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JP2014234944A - Water quality monitor - Google Patents

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JP2014234944A
JP2014234944A JP2013116585A JP2013116585A JP2014234944A JP 2014234944 A JP2014234944 A JP 2014234944A JP 2013116585 A JP2013116585 A JP 2013116585A JP 2013116585 A JP2013116585 A JP 2013116585A JP 2014234944 A JP2014234944 A JP 2014234944A
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water quality
water
boiler
period
average value
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JP6249266B2 (en
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勲 佐々木
Isao Sasaki
勲 佐々木
古川 英夫
Hideo Furukawa
英夫 古川
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Miura Co Ltd
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Abstract

【課題】ボイラの給水や濃縮ブロー等によって生じる一時的な水質異常の検知の変化に影響されず、ボイラ水の水質判定を良好に行うことのできる水質モニタを提供する。【解決手段】水質モニタ10は、ボイラ80に設置されてボイラ水の水質に応じた水質信号を生成する水質センサ20と、水質センサ20に接続され、水質信号に基づいてボイラ水の水質を判定する制御器40と、を備え、制御器40は、所定のサンプリング周期で水質センサ20の水質信号を取得すると共に、所定の平均算出期間における水質信号の平均値を順次算出し、この平均値に基づいてボイラ水の水質を判定する。【選択図】図3To provide a water quality monitor capable of satisfactorily determining the quality of boiler water without being affected by changes in detection of a temporary water quality abnormality caused by water supply or concentration blow of the boiler. A water quality monitor (10) is installed in a boiler (80) and generates a water quality signal corresponding to the water quality of the boiler water. The water quality monitor (10) is connected to the water quality sensor (20) and determines the water quality of the boiler water based on the water quality signal. The controller 40 acquires the water quality signal of the water quality sensor 20 at a predetermined sampling period, sequentially calculates the average value of the water quality signal in a predetermined average calculation period, and sets the average value to the average value. Based on this, the water quality of the boiler water is determined. [Selection] Figure 3

Description

本発明は、ボイラ水の水質を管理するための水質モニタに関する。   The present invention relates to a water quality monitor for managing the quality of boiler water.

ボイラ缶体内のボイラ水の溶存酸素濃度や有害イオン濃度が高くなったり、ボイラ水のpHが低くなったりするなどしてボイラ水の水質が悪化した状態が続くと、ボイラ缶体や水管等に腐食が発生してしまうおそれがあるため、従来から、ボイラ水の水質検査が行われている。   If the dissolved oxygen concentration or harmful ion concentration in the boiler water increases, or the boiler water quality deteriorates due to low boiler water pH, etc., Since corrosion may occur, boiler water quality inspection has been conventionally performed.

例えば、下記特許文献1及び2には、ボイラ缶体に一対の電極からなる水質センサを設置し、ボイラ水の水質に応じて電極間に流れる電流等のセンサ出力信号に基づいて水質を検査することで、ボイラ水の腐食性を検出する装置が開示されている。   For example, in Patent Documents 1 and 2 below, a water quality sensor including a pair of electrodes is installed in a boiler can body, and the water quality is inspected based on a sensor output signal such as a current flowing between the electrodes according to the water quality of the boiler water. Thus, an apparatus for detecting the corrosiveness of boiler water is disclosed.

実公平7−34370号公報No. 7-34370 特開平10−332623号公報Japanese Patent Laid-Open No. 10-332623

しかし、通常、ボイラにおいては、給水や濃縮ブロー等のイベントが行われるため、ボイラ水の水質が一時的に急激に変化する。このため、水質センサの出力信号に基づく水質検査では、このような一時的な水質信号の急変による水質の一時的変化を検知し、水質が悪化したと判定してしまうといった問題が起こりうる。   However, usually, in the boiler, events such as water supply and concentration blow are performed, so that the quality of the boiler water temporarily changes abruptly. For this reason, in the water quality inspection based on the output signal of the water quality sensor, there may be a problem that such a temporary change in water quality due to a sudden change in the water quality signal is detected and it is determined that the water quality has deteriorated.

本発明は、このような課題に鑑みてなされたものであり、ボイラの給水や濃縮ブロー等によって生じる一時的な水質の変化に影響されず、ボイラ水の水質判定を良好に行うことのできる水質モニタを提供することを目的とする。   The present invention has been made in view of such a problem, and is not affected by a temporary change in water quality caused by boiler water supply, concentration blow, or the like, and can perform water quality determination of boiler water satisfactorily. The purpose is to provide a monitor.

上記課題を解決するために、本発明に係る水質モニタは、ボイラに設置されてボイラ水の水質に応じた水質信号を生成する水質センサと、前記水質センサに接続され、前記水質信号に基づいてボイラ水の水質を判定する制御器と、を備え、前記制御器は、所定のサンプリング周期で前記水質センサの水質信号を取得すると共に、所定の平均算出期間における前記水質信号の平均値を順次算出し、この平均値に基づいてボイラ水の水質を判定することを特徴とする。   In order to solve the above problems, a water quality monitor according to the present invention is installed in a boiler and generates a water quality signal corresponding to the water quality of the boiler water, and is connected to the water quality sensor, and based on the water quality signal. A controller for determining the water quality of the boiler water, the controller acquires the water quality signal of the water quality sensor at a predetermined sampling period, and sequentially calculates the average value of the water quality signal in a predetermined average calculation period. The water quality of the boiler water is determined based on the average value.

本発明に係る水質モニタによれば、ボイラの給水や濃縮ブロー等によって生じる一時的な水質の変化に影響されず、ボイラ水の水質判定を良好に行うことができる。   According to the water quality monitor according to the present invention, it is possible to satisfactorily determine the quality of boiler water without being affected by a temporary change in water quality caused by water supply or concentration blow of the boiler.

図1は、本発明の実施の形態に係る水質モニタの構成を一部概略的に示す図である。FIG. 1 is a diagram schematically showing a part of the configuration of a water quality monitor according to an embodiment of the present invention. 図2は、本発明の実施の形態に係る水質モニタの設置状況を示す図である。FIG. 2 is a diagram showing the installation status of the water quality monitor according to the embodiment of the present invention. 図3は、本発明の実施の形態に係る制御器における水質判定処理の流れを説明するためのフローチャートである。FIG. 3 is a flowchart for explaining the flow of water quality determination processing in the controller according to the embodiment of the present invention. 図4は、本発明の実施の形態に係る水質センサの出力信号の時間経過のモデルを示す図である。FIG. 4 is a diagram illustrating a time-lapse model of the output signal of the water quality sensor according to the embodiment of the present invention.

以下、図面を参照しながら、本発明の実施形態に係る水質モニタについて説明する。図1は、本実施形態に係る水質モニタ10の構成を一部概略的に示す図である。なお、図1では、水質センサ20の一部を断面図で示している。図2は、本実施形態に係る水質モニタ10のボイラ80への設置状況を概略的に示す図である。   Hereinafter, a water quality monitor according to an embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a diagram schematically showing a part of the configuration of a water quality monitor 10 according to the present embodiment. In addition, in FIG. 1, some water quality sensors 20 are shown with sectional drawing. FIG. 2 is a diagram schematically illustrating an installation state of the water quality monitor 10 according to the present embodiment on the boiler 80.

水質モニタ10は、ボイラ80に設置されてボイラ水の水質判定を行うための装置であり、ボイラ水の水質に応じた水質信号を生成する水質センサ20と、この出力信号に基づいてボイラ水の水質を判定する制御器40とを備えている。   The water quality monitor 10 is a device that is installed in the boiler 80 to determine the water quality of the boiler water. The water quality sensor 20 generates a water quality signal corresponding to the water quality of the boiler water, and the boiler water based on the output signal. And a controller 40 for determining water quality.

水質センサ20は、ガルバニック腐食(異種金属接触腐食)を利用した腐食センサであり、ボイラ水の溶存酸素濃度、pH及び有害イオン濃度に応じた水質信号を出力する。ボイラ水の溶存酸素濃度、pH及び有害イオン濃度は、缶体81内のボイラ水の腐食性と相関が高く、水質モニタ10は、水質センサ20の水質信号に基づいてボイラ水の水質を判定することで、ボイラ水の腐食性を評価することができる。   The water quality sensor 20 is a corrosion sensor using galvanic corrosion (dissimilar metal contact corrosion), and outputs a water quality signal corresponding to the dissolved oxygen concentration, pH, and harmful ion concentration of boiler water. The dissolved oxygen concentration, pH, and harmful ion concentration in the boiler water are highly correlated with the corrosivity of the boiler water in the can 81, and the water quality monitor 10 determines the quality of the boiler water based on the water quality signal from the water quality sensor 20. Thus, the corrosivity of boiler water can be evaluated.

図1に示すように、水質センサ20は、電極保持器21と、第一電極23と、第二電極25と、センサケーブル30と、アンプ33とを備えている。電極保持器21は、第一電極23と第二電極25とを所定の隙間を開けて支持、固定するための保持器である。   As shown in FIG. 1, the water quality sensor 20 includes an electrode holder 21, a first electrode 23, a second electrode 25, a sensor cable 30, and an amplifier 33. The electrode holder 21 is a holder for supporting and fixing the first electrode 23 and the second electrode 25 with a predetermined gap.

第一電極23は、鉄(SS:一般構造用圧延鋼材)製の電極であり、中空の略円筒型形状をしている。第二電極25は、ステンレス(SUS)製の電極であり、細い円柱形状をしている。第二電極25は、第一電極23の中空部分に所定の隙間を開けて同心で並行に設置され、止めねじによって、電極保持器21に固定されている。   The first electrode 23 is an electrode made of iron (SS: rolled steel for general structure) and has a hollow substantially cylindrical shape. The second electrode 25 is a stainless steel (SUS) electrode and has a thin cylindrical shape. The second electrode 25 is disposed concentrically in parallel with a predetermined gap in the hollow portion of the first electrode 23, and is fixed to the electrode holder 21 with a set screw.

センサケーブル30は、一端が第一電極23と第二電極25に接続され、他端が制御器40に接続されている。センサケーブル30には、アンプ33が設置されており、センサケーブル30を流れる水質信号は、アンプ33により増幅されて制御器40へと送られる。   The sensor cable 30 has one end connected to the first electrode 23 and the second electrode 25 and the other end connected to the controller 40. An amplifier 33 is installed in the sensor cable 30, and a water quality signal flowing through the sensor cable 30 is amplified by the amplifier 33 and sent to the controller 40.

図2に示すように、缶体81の下部ヘッダー82の側面には、水質センサ20を固定、設置するためのセンサ用ソケット83が設置されている。水質センサ20の本体部分は、第一電極23及び第二電極25が缶体81内に突出するようにセンサ用ソケット83に固定される。   As shown in FIG. 2, a sensor socket 83 for fixing and installing the water quality sensor 20 is installed on the side surface of the lower header 82 of the can 81. The main body portion of the water quality sensor 20 is fixed to the sensor socket 83 so that the first electrode 23 and the second electrode 25 protrude into the can 81.

センサ用ソケット83は、下部ヘッダー82の側面であって、バーナ側の水管の近くに設置されている。下部ヘッダー82のバーナ側の水管の近傍は、缶体81内でも腐食の進行しやすい部分であるため、その近傍に水質センサ20を設置すれば、缶体81内のボイラ水の腐食性を精度良く検知することができる。   The sensor socket 83 is installed on the side surface of the lower header 82 and near the water pipe on the burner side. The vicinity of the water pipe on the burner side of the lower header 82 is a portion where corrosion is likely to proceed even in the can body 81. Therefore, if the water quality sensor 20 is installed in the vicinity, the corrosiveness of the boiler water in the can body 81 can be accurately measured. It can be detected well.

このようにしてボイラ80に設置された水質センサ20においては、ボイラ水の溶存酸素濃度、pH及び有害イオン濃度に応じて、異種電極間にガルバニック電流(水質信号)が流れる。   In the water quality sensor 20 installed in the boiler 80 as described above, a galvanic current (water quality signal) flows between different electrodes according to the dissolved oxygen concentration, pH, and harmful ion concentration of the boiler water.

制御器40は、この水質信号に基づいてボイラ水の水質の良否を判定し、缶体81内のボイラ水の腐食性を評価する。制御器40は、ボイラ80の制御器と一体に構成しても良い。図3は、本実施形態に係る制御器40による水質判定処理の流れを説明するためのフローチャートである。   The controller 40 determines the quality of the boiler water based on this water quality signal, and evaluates the corrosiveness of the boiler water in the can 81. The controller 40 may be configured integrally with the controller of the boiler 80. FIG. 3 is a flowchart for explaining the flow of water quality determination processing by the controller 40 according to the present embodiment.

制御器40は、水質信号を1秒毎にサンプリングしながら、1日毎に水質信号の平均値を算出し、この平均値の変化量及び大きさ(絶対値)に基づいて、水質の異常判定を行うことを特徴としている。   The controller 40 calculates the average value of the water quality signal every day while sampling the water quality signal every second, and determines the abnormality of the water quality based on the change amount and magnitude (absolute value) of the average value. It is characterized by doing.

具体的には、まずS1において、制御器40は、サンプリング周期1秒で水質センサ20の出力信号である水質信号を取得する。次に、S2では、水質信号の取得を始めてから1日(平均値算出期間)が経過したか否かを判定し、1日経過すると、S3へ進み、水質信号の1日の平均値を算出する。   Specifically, first, in S1, the controller 40 acquires a water quality signal that is an output signal of the water quality sensor 20 with a sampling period of 1 second. Next, in S2, it is determined whether one day (average value calculation period) has elapsed since the start of acquisition of the water quality signal. If one day has passed, the process proceeds to S3, where the average value of the water quality signal is calculated for one day. To do.

S4では、この平均値の変化量に基づいて、水質の良否を判定する。すなわち、制御器40は、前回(前日)の平均値と今回算出した平均値との差である変化量を求め、算出した変化量が所定の変化量基準値(100μA)以上であった場合には、S6に進んで水質が異常であると判定し、そうでない場合には、S5に進み、次の判定を行う。   In S4, the quality of water quality is determined based on the change amount of the average value. That is, the controller 40 obtains a change amount that is a difference between the average value of the previous time (previous day) and the average value calculated this time, and when the calculated change amount is equal to or greater than a predetermined change amount reference value (100 μA). Advances to S6, determines that the water quality is abnormal, and if not, advances to S5 and performs the next determination.

S5では、上記平均値の大きさに基づいて、水質の良否を判定する。すなわち、制御器40は、今回算出した平均値が所定の絶対値基準値(300μA)以上であった場合には、S6に進んで水質が異常であると判定し、そうでない場合には、水質が異常ではないとしてS1に戻り、引き続き水質信号のサンプリングを行う。   In S5, the quality of the water is determined based on the average value. That is, when the average value calculated this time is equal to or greater than the predetermined absolute value reference value (300 μA), the controller 40 proceeds to S6 and determines that the water quality is abnormal. Is not abnormal, the process returns to S1, and the water quality signal is continuously sampled.

なお、S6において、水質が異常であると判定された場合には、ボイラ水において、溶存酸素濃度が高い状態、pHが悪化した状態、有害イオン濃度が高い状態等、腐食性の高い状態が発生しており、将来的に缶体パンクなどが発生する可能性が高いと考えられる。よって、ボイラ80の管理者は、水質悪化の原因を調べ、使用する薬品を変更するなどの対策を施す。   If it is determined in S6 that the water quality is abnormal, the boiler water is in a highly corrosive state such as a state where the dissolved oxygen concentration is high, the pH is deteriorated, or the harmful ion concentration is high. Therefore, there is a high possibility that can puncture will occur in the future. Therefore, the manager of the boiler 80 investigates the cause of the deterioration of the water quality and takes measures such as changing the chemical to be used.

なお、本実施形態では、平均算出期間が1日であるため、水質の悪化の原因がボイラ80の修理や部品交換等である場合には、管理者がその日に行った作業をふり返ることで、容易に原因を特定できる場合もある。   In this embodiment, since the average calculation period is one day, when the cause of the deterioration of water quality is the repair of the boiler 80 or the replacement of parts, the administrator can look back on the work performed on that day. In some cases, the cause can be easily identified.

このように、制御器40は、所定のサンプリング周期で取得した水質信号の所定の平均算出期間(1日)での平均値を算出し、この平均値に基づいてボイラ水の水質を判定しているので、短時間の給水や濃縮ブロー等のイベントによる水質信号の一時的に急激な変化を不必要に検知することなく、ボイラ水の水質の判定を良好に行うことができる。   As described above, the controller 40 calculates the average value of the water quality signal acquired at the predetermined sampling period in the predetermined average calculation period (one day), and determines the water quality of the boiler water based on the average value. Therefore, the quality of the boiler water can be well determined without unnecessarily detecting a temporary sudden change in the water quality signal due to an event such as short-time water supply or concentration blow.

また、算出した平均値の変化量に基づいて水質の判定を行うことで、水質センサ20の出力が低下してしまった場合などであっても、ボイラ水質の急な悪化を確実に検知することができる。例えば、ボイラ導入初期には、水質センサ20の鉄の第一電極23の表面に酸化皮膜が形成され、電極表面での化学反応が抑制されるケースが発生するが、本実施形態であれば、このようなケースでも良好な水質判定を行うことができる。   Moreover, even if the output of the water quality sensor 20 is reduced by determining the water quality based on the calculated change amount of the average value, the sudden deterioration of the boiler water quality is reliably detected. Can do. For example, in the initial stage of boiler introduction, an oxide film is formed on the surface of the iron first electrode 23 of the water quality sensor 20 and a chemical reaction on the electrode surface is suppressed. Even in such a case, good water quality determination can be performed.

一方、変化量による水質判定の場合には、ボイラ80への給水源(地下水、工業用水、水道水等)の水質がゆっくりと悪化している場合など、水質センサ20の出力信号が徐々に上昇する場合には水質の悪化を検知することができない。しかし、本実施形態のように、算出した平均値の大きさにも基づいて水質判定を行うことで、徐々に水質が悪化する場合であっても良好な水質判定を行うことが可能である。   On the other hand, in the case of water quality determination based on the amount of change, the output signal of the water quality sensor 20 gradually increases, such as when the water quality of the water supply source (ground water, industrial water, tap water, etc.) to the boiler 80 is slowly deteriorating. When it does, it cannot detect deterioration of water quality. However, by performing water quality determination based on the calculated average value as in the present embodiment, it is possible to perform good water quality determination even when the water quality gradually deteriorates.

もちろん、上記水質判定処理方法は適宜変更可能であり、例えば、上述したS4の変化量による判定処理と、S5の絶対値による判定処理の順序は変更しても良いし、同時に行うようにしても良い。   Of course, the water quality determination processing method can be changed as appropriate. For example, the order of the determination process based on the amount of change in S4 and the determination process based on the absolute value in S5 may be changed or performed simultaneously. good.

また、上記S4では、今回の平均値と前日の平均値の差を変化量として水質判定を行っているが、今回の平均値と過去数日間の平均値との差を変化量として判定を行っても良い。   In S4, the water quality is determined using the difference between the current average value and the previous day's average value as the amount of change. However, the difference between the current average value and the average value for the past several days is determined as the amount of change. May be.

また、水質判定処理で用いる各パラメータの値も適宜変更可能である。例えば、上記実施形態では、サンプリング周期を1秒としているが、サンプリング周期は、1秒以下であっても良いし、1秒以上(例えば、5秒や10秒)であっても良い。但し、ボイラ80の給水や濃縮ブロー等のイベントによる水質の変化を検知可能としておくため、サンプリング周期は、給水が実施される周期や濃縮ブローが実施される周期よりも短い周期であることが望ましい。   Moreover, the value of each parameter used in the water quality determination process can be changed as appropriate. For example, in the above embodiment, the sampling period is 1 second, but the sampling period may be 1 second or less, or 1 second or more (for example, 5 seconds or 10 seconds). However, in order to make it possible to detect a change in water quality due to an event such as water supply or concentration blow of the boiler 80, the sampling period is preferably shorter than the period when the water supply is performed or the period when the concentration blow is performed. .

また、制御器40が平均値を算出する期間(平均算出期間)も適宜変更可能であり、例えば、1時間、5時間、半日、2日等であっても良い。但し、平均算出期間が短くなり過ぎると、ボイラ80の給水や濃縮ブローによる水質の一時的な急変化を検知してしまい、平均値の一時的に大きくなりすぎてしまうおそれがある。   Further, the period during which the controller 40 calculates the average value (average calculation period) can be changed as appropriate, and may be, for example, 1 hour, 5 hours, half day, 2 days, or the like. However, if the average calculation period becomes too short, a temporary sudden change in water quality due to water supply or concentration blow of the boiler 80 may be detected, and the average value may become too large temporarily.

したがって、平均算出期間は、給水(例えば、周期が5分程度)や濃縮ブロー(例えば、周期が20〜30分程度)がそれぞれ複数回実施されるような長さの期間であることが望ましい。一方、平均算出期間が長すぎると、平均値の変化量が小さくなりすぎてしまうおそれがあるため、水質の悪化を検知できる程度の長さにする必要がある。   Therefore, it is desirable that the average calculation period is a length of time such that water supply (for example, the cycle is about 5 minutes) and concentration blow (for example, the cycle is about 20 to 30 minutes) are performed a plurality of times. On the other hand, if the average calculation period is too long, the amount of change in the average value may become too small, so it is necessary to make the length so that deterioration of water quality can be detected.

また、S4での水質の判定基準である変化量基準値や、S5での水質の判定基準である絶対値基準値もボイラ80の設置環境等に応じて、適宜変更可能である。   Further, the change amount reference value, which is the water quality determination criterion in S4, and the absolute value reference value, which is the water quality determination criterion in S5, can be changed as appropriate according to the installation environment of the boiler 80 and the like.

続いて、図4を参照しながら、本実施形態による水質判定処理の例について説明する。図4は、本実施形態に係る水質センサ20の水質信号の時間経過を示す図であり、縦軸が水質信号[μA]、横軸が時間を示している。   Next, an example of water quality determination processing according to the present embodiment will be described with reference to FIG. FIG. 4 is a diagram illustrating the time lapse of the water quality signal of the water quality sensor 20 according to the present embodiment, where the vertical axis indicates the water quality signal [μA] and the horizontal axis indicates the time.

図4では、試運転後のボイラ80の稼働開始時刻をt0とし、その後、変化量判定による水質異常検知(t3)、絶対値判定による水質異常検知(t4)、全濃縮ブロー及びセンサ洗浄(t5)、濃縮ブロー(t7)のイベントが発生した状態をモデルとして示している。 In FIG. 4, the operation start time of the boiler 80 after the trial operation is set to t 0, and then water quality abnormality detection by the change amount determination (t 3 ), water quality abnormality detection by the absolute value determination (t 4 ), total concentration blow and sensor cleaning (T 5 ), the state where the event of concentration blow (t 7 ) has occurred is shown as a model.

まず、t0においては、試運転後のボイラ導入初期であるため、ボイラ水の水質が安定しておらず、水質信号が大きな出力値を示す可能性が高い。よって、本実施形態では、制御器40は、水質が安定するまで所定の期間X6(t0〜t1)、水質モニタ10による水質判定を休止している。 First, at t 0 , the boiler water quality is not stable because it is in the initial stage of boiler introduction after the trial operation, and there is a high possibility that the water quality signal shows a large output value. Therefore, in the present embodiment, the controller 40 pauses the water quality determination by the water quality monitor 10 for a predetermined period X 6 (t 0 to t 1 ) until the water quality is stabilized.

本実施形態では、判定休止期間X6は、高燃焼換算で50時間である。このように、ボイラ水の水質が安定しない期間を判定休止期間とすることで、ボイラ水の腐食性と関連性の低い水質変化を不要に検知してしまうのを防止することができる。 In the present embodiment, the determination idle period X 6 is 50 hours at high fire converted. In this way, by setting the period during which the boiler water quality is not stable as the determination suspension period, it is possible to prevent unnecessary detection of a water quality change that is not related to the corrosiveness of the boiler water.

また、t3では、制御器40は、上述したS4の変化量判定(矢印A)により、水質異常であると判定する。すなわち、t3において、制御器40は、水質信号の平均算出期間X3(1日)の平均値を算出後、前日のt2において算出した平均算出期間X2(1日)の平均値との差である変化量X1(100μA)を求める。本実施形態では、変化量基準値が100μAであるため、制御器40は、t3において水質異常であると判定する。 Further, the t 3, the controller 40, the change amount determining S4, described above (arrow A), determines that the water quality abnormality. That is, at t 3 , the controller 40 calculates the average value of the average calculation period X 3 (1 day) of the water quality signal and then calculates the average value of the average calculation period X 2 (1 day) calculated at t 2 of the previous day. The change amount X 1 (100 μA) that is the difference between the two is obtained. In the present embodiment, since the change amount reference value is 100 μA, the controller 40 determines that the water quality is abnormal at t 3 .

また、t4では、制御器40は、上述したS5の絶対値判定(矢印B)により、水質異常であると判定する。すなわち、t4において、制御器40は、水質信号の平均算出期間X5(1日)の平均値X5(300μA)を算出する。本実施形態では、絶対値基準値が300μAであるため、制御器40は、t4において水質異常であると判定する。 Further, the t 4, the controller 40, the absolute value determination S5, described above (arrow B), determines that the water quality abnormality. That is, at t 4 , the controller 40 calculates the average value X 5 (300 μA) of the average calculation period X 5 (1 day) of the water quality signal. In this embodiment, since the absolute value reference value is 300 μA, the controller 40 determines that the water quality is abnormal at t 4 .

また、t5で全濃縮ブロー及びセンサ洗浄が行われると、缶体81内のボイラ水が大きく入れ替わり、ボイラ水の水質が安定していない。よって、上述したt0〜t1と同様に、水質モニタ10による水質判定を休止している。不要な水質異常検知を防止するための判定休止期間X7(t5〜t6)は、高燃焼換算で20時間である。 Further, when the total blowdown and sensor washed with t 5 is performed, replaced large boiler water in the can body 81, the water quality of the boiler water is not stable. Therefore, the water quality determination by the water quality monitor 10 is suspended as in the above-described t 0 to t 1 . The determination pause period X 7 (t 5 to t 6 ) for preventing unnecessary detection of abnormal water quality is 20 hours in terms of high combustion.

また、t7で濃縮ブローが行われると、同じくボイラ水の入れ替えにより水質が安定しないため、制御器40は、同様に水質モニタ10による水質判定を休止している。不要な水質異常検知を防止するための判定休止期間X8(t7〜t8)は、高燃焼換算で1時間である。 Further, when the concentration blow is performed at t 7 , the water quality is not stabilized due to the replacement of the boiler water. Therefore, the controller 40 similarly stops the water quality determination by the water quality monitor 10. The determination suspension period X 8 (t 7 to t 8 ) for preventing unnecessary detection of abnormal water quality is 1 hour in terms of high combustion.

以上、本実施形態について説明したが、本実施形態によれば、ボイラ80の給水や濃縮ブロー等によって生じる一時的な水質の変化に影響されず、ボイラ水の水質判定を良好に行うことができる。   As mentioned above, although this embodiment was described, according to this embodiment, the water quality determination of boiler water can be performed satisfactorily without being influenced by a temporary change in water quality caused by water supply or concentration blow of the boiler 80. .

続いて、本実施形態の変形例について説明する。本変形例では、上記実施形態のボイラ水の水質判定において、さらに、水質センサ20の水質信号の60秒毎の平均値である第二平均値に基づいて水質悪化の判定を行うことを特徴としている。   Then, the modification of this embodiment is demonstrated. In the present modification, in the water quality determination of the boiler water according to the above embodiment, the water quality deterioration is further determined based on a second average value that is an average value every 60 seconds of the water quality signal of the water quality sensor 20. Yes.

具体的には、制御器40は、上記平均算出期間(1日)よりも短い第二平均算出期間(60秒)で第二の平均値を順次算出し、この第二の平均値の上記平均算出期間(1日)における最大値が、最大値基準値以上であった場合には水質が異常であると判定する。   Specifically, the controller 40 sequentially calculates a second average value in a second average calculation period (60 seconds) shorter than the average calculation period (1 day), and the average of the second average values When the maximum value in the calculation period (one day) is equal to or greater than the maximum value reference value, it is determined that the water quality is abnormal.

ここで、最大値基準値は所定の値であり、上記絶対値基準値(300μA)と同じであっても良いし、異なる値であっても良い。但し、ボイラ80の給水や濃縮ブローによる水質変化については、水質悪化と判定しないような値にしておくのが望ましい。   Here, the maximum value reference value is a predetermined value, and may be the same as the absolute value reference value (300 μA) or a different value. However, it is desirable that the water quality change due to the water supply or concentration blow of the boiler 80 is set to a value that does not determine that the water quality has deteriorated.

このように、より短い第二平均算出期間(60秒)での第二の平均値に基づいて、水質判定を行うことで、1日単位の平均値では影響が消されてしまうような一時的な水質信号の変化を検知できるようになる。   In this way, by performing the water quality determination based on the second average value in the shorter second average calculation period (60 seconds), the effect of the average value in units of one day is temporarily erased. It will be possible to detect changes in water quality signals.

例えば、多缶設置のボイラシステムにおいては、低負荷運転のボイラに凝縮水が持ち込まれ、一時的に低負荷運転ボイラのボイラ水の腐食性が高まるケースが起こりうるが、水質信号の1日での平均値では、このような水質の変化を検知することができない。   For example, in a boiler system with multiple cans, there may be a case where condensed water is brought into a low-load operation boiler and temporarily increases the corrosiveness of the boiler water in a low-load operation boiler. In such an average value, such a change in water quality cannot be detected.

これに対して、本変形例によれば、低負荷運転ボイラへの凝縮水の流れ込みによる一時的な水質悪化を検知することができ、何らかの対策を施すことで、ボイラ水の腐食性を改善することができる。   On the other hand, according to this modification, it is possible to detect temporary deterioration of water quality due to the flow of condensed water into the low-load operation boiler, and to improve the corrosivity of boiler water by taking some measures. be able to.

もちろん、第二平均算出期間は適宜変更可能であり、上記平均算出期間(1日)よりも短い期間であれば、上記S5の絶対値判定では検知できない水質変化を検知することができる。なお、ボイラ水の腐食性と相関の無い、ボイラ80の給水(10秒程度)による水質信号の一時的な急上昇を検知しないようにするためには、第二平均算出期間を30秒以上とするのが望ましい。   Of course, the second average calculation period can be changed as appropriate. If the period is shorter than the average calculation period (one day), a change in water quality that cannot be detected by the absolute value determination in S5 can be detected. Note that the second average calculation period is set to 30 seconds or more so as not to detect a temporary rapid increase in the water quality signal caused by the water supply (about 10 seconds) of the boiler 80, which has no correlation with the corrosiveness of the boiler water. Is desirable.

以上、変形例を含めて本発明の実施形態について説明したが、本発明の実施の形態は上記実施形態に限定されるものではなく、本発明の主旨を逸脱しない範囲内で種々の変形が可能である。例えば、水質センサの電極の材料は適宜変更することができる。但し、ガルバニック腐食を利用した腐食センサの場合には、イオン化傾向の異なる異種金属からなる電極を組み合わせる必要がある。   As mentioned above, although embodiment of this invention was described including the modification, embodiment of this invention is not limited to the said embodiment, A various deformation | transformation is possible within the range which does not deviate from the main point of this invention. It is. For example, the material of the electrode of the water quality sensor can be changed as appropriate. However, in the case of a corrosion sensor using galvanic corrosion, it is necessary to combine electrodes made of different metals having different ionization tendencies.

また、上記実施形態では、ガルバニック電流を水質信号とするガルバニック腐食を利用した腐食センサを用いているが、ボイラ水の水質に応じた水質信号を出力する水質センサであれば、適宜、他のセンサを用いることができる。例えば、分極抵抗方式のセンサを用いても良い。   Moreover, in the said embodiment, although the corrosion sensor using the galvanic corrosion which makes a galvanic current a water quality signal is used, if it is a water quality sensor which outputs the water quality signal according to the water quality of boiler water, another sensor will be used suitably. Can be used. For example, a polarization resistance type sensor may be used.

10 水質モニタ
20 水質センサ
21 電極保持器
23 第一電極
25 第二電極
30 センサケーブル
33 アンプ
40 制御器
80 ボイラ
81 缶体
82 下部ヘッダー
83 センサ用ソケット
DESCRIPTION OF SYMBOLS 10 Water quality monitor 20 Water quality sensor 21 Electrode holder 23 First electrode 25 Second electrode 30 Sensor cable 33 Amplifier 40 Controller 80 Boiler 81 Can body 82 Lower header 83 Sensor socket

Claims (4)

ボイラに設置されてボイラ水の水質に応じた水質信号を生成する水質センサと、
前記水質センサに接続され、前記水質信号に基づいてボイラ水の水質を判定する制御器と、を備え、
前記制御器は、所定のサンプリング周期で前記水質センサの水質信号を取得すると共に、所定の平均算出期間における前記水質信号の平均値を順次算出し、この平均値に基づいてボイラ水の水質を判定することを特徴とする水質モニタ。
A water quality sensor installed in the boiler to generate a water quality signal corresponding to the quality of the boiler water;
A controller connected to the water quality sensor and determining the quality of boiler water based on the water quality signal;
The controller acquires a water quality signal of the water quality sensor at a predetermined sampling period, sequentially calculates an average value of the water quality signal in a predetermined average calculation period, and determines the water quality of the boiler water based on the average value A water quality monitor.
前記制御器は、前記平均値の大きさ及び変化量に基づいてボイラ水の水質を判定することを特徴とする請求項1記載の水質モニタ。   The water quality monitor according to claim 1, wherein the controller determines the water quality of the boiler water based on the magnitude and change amount of the average value. 前記所定のサンプリング周期は、前記ボイラにおいて濃縮ブローが実施される周期及び給水が実施される周期よりも短い周期であり、前記所定の平均算出期間は、前記ボイラにおいて濃縮ブロー及び給水がそれぞれ複数回実施される期間であることを特徴とする請求項1又は2記載の水質モニタ。   The predetermined sampling period is a period shorter than a period in which the concentration blow is performed in the boiler and a period in which the water supply is performed, and the predetermined average calculation period includes a plurality of times of the concentration blow and the water supply in the boiler, respectively. The water quality monitor according to claim 1, wherein the water quality monitor is a period of time for implementation. 前記制御器は、さらに、前記所定の平均算出期間よりも短い期間である第二平均算出期間における第二の平均値を順次算出し、前記所定の平均算出期間における前記第二の平均値の最大値に基づいてボイラ水の水質を判定することを特徴とする請求項1乃至3何れか1項記載の水質モニタ。   The controller further sequentially calculates a second average value in a second average calculation period, which is a period shorter than the predetermined average calculation period, and a maximum of the second average value in the predetermined average calculation period. The water quality monitor according to any one of claims 1 to 3, wherein the water quality of the boiler water is determined based on the value.
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