
ンプトリップを発生する等の事故を招くことにもなる。
This means that when the condensate flow rate (required amount) increases rapidly, such as when the operating load of the turbine suddenly increases, cavitation occurs in the pump that supplies condensate to the condensate purification equipment, and the condensate flows to the boiler, etc. Water supply pumps that supply water may cause accidents such as pump trips.

しかも多数のバイセレクターを使用するので制御装置は
複雑になるという欠点がある。
Moreover, since a large number of biselectors are used, the control device becomes complicated.

本発明は、上記した従来の欠点を解消し、各塔間等流量
制御の追従性に優れた復水浄化方法とその装置を提供す
るにある。
The present invention eliminates the above-mentioned conventional drawbacks and provides a condensate purification method and an apparatus thereof that are excellent in followability of equal flow rate control between columns.

上記目的を達成する為、本発明は前記等流量制御を全浄
化塔を流れる復水の総流通量と各浄化塔毎の復水流通量
とに基づいて行うようにしたものである。
In order to achieve the above object, the present invention performs the equal flow rate control based on the total flow rate of condensate flowing through all purification towers and the flow rate of condensate in each purification tower.

このように復水の総流量と各塔内毎の流量とに基づいて
制御すれば、従来の如く現状流量同士の比較を幾度も繰
り返す操作は不要となり、各塔部に塔内の現状流量と総
流量との比較をして直ちに流量調節を行うことになるか
ら、各塔間は追従性良く等流量制御される。
If control is performed based on the total flow rate of condensate and the flow rate in each column in this way, there is no need to repeatedly compare the current flow rates with each other as in the past. Since the flow rate is adjusted immediately after comparing it with the total flow rate, the flow rate is controlled to be equal between each column with good followability.

加えて、制御装置は簡単化される。In addition, the control device is simplified.

以下、本発明の実施例を図面を用いて説明する。Embodiments of the present invention will be described below with reference to the drawings.

第1図は本発明の第1の実施例を示す復水浄化装置の系
統図である。
FIG. 1 is a system diagram of a condensate purification apparatus showing a first embodiment of the present invention.

タービン排気蒸気が導入される復水器1の底部には復水
溜めすなわちホットウェル2が形成されている。
A condensate reservoir or hot well 2 is formed at the bottom of the condenser 1 into which turbine exhaust steam is introduced.

ホットウェル2の底部には復水送給管3が開口する。A condensate feed pipe 3 opens at the bottom of the hot well 2 .

この管は途中数度に渡り分岐と流路集合とを繰り返す。This pipe repeats branching and flow path gathering several times along the way.

先ずホットウェル2の直後に於いて複数本(図では2本
)に分岐した各分岐管上には復水給水ポンプ4を配置し
、こうして復水給水ポンプ4を復水送給管3上に2台並
列配置する。
First, immediately after the hot well 2, a condensate water supply pump 4 is placed on each of the branch pipes that have branched into multiple pipes (two in the figure). Place two units in parallel.

次に復水給水ポンプ4群の後流側は一旦流路集合した後
再び複数本に分岐し、各分岐管上には復水浄化系列5を
配置し、こうして復水浄化系列5を復水送給管3上に複
数本並列配置する。
Next, the downstream side of the 4 groups of condensate water supply pumps once gathers the flow paths and then branches again into multiple lines, and the condensate purification line 5 is placed on each branch pipe, and in this way, the condensate purification line 5 is connected to the condensate water. A plurality of them are arranged in parallel on the feed pipe 3.

各復水浄化系列5には上流側から順次流量検出器6、流
量制御弁7、ろ通塔8を配置して構成する。
Each condensate purification line 5 is configured with a flow rate detector 6, a flow rate control valve 7, and a filtration tower 8 arranged in this order from the upstream side.

尚、ろ通塔8にはろ通塔内差圧検出器9を付設する。In addition, the filtration tower 8 is attached with an internal filtration tower differential pressure detector 9.

次に各復水浄化系列5群の後流側は一旦流路集合した後
再び複数本に分岐し、分岐管上には脱塩塔10を配置し
、こうして脱塩塔10を復水送給管3上に複数本並列配
置する。
Next, on the downstream side of each group of 5 condensate purification series, the flow paths are once assembled and then branched again into multiple lines, and the demineralization tower 10 is arranged on the branch pipe, and in this way, the demineralization tower 10 is used to feed the condensate. A plurality of tubes are arranged in parallel on the tube 3.

次に各脱塩塔10の後流側は一旦流路集合した後3本に
分岐して、復水送給管3上に並列配置されるように分岐
管上にグランド蒸気復水器11.オリフィス12、復水
器空気抽出器13を配置する。
Next, the flow paths on the downstream side of each desalination tower 10 are once assembled and then branched into three lines, and a grand steam condenser 11. Orifice 12 and condenser air extractor 13 are arranged.

グランド蒸気復水器11.オリフィス12、復水器空気
抽出器13の各後流側が流路集合した復水送給管3上に
は流量検出器14を配設する。
Gland steam condenser 11. A flow rate detector 14 is disposed on the condensate feed pipe 3 in which the downstream sides of the orifice 12 and the condenser air extractor 13 are assembled into flow paths.

そして復水送給管3の他端(後流側端部1は中間貯槽1
5 (サイドストリームタンク或いは第2のホットウェ
ルとも呼ぶ。
The other end of the condensate feed pipe 3 (the downstream end 1 is the intermediate storage tank 1
5 (Also called side stream tank or second hot well.

)に開口する。中間貯槽15の底部には他に、図示省略
のボイラへ至る復水送給管16と、復水器1へ戻る復水
戻り管17とが開口する。
). In addition, a condensate feed pipe 16 leading to a boiler (not shown) and a condensate return pipe 17 returning to the condenser 1 are opened at the bottom of the intermediate storage tank 15 .

中間貯槽15と復水器1との蒸気空間は蒸気空間連通管
18で連通する。
The steam spaces between the intermediate storage tank 15 and the condenser 1 are communicated through a steam space communication pipe 18.

復水送給管16上には復水送給ポンプ19を設け、復水
戻り管17上には流量制御弁20を複数台並列に設ける
A condensate feed pump 19 is provided on the condensate feed pipe 16, and a plurality of flow control valves 20 are provided in parallel on the condensate return pipe 17.

中間貯槽15には水位検出器21を付設する。A water level detector 21 is attached to the intermediate storage tank 15.

また、電気的な接続は次の通りである。Further, the electrical connections are as follows.

流量検出器14は比較的22の入力端子に接続する。Flow sensor 14 connects to relatively 22 input terminals.

比較器22の他の入力端子には設定器23.24を接続
する。
The other input terminals of the comparator 22 are connected to setters 23 and 24.

設定器23は復水送給ポンプ4の2台稼動時における定
格流量を、設定器24は1台稼動時における定格流量を
それぞれ設定するものである。
The setting device 23 is used to set the rated flow rate when two condensate feed pumps 4 are in operation, and the setting device 24 is used to set the rated flow rate when one of the condensate feed pumps 4 is in operation.

一方復水送給ポンプ4は設定値選択器25に接続する。On the other hand, the condensate feed pump 4 is connected to a set value selector 25.

設定値選択器25は設定器23と設定器24とに接続す
る。
The set value selector 25 is connected to the setter 23 and the setter 24.

設定値選択器25は復水送給ポンプ4の運転台数に応じ
て設定器23か設定器24かのどちらかを比較器22へ
の入力用設定器として選択するものである。
The set value selector 25 selects either the setter 23 or the setter 24 as the setter for input to the comparator 22 depending on the number of operating condensate feed pumps 4.

また各流量制御弁7は比較器26の出力端子と接続する
Each flow control valve 7 is also connected to an output terminal of a comparator 26.

比較器26は各復水浄化系列5に付設する。A comparator 26 is attached to each condensate purification line 5.

各比較器26の入力端子には同系列内の流量検出器6と
、平均値演算器40の出力端子とを接続する。
The input terminal of each comparator 26 is connected to the flow rate detector 6 in the same series and the output terminal of the average value calculator 40.

平均値演算器40の入力端子は比較器22の出力端子と
接続する。
The input terminal of the average value calculator 40 is connected to the output terminal of the comparator 22.

一方、水位検出器21は弁開度調節器27を介して流量
制御弁20に接続する。
On the other hand, the water level detector 21 is connected to the flow rate control valve 20 via a valve opening adjuster 27.

弁開度調節器27は流量制御弁20の台数分設ける。The number of valve opening adjusters 27 is equal to the number of flow rate control valves 20.

タービン排気蒸気は復水器1内で凝縮され、その凝縮水
はホットウェル2に一時的に貯えられる。
Turbine exhaust steam is condensed in a condenser 1, and the condensed water is temporarily stored in a hot well 2.

ホットウェル2内の凝縮水(すなわち復水)は復水送給
管3と復水送給ポンプ4とによって後流側の諸機器に送
出される。
Condensed water (that is, condensate) in the hot well 2 is sent to various devices on the downstream side by a condensate feed pipe 3 and a condensate feed pump 4.

復水は先ず分流して複数の復水浄化系列5に入る。The condensate is first divided into a plurality of condensate purification lines 5.

各系列内では流量制御弁7によって流量が制御された後
ろ通塔8に至る。
Each train reaches a rear column 8 whose flow rate is controlled by a flow rate control valve 7.

ろ通塔8内の差圧変化は差圧検出器9にて検出される。Changes in the differential pressure within the filtration tower 8 are detected by a differential pressure detector 9.

後述する制御要領によって各系列間は等流量に復水が流
通し、各ろ通塔8の差圧は差圧検出9によって検出され
、規定値に達すると当該塔は他の塔から隔離されて前記
の再生処理に入る。
According to the control procedure described later, condensate flows at the same flow rate between each series, and the differential pressure in each filtration column 8 is detected by differential pressure detection 9, and when it reaches a specified value, the column is isolated from other columns. The above-mentioned playback process begins.

ろ通塔8を通過してろ過処理された復水は一旦集合して
再び分流し複数の脱塩塔10に入る。
The condensate that has passed through the filtration tower 8 and has been subjected to the filtration treatment is once collected and divided again to enter the plurality of demineralization towers 10.

各脱塩塔10内では水質処理がなされる。Water quality treatment is performed within each desalination tower 10.

脱塩塔10を通過した復水は一旦集合した後、グランド
蒸気復水器11と復水器空気抽出器13とに分流して間
接式熱交換が行われ予熱されて後流側へ流出する。
The condensate that has passed through the desalination tower 10 once collects, and then is divided into a gland steam condenser 11 and a condenser air extractor 13, where indirect heat exchange is performed, preheated, and flows out to the downstream side. .

グランド蒸気復水器11は図示省略のタービン及び弁の
グランド部の封入蒸気を凝縮するものであり、復水器空
気抽出器13は復水器1内の非凝縮気体を抽出する為に
使用される蒸気エゼクタ駆動用蒸気の排出蒸気を凝縮さ
せるものである。
The gland steam condenser 11 is used to condense the steam enclosed in the turbine and valve gland parts (not shown), and the condenser air extractor 13 is used to extract non-condensed gas in the condenser 1. This is to condense the discharged steam of the steam ejector drive steam.

尚オリフィス12はグランド蒸気復水器11及び復水器
空気抽出器13への復水流人量を定量に保持するもので
ある。
The orifice 12 is used to maintain a constant flow of condensate to the gland steam condenser 11 and condenser air extractor 13.

これらの間接式熱交換部を経た浄化処理済復水は再び集
合して流量検出器14を通過した後、中間貯槽15内に
入る。
The purified condensate that has passed through these indirect heat exchange sections gathers again and passes through the flow rate detector 14 before entering the intermediate storage tank 15 .

中間貯槽15内に導入された復水は主系統(すなわち図
示省略のタービン駆動用蒸気発生器等を有する系統のこ
と。
The condensate introduced into the intermediate storage tank 15 is a main system (that is, a system including a turbine-driving steam generator (not shown), etc.).

)の要求に応じて復水送給ポンプ19により復水送給管
16から流出する。
) is discharged from the condensate feed pipe 16 by the condensate feed pump 19.

そして残りの復水は復水戻り管17、流量制御弁20を
介して復水器1内に戻される。
The remaining condensate is then returned into the condenser 1 via the condensate return pipe 17 and the flow rate control valve 20.

中間貯槽15はホットウェル2の水位よりも高い位置に
設けられ、復水は復水戻り管17を経てホットウェル2
へ落下する。
The intermediate storage tank 15 is provided at a position higher than the water level of the hot well 2, and the condensate passes through the condensate return pipe 17 to the hot well 2.
fall to.

中間貯槽15の側部に設けられた水位検出器21は弁開
度調節器27の入力端に電気的に接続されていて、各流
量制御弁20の開度を調節し、復水器戻しの復水量を調
節する。
A water level detector 21 provided on the side of the intermediate storage tank 15 is electrically connected to the input end of a valve opening regulator 27 to adjust the opening of each flow control valve 20 and control the condenser return flow. Adjust the amount of condensate.

中間貯槽15内と復水器1内とは蒸気空間連通管18に
よって同圧にされている。
The inside of the intermediate storage tank 15 and the inside of the condenser 1 are kept at the same pressure by a steam space communication pipe 18.

復水送給管3上に設置した流量検出器14で検出された
復水総流量は比較器22に入力される。
The total condensate flow rate detected by the flow rate detector 14 installed on the condensate feed pipe 3 is input to the comparator 22 .

一方、復水送給ポンプ4の運転台数が1台であるか2台
であるかは設定値選択器25に知らされて直ちに設定値
の切換えが行われる。
On the other hand, the set value selector 25 is informed whether the number of operating condensate feed pumps 4 is one or two, and the set value is immediately switched.

復水送給ポンプ4の運転台数が2台である時は設定器2
3と比較器22とが接続され、1台である時は設定器2
4と比較器22とが接続される。
When the number of operating condensate feed pumps 4 is two, setter 2
3 and comparator 22 are connected, and when there is one unit, setting device 2
4 and comparator 22 are connected.

こうして復水送給ポンプ4の運転台数に応じた設定流量
が復水総流量と比較される。
In this way, the set flow rate corresponding to the number of operating condensate feed pumps 4 is compared with the total condensate flow rate.

尚、各設定流量としては、復水浄化装置の持つ能力を最
大に活用する為に、また、復水送給ポンプ4を最高効率
点で運転する為に、復水送給ポンプ4の定格流量を制定
する。
In addition, each set flow rate is set to the rated flow rate of the condensate feed pump 4 in order to make maximum use of the capacity of the condensate purification device and to operate the condensate feed pump 4 at the highest efficiency point. to be enacted.

例えばポン12台運転時の100%流量をaml/mi
nとし、実際に流量検出器14にて検出された復水総流
量をbm l /minとすると、比較器22からは(
a−b) m l /minの流量増加を指令する信号
が出され、この信号は平均値演算器40によって復水浄
化系列5の数分に均等に分配される。
For example, the 100% flow rate when 12 pumps are operated is aml/mi.
n and the total condensate flow rate actually detected by the flow rate detector 14 is bml/min, then the comparator 22 calculates (
a-b) A signal is issued commanding a flow increase of ml/min, which signal is distributed evenly over the number of condensate purification series 5 by means of an average value calculator 40.

復水浄化系列5の数を説明簡単化の為に2本とすれば、
1本当たり (a −b ) 2m 1 /minの増
加指令が出される。
If the number of condensate purification series 5 is assumed to be two for simplicity of explanation,
An increase command of (a-b) 2m 1 /min is issued for each cylinder.

一方、流量検出器6にて現状の流量C(他の系列では流
量d ) m I /minが検出されており、比較器
26において比較されて各系列に対して((a−b)/
2− C”を或いは((a−b )/ 2− d )
m l /minノ流量変更指令が流量制御弁7に与え
られる。
On the other hand, the flow rate detector 6 detects the current flow rate C (flow rate d in other series) m I /min, which is compared in the comparator 26 to calculate ((a-b)/min for each series.
2-C” or ((a-b)/2-d)
A flow rate change command of ml/min is given to the flow rate control valve 7.

そして各流量制御弁7は与えられた流量変更指令に基づ
いて開度を変え、例えば現状流量がcm l /min
の系列は流量増加(減少)分((a−b)/ 2−c
) m 1 /minの開度変更が、dm l /mi
nの系列は流量減少(増加)分((a−b )/ 2−
d )m l /minの開度変更がなされて、各塔
間が等流量になるように制御される。
Then, each flow rate control valve 7 changes its opening degree based on the given flow rate change command, and for example, the current flow rate is cm l /min.
The series is the flow rate increase (decrease) ((a-b)/2-c
) m 1 /min opening degree change is dml /mi
The series of n is the flow rate decrease (increase) ((a-b)/2-
d) The opening degree is changed by ml/min to control the flow rate between each column to be equal.

また両塔の開度変更後の総流量は〔((a−b)/2−
C) +((a−b)/2’−d)、lすなわちbm
l / minとなるように流量増加が図られる。
Also, the total flow rate after changing the opening of both columns is [((a-b)/2-
C) +((a-b)/2'-d), l or bm
The flow rate is increased to 1/min.

上記した本発明の第1の実施例によれば主に次のような
効果が得られる。
According to the first embodiment of the present invention described above, the following effects can be obtained mainly.

(1) 各塔間の等流量制御は、隣接する2塔の現状
流量を順次バイセレクターにかけて比較することによる
従来法に比べ、追従性には格段の差がある。
(1) Equal flow rate control between each column has a marked difference in followability compared to the conventional method in which the current flow rates of two adjacent columns are sequentially compared using a biselector.

例えば復水浄化系列5が10本あれば、従来方式では各
系列に流量変動指令が出されるまで、トーナメント式に
10回の比較が行われるが、本実施例では各系列毎に2
回の比較(すなわち総流量と設定流量との比較、その比
較に基づく指令流量と各系列毎の現状流量との比較。
For example, if there are 10 condensate purification series 5, in the conventional method, comparisons are performed 10 times in a tournament style until a flow rate fluctuation command is issued to each series, but in this embodiment, 2 comparisons are made for each series.
comparison (i.e., comparison between the total flow rate and the set flow rate, and the comparison between the command flow rate based on that comparison and the current flow rate for each series.

)で済む。尚一応用例としては設定値との比較を行わな
い方法も実施可能であるが、そのような場合には比較は
1回で済む。
) is sufficient. As an applied example, it is possible to implement a method in which comparison with a set value is not performed, but in such a case, only one comparison is required.

このように本実施例によれば、追従性に優れた等流量制
御が達成できるという効果がある。
As described above, according to this embodiment, there is an effect that uniform flow rate control with excellent followability can be achieved.

しかも制御回路は図示の如く簡単化される。Moreover, the control circuit is simplified as shown.

(2)各基の等流量制御をしても、現在のろ通塔では運
転時間に連れて差圧は増加する傾向にある。
(2) Even if the flow rate of each unit is controlled at the same rate, the differential pressure in current filtration towers tends to increase as the operating time increases.

本実施例では各ろ通塔8には差圧検出器9を付設して各
塔内差圧を検知するようにしたので、差圧が規定値に達
したならば適宜各基毎に再生処理に入ることができる。
In this embodiment, each filtration column 8 is equipped with a differential pressure detector 9 to detect the differential pressure within each column, so that when the differential pressure reaches a specified value, regeneration is performed for each column as appropriate. can enter.

(3)各ろ通塔8には樹脂が規則正しく充填されている
ので、流通量が過少であると樹脂の位置ずれ現象が発生
し、また差圧による流通抵抗は増大して一層流通し難く
なる。
(3) Each filtration tower 8 is filled with resin in a regular manner, so if the flow rate is too small, the resin will shift in position, and the flow resistance due to differential pressure will increase, making it even more difficult to flow. .

一方、流通量が過大になっても樹脂の位置ずれ現象が発
生し、しかも差圧増加量は一層大きくなる。
On the other hand, if the flow rate becomes too large, a phenomenon of positional displacement of the resin will occur, and the amount of increase in differential pressure will further increase.

そして逆に充分にろ過されること無しに通過してしまう
可能性も出てくる。
Conversely, there is a possibility that the water may pass through without being sufficiently filtered.

しかし本実施例では復水総流量を設定値と比較して流量
変動を知り、この流量変動分を各ろ通塔の本数で割って
得られる平均値と各系列毎の流量とを比較して等流量制
御を行うようにしたので、ろ通塔8内を最適範囲の流量
に保持することが可能である。
However, in this example, the flow rate fluctuation is determined by comparing the total condensate flow rate with the set value, and the average value obtained by dividing this flow rate fluctuation by the number of each filtration tower is compared with the flow rate for each series. Since the flow rate is controlled to be constant, it is possible to maintain the flow rate in the filtration tower 8 within the optimum range.

(4)本実施例は前記設定値を、前記各系列に復水を流
入させる復水送給ポンプ4の定格流量としたので、復水
浄化装置の持つ能力を最大に活用することができ、しか
も復水送給ポンプ4を最高効率点で運転することができ
る。
(4) In this embodiment, the set value is the rated flow rate of the condensate feed pump 4 that causes condensate to flow into each series, so the capacity of the condensate purification device can be utilized to the maximum, Moreover, the condensate feed pump 4 can be operated at the highest efficiency point.

(5)本実施例は復水送給ポンプ4を2台設けたので、
復水送給ポンプ4の故障時や起動時に対処することがで
きる。
(5) In this embodiment, two condensate feed pumps 4 are provided, so
It is possible to deal with the failure or startup of the condensate feed pump 4.

しかも設定器23.24の設定値の如く、復水送給ポン
プ4の運転台数に相当する設定値を用意し、これを選択
可能としたことにより、復水送給ポンプ4の設計条件は
緩和される。
Moreover, by preparing setting values corresponding to the number of operating condensate feed pumps 4, such as the setting values of the setting devices 23 and 24, and making this selectable, the design conditions for the condensate feed pump 4 are relaxed. be done.

このことは第2図を用いて説明する。This will be explained using FIG.

第2図は復水送給ポンプ4の特性を説明する図である。FIG. 2 is a diagram illustrating the characteristics of the condensate feed pump 4.

復水送給ポンプ4の2台運転時の吐出量は揚程と流量と
の関係を示す特性曲線iと、流量と系統圧損曲線との関
係を示す特性曲線ii(系統圧損曲線とも呼ぶ。
The discharge amount when two condensate feed pumps 4 are operated is represented by a characteristic curve i that shows the relationship between the head and the flow rate, and a characteristic curve ii that shows the relationship between the flow rate and the system pressure loss curve (also called a system pressure loss curve).

)との支点で決定される。) is determined by the fulcrum.

ろ通塔8は運転時間によって圧損変化を生じる。The pressure drop in the filter tower 8 changes depending on the operating time.

各基の差圧が小である時は系統圧損曲線はiiの通りで
あり、従って復水送給ポンプ4の運転点は交点Oとなる
When the differential pressure between each group is small, the system pressure loss curve is as shown in ii, and therefore the operating point of the condensate feed pump 4 is the intersection O.

しかし差圧が大きくなると系統圧損曲線はiiiとなり
、復水送給ポンプ4の運転点は交点Pとなる。
However, when the differential pressure increases, the system pressure loss curve becomes iii, and the operating point of the condensate feed pump 4 becomes the intersection point P.

従って復水浄化系統流量を制御しない状態では、発電プ
ラント負荷が同一な場合でも復水浄化系統流量は経時的
に変化してしまう。
Therefore, if the condensate purification system flow rate is not controlled, the condensate purification system flow rate will change over time even if the power plant load is the same.

そこで前述の等流量制御を行って塔相互間も、また経時
的にもほぼ等流量に制御されて浄化能力が安定に保持さ
れている。
Therefore, the above-mentioned equal flow rate control is performed to maintain a substantially constant flow rate both between towers and over time, thereby stably maintaining the purification ability.

一方、復水送給ポンプ4の1台運転時の特性曲線はiv
で示される。
On the other hand, the characteristic curve when one condensate feed pump 4 is operated is iv
It is indicated by.

従来方式によれば、復水送給ポンプ4の運転点は曲線i
iiとの交点Qとなり、この時の流量は復水送給ポンプ
4の定格流量の約160%に相当する。
According to the conventional system, the operating point of the condensate feed pump 4 is on the curve i.
The flow rate at this point is approximately 160% of the rated flow rate of the condensate feed pump 4.

この様な過大流量において連続運転する事を復水送給ポ
ンプ4の設計条件として与えるのは、復水送給ポンプ4
にとっては押込圧力が低下し、キャビテーションを発生
し易くなり、又駆動モータは、過負荷運転となる為、非
常に過酷な条件であると言える。
The condensate feed pump 4 is designed to operate continuously at such an excessive flow rate.
This can be said to be a very harsh condition as the pushing pressure decreases and cavitation is more likely to occur, and the drive motor becomes overloaded.

しかし本実施例では上記のように運転台数に応じて設定
値の選択ができるから、流量制御弁7の絞りによる系統
損失の増加は系統圧損曲線Vで示されることになる。
However, in this embodiment, since the set value can be selected according to the number of operating units as described above, the increase in system loss due to throttling of the flow control valve 7 is shown by the system pressure loss curve V.

そして復原送給ポンプ4の運転点は交点Rとなり、この
交点Rを復水送給ポンプ4の定格流量となるように流量
制御弁7を絞る事によって復水送給ポンプ4の設計条件
は緩和されることになる。
The operating point of the restoring feed pump 4 becomes the intersection R, and by throttling the flow control valve 7 so that the intersection R becomes the rated flow rate of the condensate feed pump 4, the design conditions of the condensate feed pump 4 are eased. will be done.

(6)本実施例はサイドストリーム式復水系統に採用し
たものである。
(6) This example is adopted for a side stream type condensate system.

従って中間貯槽15をクッションにして要求量に応じた
流量が主系統に送給できると共に、復水浄化系統内(す
なわちホットウェル2から中間貯槽15に至るまで)は
ほぼ一定流量に保持することが可能となる。
Therefore, a flow rate corresponding to the required amount can be sent to the main system using the intermediate storage tank 15 as a cushion, and the flow rate in the condensate purification system (that is, from the hot well 2 to the intermediate storage tank 15) can be maintained at a nearly constant flow rate. It becomes possible.

こうして浄化装置の能力は一層安定に保持することが可
能となる。
In this way, the capacity of the purifying device can be maintained even more stably.

(7)本実施例は復水戻り管17上に流量制御弁20を
設けて復水器戻しの流量を制御するようにしである。
(7) In this embodiment, a flow rate control valve 20 is provided on the condensate return pipe 17 to control the flow rate of the condenser return.

従って中間貯槽15とホットウェル2内の液面との落差
によるトラブルは未然に防止できる。
Therefore, troubles caused by the difference in head between the intermediate storage tank 15 and the liquid level in the hot well 2 can be prevented.

第3図は本発明の第2の実施例を示す復水浄化装置の系
統図である。
FIG. 3 is a system diagram of a condensate purification apparatus showing a second embodiment of the present invention.

前記第1の実施例と異なる点は主に流量制御弁20のキ
ャビテーション防止を図った点にある。
The difference from the first embodiment is mainly that cavitation of the flow control valve 20 is prevented.

以下第2の実施例の特徴部分について説明する。Characteristic parts of the second embodiment will be explained below.

流量検出器14は比較器22の入力端子に接続すると共
に制御切換器28の入力端子にも接続する。
Flow rate detector 14 is connected to an input terminal of comparator 22 and also to an input terminal of control switch 28 .

制御切換器28は設定器23.24及び制御切換器29
に接続する。
The control switch 28 includes a setting device 23, 24 and a control switch 29.
Connect to.

制御切換器29の入力端子にはこの他に弁開度検出器3
0が接続されている。
In addition to this, the input terminal of the control switch 29 is connected to a valve opening detector 3.
0 is connected.

制御切換器29は設定器23及び変換器31.32に接
続する。
Control switch 29 is connected to setting device 23 and converters 31,32.

変換器31,32、には水位検出器21も接続されてい
る。
A water level detector 21 is also connected to the converters 31 and 32.

変換器31の出力端子には流量制限器33が、変換器3
2の出力端子には流量制限器34がそれぞれ接続されて
いる。
A flow restrictor 33 is connected to the output terminal of the converter 31;
A flow restrictor 34 is connected to each of the two output terminals.

設定器23,24、変換器31,32はいずれも設定値
選択器25とも接続されている。
The setters 23 and 24 and the converters 31 and 32 are also connected to a set value selector 25.

そして設定器23,24、流量制限器33.34はいず
れも流量検出器14と共に比較器22の入力端子に接続
されている。
The setters 23 and 24 and the flow rate limiters 33 and 34 are all connected to the input terminal of the comparator 22 along with the flow rate detector 14.

他は第1の実施例と同様である。The rest is the same as the first embodiment.

尚、制御切換器28は流量検出器14で検出された流量
が定格流量の90%以上であるか否かで設定器23.2
4に基づく制御か制御切換器29に基づく制御かを選択
する装置であり、制御切換器29は弁開度検出器30で
検出された流量制御弁20の弁開度が30秒間以上10
%以下であるか否かで設定器23.24に基づく制御か
水位検出器21に基づく制御かを選択する装置である。
Note that the control switch 28 switches the setting device 23.2 depending on whether the flow rate detected by the flow rate detector 14 is 90% or more of the rated flow rate.
4 or control based on the control switch 29, and the control switch 29 is a device that selects control based on 4 or control based on the control switch 29, and the control switch 29 is a device that selects control based on 1
This device selects control based on the setter 23, 24 or the water level detector 21 depending on whether the water level is below %.

また変換器31.32は水位検出器21で検知された水
位変化量を設定器23.24と同様な流量信号に変換す
る装置であり、流量制限器33.34は水位検出器21
による水位変動信号が急激に変化した場合に復水浄化系
統流量が急変するのを防止する装置である。
Further, the converters 31.32 are devices that convert the amount of water level change detected by the water level detector 21 into a flow rate signal similar to the setter 23.24, and the flow rate limiters 33.34 are devices that convert the amount of water level change detected by the water level detector 21
This device prevents the condensate purification system flow rate from changing suddenly when the water level fluctuation signal changes suddenly.

第4図はこの実施例の制御フローを示す図である。FIG. 4 is a diagram showing the control flow of this embodiment.

まず流量検出器14で検出された復水総流量は制御切換
器28に入力される。
First, the total condensate flow rate detected by the flow rate detector 14 is input to the control switch 28.

そこで流量が定格流量の90%以上であれば制御切換器
29が作動する。
Therefore, if the flow rate is 90% or more of the rated flow rate, the control switch 29 is activated.

逆に90%以下であれば設定器23.24が作動できる
状態になる。
Conversely, if it is 90% or less, the setting devices 23 and 24 are ready to operate.

一方弁開度検出器30で検出された流量制御弁20の開
度が30秒間連続で10%以下となると変換器31.3
2が作動できる状態になり、そうでなければ設定器23
.24が作動できる状態になる。
On the other hand, when the opening degree of the flow rate control valve 20 detected by the valve opening degree detector 30 becomes 10% or less for 30 seconds continuously, the converter 31.3
2 is ready for operation, otherwise the setting device 23
.. 24 becomes operational.

変換器31.32には水位検出器21から水位変動信号
が入力されており、ここで流量単位に信号が変換されて
から流量制限器33,34を経て比較器22に入る。
A water level fluctuation signal is input from the water level detector 21 to the converters 31 and 32, where the signal is converted into a flow rate unit and then enters the comparator 22 via flow rate limiters 33 and 34.

また設定器23.24も第一の実施例と同様にして比較
器22に入る。
The setters 23 and 24 also enter the comparator 22 in the same manner as in the first embodiment.

尚、復水送給ポンプ4が2台運転の時には設定器23ま
たは変換器31が駆動可能状態となり、1台運転時には
設定器24または変換器32が駆動可能となる。
Note that when two condensate feed pumps 4 are in operation, the setting device 23 or the converter 31 is in a drivable state, and when one condensate feed pump 4 is in operation, the setting device 24 or the converter 32 is in a drivable state.

こうして流量制御弁20の開度が30秒間連続に10%
以上となると中間貯槽15の水位を一定にする制御が行
われる。
In this way, the opening degree of the flow rate control valve 20 is continuously maintained at 10% for 30 seconds.
When the water level exceeds that level, control is performed to keep the water level of the intermediate storage tank 15 constant.

そしてこの水位−走化制御の為に水位変動量に基づく信
号は流量検出器14で検出された復水総流量に基づく信
号と比較器22において比較され、更に各復水浄化系列
毎の流量と比較されて流量制御弁7の開度が決定される
For this water level-chemotaxis control, a signal based on the amount of water level fluctuation is compared with a signal based on the total condensate flow rate detected by the flow rate detector 14 in the comparator 22, and is further compared with the flow rate for each condensate purification series. The opening degree of the flow rate control valve 7 is determined by comparison.

一方、復水総流量が定格流量の90%以下である時或い
は流量制御弁20の弁開度が10%以上或いは10%以
下であっても30秒間以内の一時的なものである時は、
第一の実施例と同様な制御すなわちポンプの定格流量を
達成する為の制御が行われる。
On the other hand, when the total condensate flow rate is 90% or less of the rated flow rate, or when the valve opening degree of the flow rate control valve 20 is 10% or more or 10% or less but only temporarily for less than 30 seconds,
The same control as in the first embodiment, that is, control to achieve the rated flow rate of the pump is performed.

第5図はこの運転要領を主系統の運転負荷との関係で示
したものである。
Figure 5 shows this operating procedure in relation to the operating load of the main system.

図中曲線viは中間貯槽15から流出する主系統への流
量を、曲線viiはサイドストリーム系統内すなわち中
間貯槽15に供給される浄化済復水の復水送給管3内の
流量をそれぞれ示すものである。
In the figure, curve vi shows the flow rate from the intermediate storage tank 15 to the main system, and curve vii shows the flow rate in the side stream system, that is, the condensate feed pipe 3 of purified condensate supplied to the intermediate storage tank 15. It is something.

この流量の差分が復水器1に戻されることになる。This flow rate difference will be returned to the condenser 1.

そこで流量差が図の符号aとなると流量制御弁20の開
度が10%以下になるものとすれば、この流量差以下の
傾向が30秒間続くと中間貯槽15の水位を一定にする
制御が開始される。
Therefore, if the flow rate difference becomes sign a in the figure, the opening degree of the flow control valve 20 becomes 10% or less, and if this flow rate difference continues for 30 seconds, the water level in the intermediate storage tank 15 is controlled to be constant. will be started.

この制御は結局、中間貯槽15に入る流量と中間貯槽1
5とから出る流量とを等しくするものであるから復水送
給管3内の流量は実質的に曲線vi上をたどる事になる
This control ultimately determines the flow rate entering the intermediate storage tank 15 and the intermediate storage tank 1.
Since the flow rate in the condensate feed pipe 3 is made equal to the flow rate in the condensate feed pipe 3, the flow rate in the condensate feed pipe 3 substantially follows the curve vi.

そして復水総流量が90%以下になると、つまり流量差
が図の符号すとなると復水送給ポンプ4の定格流量に基
づく制御すなわち曲線Vをたどる制御へ復帰される。
When the total condensate flow rate becomes 90% or less, that is, when the flow rate difference reaches the sign shown in the figure, control is returned to control based on the rated flow rate of the condensate feed pump 4, that is, control that follows curve V.

本実施例によれば前記第1の実施例の効果に加えて、流
量制御弁20のキャビテーション防止が図れるという効
果がある。
According to this embodiment, in addition to the effects of the first embodiment, cavitation of the flow control valve 20 can be prevented.

尚、キャビテーションは、弁の縮流部における高流速の
状態が原因となり、局所的に流体の静圧が飽和圧力以下
となり、気泡が発生し、その後流において、流速が減少
し、静圧が飽和圧力以上になることによって、気泡が急
速に押しつぶされる現象である。
Cavitation is caused by high flow velocity in the flow contraction part of the valve, causing the static pressure of the fluid to locally drop below the saturation pressure, generating bubbles, and in the subsequent stream, the flow velocity decreases and the static pressure saturates. This is a phenomenon in which bubbles are rapidly crushed when the pressure exceeds that level.

この気泡の崩壊現象は激しい振動や騒音を伴い、また1
Qata〜1QQataの衝撃圧力を発生する為、弁本
体や配管のエロージョン(侵食)の原因となる。
This bubble collapse phenomenon is accompanied by severe vibrations and noise, and
Since an impact pressure of Qata to 1QQata is generated, it causes erosion of the valve body and piping.

現在使用されている弁はいずれもキャビテーションを発
生する。
All currently used valves produce cavitation.

若し低開度においてキャビテーションを発生しても、エ
アージョンを発生しない型式の弁を用いた場合には、弁
体の容量が小さくなるので、結局弁体の員数が増加する
ことになる。
If a valve of a type that does not generate air even if cavitation occurs at a low opening degree is used, the capacity of the valve body will be small, and the number of valve bodies will eventually increase.

いずれにせよ、本実施例によれば上記したようにキャビ
テーションを未然に防止することが可能である。
In any case, according to this embodiment, cavitation can be prevented as described above.

第6図は本発明の第3の実施例を示す復水浄化装置の系
統図である。
FIG. 6 is a system diagram of a condensate purification apparatus showing a third embodiment of the present invention.

前記第2の実施例と異なる点は脱塩塔についても等流量
制御を行えるようにした点にある。
The difference from the second embodiment is that the demineralization tower can also be controlled with equal flow rate.

以下第3の実施例の特徴部分について説明する。Characteristic parts of the third embodiment will be explained below.

各脱塩塔10の上流側には流量検出器35、流量制御弁
36が付設され、脱塩塔10には上下間の差圧を検出す
る差圧検出器37が付設されて、復水脱塩系列38が形
成される。
A flow rate detector 35 and a flow rate control valve 36 are attached to the upstream side of each demineralization tower 10, and a differential pressure detector 37 is attached to the demineralization tower 10 to detect the differential pressure between the upper and lower sides. A salt series 38 is formed.

流量検出器35は比較器39の入力端子に電気的に接続
される。
Flow rate detector 35 is electrically connected to the input terminal of comparator 39.

比較器39の入力端子は平均値演算器41の出力端子と
も接続されている。
The input terminal of the comparator 39 is also connected to the output terminal of the average value calculator 41.

平均値演算器41の入力端子は比較器22の出力端子と
接続されている。
The input terminal of the average value calculator 41 is connected to the output terminal of the comparator 22.

また、比較器39の出力端子は流量制御弁36に接続さ
れている。
Further, the output terminal of the comparator 39 is connected to the flow rate control valve 36.

こうして本実施例では復水脱塩系列38相互の等流量制
御も行われる。
In this manner, in this embodiment, equal flow rate control between the condensate desalination series 38 is also performed.

各脱塩塔10の差圧は差圧検出器37で検出され、前記
復水浄化系列5と同要領で再生処理される。
The differential pressure in each demineralization tower 10 is detected by a differential pressure detector 37, and regenerated in the same manner as in the condensate purification line 5.

例えばポンプ2台運転時の100%流量をaml/mi
nとし、実際に流量検出器14にて検出された復水総流
量をbm l /min (ただし、定格流量の90%
以下)とすると、比較器22がらは(a −1)) m
1 /minの流量増加を指令する信号が出され、こ
の信号は復水浄化系列5及び復水脱塩系列38のそれぞ
れの数分に均等に分配される。
For example, the 100% flow rate when two pumps are operated is aml/mi.
n, and the total condensate flow rate actually detected by the flow rate detector 14 is bml/min (however, 90% of the rated flow rate).
below), the comparator 22 is (a −1)) m
A signal is issued commanding a flow rate increase of 1/min, which signal is equally distributed over a number of minutes in each of the condensate purification series 5 and the condensate desalination series 38.

例えば復水浄化系列5を先の2つの実施例と同様に2本
配置とすると現状流量cml/minの系列には流量増
加(減少)分が((a b)/2−c)ml /mi
nノ開度変更が、dm l /minの系列には流量減
少(増加)分が((a−b)/2−d) ml/min
の開度変更がなされて、各塔間が等流量になるように制
御される。
For example, if two condensate purification series 5 are arranged as in the previous two embodiments, the series with the current flow rate cml/min will have an increase (decrease) in flow rate of ((a b)/2-c) ml/min.
In the series where n opening degree change is dml/min, the flow rate decrease (increase) is ((a-b)/2-d) ml/min
The opening degree is changed to control the flow rate between each column to be equal.

また両塔の開度変更後の総流量はbml/minとなる
ように流量増加が図られる。
Further, the total flow rate after changing the opening degree of both columns is increased so that it becomes bml/min.

これと全く同様の制御が復水脱塩系列38においてもな
される。
Exactly the same control is performed in the condensate desalination line 38 as well.

このように本実施例によれば、脱塩塔10についても等
流量制御を図ることができるから、前記ろ通塔と同様に
して脱塩能力を充分に発揮させることができるという効
果がある。
As described above, according to this embodiment, since the demineralization tower 10 can also be controlled to have a uniform flow rate, it has the effect that the demineralization capacity can be fully exhibited in the same way as the filtration tower.

以上の3種の実施例はいずれも設定流量と復水総流量と
の比較によって浄化系列相互の等流量制御を行っている
が、第7図に示した如くこのような比較を行わない方法
も可能である。
In all of the above three embodiments, equal flow rate control between the purification series is performed by comparing the set flow rate and the total condensate flow rate, but as shown in Fig. 7, there is also a method that does not perform such a comparison. It is possible.

第7図の実施例は、流量検出器14の出力を直ちに平均
値演算器40に接続したものである。
In the embodiment shown in FIG. 7, the output of the flow rate detector 14 is immediately connected to the average value calculator 40.

このようにすれば復水浄化装置は一層簡単な装置構造に
することができる。
In this way, the condensate purification device can have a simpler structure.

尚、この場合の等流量制御は次のようにして行われる。Note that equal flow rate control in this case is performed as follows.

すなわち流量検出器14にて検出された復水総流量をb
m l /minとすると、平均値演算器40にてろ通
塔8の数分に分けられ、例えばろ通塔8を2本とすると
一塔当たりb/2m l /minにすべき信号が出さ
れる。
That is, the total condensate flow rate detected by the flow rate detector 14 is b
If it is ml/min, the average value calculator 40 divides it into the number of filtration towers 8. For example, if there are two filtration towers 8, a signal that should be b/2 ml/min per tower is output. .

この信号が比較器26に入力されると、各基の現状流量
C(或いはd ) m l /minと前記b/2ml
/minとの比較が行われ、その流量差に応じた開度調
節が行われる。
When this signal is input to the comparator 26, the current flow rate C (or d) ml/min of each group and the b/2ml
/min, and the opening degree is adjusted according to the flow rate difference.

換言すれば(1) / 2− c ) m l 7m1
n(或いは(b/ 2− d ) m l /min、
ただしくC十d ) m l /min=bm l /
minの関係から(c −塔間の等流量制御が達成され
る。
In other words, (1) / 2-c) ml 7ml
n (or (b/2-d) ml/min,
However, C1d) ml/min=bml/
From the relationship of min (c - uniform flow rate control between the columns is achieved.

尚、本発明は上記4種の実施例に限定されるものでは無
く、例えば、復水浄化系列5と復水脱塩系列38とを組
み合わせた長い系列を並列配置することも可能であり、
また流量検出器14の位置はグランド蒸気復水器11の
後流とは限らす復水総流量の検出できる箇所ならどこで
も良い。
Note that the present invention is not limited to the above-mentioned four types of embodiments, and for example, it is also possible to arrange a long series in parallel, which is a combination of the condensate purification series 5 and the condensate desalination series 38.
Further, the position of the flow rate detector 14 is not limited to the downstream side of the grand steam condenser 11, but may be any location where the total flow rate of condensate can be detected.

更に復水ポンプ4の台数は特に制限されない。Furthermore, the number of condensate pumps 4 is not particularly limited.

以上の説明から明らかな如く、本発明によれば各浄化塔
間は極めて追従性良く等流量制御されるという効果があ
る。
As is clear from the above description, the present invention has the effect of controlling the flow rate to be equal between each purification tower with extremely good followability.

更に制御回路が従来のものより簡単化されるという効果
がある。
Furthermore, there is an effect that the control circuit is simpler than the conventional one.

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

第1図、第3図、第6図、第7図はいずれも本発明の実
施例に係る復水浄化装置の系統図、第2図は復水送給ポ
ンプの性能を示す特性図、第4図は第3図の実施例の制
御方法を説明するフロー図、第5図は同じく第3図の実
施例の制御方法を説明する説明図である。 1・・・・・・復水器、2・・・・・・ホットウェル、
3,16・・・・・・復水送給管、4,19・・・・・
・復水送給ポンプ、5・・・・・・復水浄化系列、6.
14. 35・・聞流量検出器、7. 20. 36
・・・・・・流量制御弁、8・・・川ろ通塔、9,37
・・曲差圧検出器、1o・曲・脱塩塔、15・・・・・
・中間貯槽、17・・回復水戻り管、18・・・・・・
蒸気空間連通管、21・・間水位検出器、22、 26
. 39・・・・・・比較器、23. 24・・曲設定
器、25・・・・・・設定値選択器、27・・開弁開度
調節器、28,29・・・・・・制御切換器、3o・曲
・弁開度検出器、31,32・・・・・・変換器、38
・曲・復水脱塩系列、40,41・・・・・・平均値演
算器。
Figures 1, 3, 6, and 7 are all system diagrams of a condensate purification device according to an embodiment of the present invention, and Figure 2 is a characteristic diagram showing the performance of a condensate feed pump. 4 is a flowchart for explaining the control method of the embodiment of FIG. 3, and FIG. 5 is an explanatory diagram for explaining the control method of the embodiment of FIG. 3. 1...Condenser, 2...Hotwell,
3,16... Condensate feed pipe, 4,19...
・Condensate feed pump, 5... Condensate purification series, 6.
14. 35... Sound flow detector, 7. 20. 36
...Flow control valve, 8...Kawaro tower, 9,37
...Curve differential pressure detector, 1o, bend, desalination tower, 15...
・Intermediate storage tank, 17...Recovery water return pipe, 18...
Steam space communication pipe, 21... Water level detector, 22, 26
.. 39... Comparator, 23. 24...Tune setting device, 25...Setting value selector, 27...Valve opening degree regulator, 28, 29......Control switching device, 3o...Tune/valve opening degree detection Container, 31, 32...Converter, 38
・Song/Condensate desalination series, 40, 41...Average value calculator.

Claims (1)

【特許請求の範囲】 1 復水を複数本並列に配列した復水浄化手段に流通さ
せて浄化し、各浄化手段相互の復水流量を等流量に制御
する復水浄化方法において、復水浄化系統を流れる実際
の総組水流通量を検出し、予め定められた目標とすべき
総組水流通量に相当する設定値との偏差を求め、前記偏
差に応じて、各浄化手段毎の目標復水流通量を設定し、
各浄化手段毎の実際の復水流通量を検出し、この検出値
と前記目標復水流通量との偏差によって、各浄化手段に
直列に設けられた復水流量制御弁を前記偏差が最小とな
るように制御することを特徴とする復水浄化方法。 2 前記浄化手段毎に差圧を検知して、その値に基づき
当該浄化手段の再生を行うことを特徴とする特許請求の
範囲第1項記載の復水浄化方法。 3 前記実際の総組水流通量を前記設定値と比較して流
量の偏差を知り、この流量偏差分を前記浄化手段の本数
で割って得られる平均値と前記各浄化手段毎の実際の復
水流通量とを比較して前記復水流量制御弁を制御するこ
とを特徴とする特許請求の範囲第1項または第2項記載
の復水浄化方法。 4 前記目標とすべき総組水流通量の設定値は前記浄化
手段に復水を流入させるポンプの定格流量とすることを
特徴とする特許請求の範囲第3項記載の復水浄化方法。 5 復水器内の復水溜めに開口する復水送給管上に復水
送給ポンプを配設し、該ポンプの下流側送給管は前記復
水溜めから送給される復水が一管路内を集合して流れる
送給管本管と該復水が並列配置の複数の管路に分散して
流れる送給管分散管群とを交互に接続して構成し、前記
ポンプ側の分散管群には各分散管毎に復水ろ通塔、復水
流量検出器及び復水流量制御弁を配設した復水浄化装置
において、前記送給管本管上に復水総流量検出器を配設
し、該総流量検出器で検出された復水総流量信号を予め
定めた設定値と比較してその偏差を出力する第1の比較
器と、第1の比較器出力信号を前記ポンプ側分散管群の
管数に等分した信号を出力する平均値演算器を設け、該
演算器の出力信号と前記各分散管毎に設けられた復水流
量検出器の検出信号とを比較してその差信号に応じて各
分散管上の前記流量制御弁の開度を前記差信号が最小と
なるように調節する第2の比較器を該各分散管毎に付設
することを特徴とする復水浄化装置。 6 前記各復水ろ通塔にろ通塔内差圧検出器を付設する
ことを特徴とする特許請求の範囲第5項記載の復水浄化
装置。 7 前記ポンプ側分散管群の下流側に前記送給管本管を
介して第2の分散管群を配設し、該分散管群には各分散
管毎に復水脱塩装置、第2の復水流量検出器及び第2の
復水流量制御弁を付設し、前記復水総流量を前記第2の
分散管群の管数に等分する第2の平均値演算器を設け、
該演算器の出力信号と前記各第2の復水流量検出器の検
出信号とを比較してその差信号に応じて各分散管上の前
記第2の流量制御弁の開度を前記差信号が最小となるよ
うに調節する第3の比較器を該各分散管毎に付設するこ
とを特徴とする特許請求の範囲第5項または第6項記載
の復水浄化装置。 8 前記設定値として前記ポンプの定格流量を設定する
設定器を前記第1の比較器に付設することを特徴とする
特許請求の範囲第5項記載の復水浄化装置。 9 前記ポンプは複数台並列に配設し、ポンプの運転台
数に応じて前記設定値を変更する設定値選択器を前記第
1の比較器に付設することを特徴とする特許請求の範囲
第8項記載の復水浄化装置。 10 復水器底部の復水溜めの他に第2の復水溜めを有
し、両組水溜めを前記復水送給管で結び、前記第2の復
水溜めに浄化処理済復水の一部をボイラへ送給する第2
の復水送給管と、前記浄化処理済復水の残部を前記復水
器に戻す復水戻り管とを開口させ、前記第2の復水溜め
を有する容器と前記復水器との雨空間部も配管接続する
ことを特徴とする特許請求の範囲第5項記載の復水浄化
装置。 11 前記容器に水位検出器を付設すると共に、前記復
水戻り管上に該水位検出器の検出信号に基づいて開度調
節される復水戻し流量制御弁を付設することを特徴とす
る特許請求の範囲第10項記載の復水浄化装置。 12 前記復水戻し流量制御弁の開度に応じて前記設定
流量信号に代わり前記容器内の水位を一定に保持する変
動流量信号を入力する制御切換器を設け、該切換器に前
記水位検出器の検出信号を流量信号に変換する変換器を
付設することを特徴とする特許請求の範囲第11項記載
の復水浄化装置。
[Claims] 1. In a condensate purification method in which condensate is purified by flowing through a plurality of condensate purification means arranged in parallel, and the condensate flow rate of each purification means is controlled to be equal flow rate, the condensate purification method The actual total amount of water flowing through the system is detected, the deviation from the set value corresponding to the predetermined target total amount of water flowing is determined, and the target for each purification means is determined according to the deviation. Set the condensate flow rate,
The actual condensate flow rate for each purification means is detected, and the deviation between this detected value and the target condensate flow rate is used to control the condensate flow rate control valve provided in series with each purification means until the deviation is the minimum. A condensate purification method characterized by controlling the condensate so that the 2. The condensate purification method according to claim 1, wherein the differential pressure is detected for each of the purification means and the purification means is regenerated based on the detected value. 3. Compare the actual total water flow rate with the set value to find the flow rate deviation, and divide this flow rate deviation by the number of purification means to obtain an average value and the actual recovery for each purification means. The condensate purification method according to claim 1 or 2, characterized in that the condensate flow rate control valve is controlled by comparing the flow rate with the flow rate of water. 4. The condensate purification method according to claim 3, wherein the set value of the target total flow rate of assembled water is a rated flow rate of a pump that causes condensate to flow into the purification means. 5 A condensate feed pump is disposed on a condensate feed pipe that opens to a condensate reservoir in a condenser, and a downstream feed pipe of the pump is configured to receive condensate from the condensate reservoir. The pump side is configured by alternately connecting main feed pipes that collectively flow in one pipe line and feed pipe distribution pipe groups in which the condensate flows in a distributed manner in a plurality of parallelly arranged pipe lines. In the condensate purification device, in which a condensate filtration tower, a condensate flow rate detector, and a condensate flow rate control valve are arranged for each distribution pipe in the distribution pipe group, the total condensate flow rate is measured on the main feed pipe. a first comparator which is provided with a detector and which compares a condensate total flow rate signal detected by the total flow rate detector with a predetermined set value and outputs the deviation; and a first comparator output signal. An average value calculation unit is provided which outputs a signal obtained by equally dividing the number of pipes into the number of pipes in the pump-side distribution pipe group, and the output signal of the calculation unit and the detection signal of the condensate flow rate detector provided for each of the distribution pipes are combined. A second comparator is attached to each dispersion pipe, and the second comparator is attached to each dispersion pipe to compare the difference signal and adjust the opening degree of the flow rate control valve on each dispersion pipe so that the difference signal is minimized. Features of condensate purification equipment. 6. The condensate purification device according to claim 5, wherein each of the condensate filtration towers is provided with a filtration tower differential pressure detector. 7. A second dispersion pipe group is disposed downstream of the pump-side dispersion pipe group via the feed pipe main pipe, and the dispersion pipe group includes a condensate desalination device and a second dispersion pipe for each dispersion pipe. a condensate flow rate detector and a second condensate flow rate control valve, and a second average value calculator that equally divides the total condensate flow rate into the number of pipes in the second distributed pipe group;
The output signal of the computing unit and the detection signal of each of the second condensate flow rate detectors are compared, and the opening degree of the second flow rate control valve on each distribution pipe is determined according to the difference signal. 7. The condensate purification device according to claim 5 or 6, wherein a third comparator is provided for each dispersion pipe to adjust the amount of water to a minimum. 8. The condensate purification device according to claim 5, wherein a setting device for setting the rated flow rate of the pump as the set value is attached to the first comparator. 9. Claim 8, wherein a plurality of the pumps are arranged in parallel, and a set value selector for changing the set value according to the number of operating pumps is attached to the first comparator. Condensate purification device as described in section. 10 In addition to the condensate reservoir at the bottom of the condenser, there is a second condensate reservoir, both sets of water reservoirs are connected by the condensate feed pipe, and purified condensate is supplied to the second condensate reservoir. The second part is sent to the boiler.
A condensate supply pipe and a condensate return pipe for returning the remainder of the purified condensate to the condenser are opened, and a condensate return pipe that returns the remainder of the purified condensate to the condenser is opened, and the condensate is removed from the container having the second condensate reservoir and the condenser. 6. The condensate purification device according to claim 5, wherein the space is also connected to piping. 11 A claim characterized in that a water level detector is attached to the container, and a condensate return flow rate control valve whose opening degree is adjusted based on a detection signal of the water level detector is attached on the condensate return pipe. The condensate purification device according to item 10. 12 A control switch is provided for inputting a fluctuating flow rate signal that maintains the water level in the container constant instead of the set flow rate signal according to the opening degree of the condensate return flow rate control valve, and the switch is connected to the water level detector. 12. The condensate purification device according to claim 11, further comprising a converter for converting a detection signal of the flow rate signal into a flow rate signal.
JP55089135A 1980-07-02 1980-07-02 Condensate purification method and equipment Expired JPS5953468B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP55089135A JPS5953468B2 (en) 1980-07-02 1980-07-02 Condensate purification method and equipment

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Application Number Priority Date Filing Date Title
JP55089135A JPS5953468B2 (en) 1980-07-02 1980-07-02 Condensate purification method and equipment

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JPS5716799A JPS5716799A (en) 1982-01-28
JPS5953468B2 true JPS5953468B2 (en) 1984-12-25

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JP55089135A Expired JPS5953468B2 (en) 1980-07-02 1980-07-02 Condensate purification method and equipment

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6290166U (en) * 1985-11-25 1987-06-09
JPS62164692U (en) * 1986-04-08 1987-10-19
JPS63125396A (en) * 1986-11-14 1988-05-28 日本電気株式会社 Ic card

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7240083B2 (en) * 2017-03-21 2023-03-15 Kyb株式会社 Servo valve controller

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS558314Y2 (en) * 1975-02-27 1980-02-23
US4036011A (en) * 1976-01-28 1977-07-19 Westinghouse Electric Corporation Multiple valve sequential control for a combined cycle power plant
JPS6038225B2 (en) * 1977-09-12 1985-08-30 ソニー株式会社 Manufacturing method of amorphous alloy

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6290166U (en) * 1985-11-25 1987-06-09
JPS62164692U (en) * 1986-04-08 1987-10-19
JPS63125396A (en) * 1986-11-14 1988-05-28 日本電気株式会社 Ic card

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Publication number Publication date
JPS5716799A (en) 1982-01-28

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