JP6461706B2 - Water supply apparatus and water supply control method - Google Patents

Water supply apparatus and water supply control method Download PDF

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JP6461706B2
JP6461706B2 JP2015099452A JP2015099452A JP6461706B2 JP 6461706 B2 JP6461706 B2 JP 6461706B2 JP 2015099452 A JP2015099452 A JP 2015099452A JP 2015099452 A JP2015099452 A JP 2015099452A JP 6461706 B2 JP6461706 B2 JP 6461706B2
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water supply
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JP2016215086A (en
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政明 千葉
政明 千葉
英浩 浦田
英浩 浦田
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Toshiba Corp
Toshiba Infrastructure Systems and Solutions Corp
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本発明の実施形態は、汚染物質除去後の用水の水質をモニタしつつ給水する給水装置、及び給水制御方法に関する。   Embodiments of the present invention relate to a water supply apparatus and a water supply control method for supplying water while monitoring the quality of water after removing pollutants.

従来より、取水後の原水を処理して所要目的の用水として供給する際には、原水中に含まれる種々の汚染物質等が水処理装置等によって除去された後、特定物質等の残留量が子細に測定される。そして、その測定結果と許容量との比較に基づいて所期の水質か否かが判定され、給水の継続または停止が切換制御される。   Conventionally, when raw water after water intake is processed and supplied as required water, various pollutants contained in the raw water are removed by a water treatment device, etc. It is measured in detail. Then, based on the comparison between the measurement result and the allowable amount, it is determined whether or not the water quality is as expected, and the continuation or stop of the water supply is switched.

一般に、水処理装置等から出力される処理後の用水に対しては、許容される特定物質等の残留量は遙かに少ない。このため、測定にあたっては、例えば取水側において行われる測定よりも高感度のモニタ装置等が用いられ、測定に要する時間も長くなる。一例として、飲用が目的の水道水に対する放射能測定要領においては、NaI(ヨウ化ナトリウム)検出器による例として、検出感度数十ベクレル毎リットルに対して数分〜数10分程度の測定時間を対応させている(非特許文献1参照。)。   In general, for the treated water output from the water treatment device or the like, the allowable residual amount of the specific substance or the like is much smaller. For this reason, in the measurement, for example, a monitor device or the like having higher sensitivity than the measurement performed on the intake side is used, and the time required for the measurement becomes longer. As an example, in the radioactivity measurement procedure for tap water intended for drinking, as an example using a NaI (sodium iodide) detector, a measurement time of several minutes to several tens of minutes for a detection sensitivity of several tens of becquerels per liter is used. (See Non-Patent Document 1).

特開2003−305454号公報JP 2003-305454 A

厚生労働省健康局水道課 「水道水等の放射能測定マニュアル」 表4-5検出感度と測定時間との関係 平成23年10月Ministry of Health, Labor and Welfare Health Bureau Water Section “Radioactivity Measurement Manual for Tap Water” Table 4-5 Relationship between Detection Sensitivity and Measurement Time October 2011

ところで、水処理装置が処理後に連続して出力する用水に対して、汚染物質となるような、微量の特定物質の残留量をモニタしながら下流の設備等に給水する場合、この残留量の測定は、極めて高感度で行うことになるため、ある程度の測定時間を必要とする。しかし、この測定時間が例えば上述したように無視できない程度の時間になってくると、その測定時間中も下流の設備等には給水が継続されるため、残留量の測定が完了してモニタ値を取得した時点では、残留量の許容値を逸脱した用水が下流の設備等に給水されてしまう虞があった。   By the way, when supplying water to downstream equipment while monitoring the residual amount of trace amount of specific substances that become pollutants for the water that is continuously output after treatment by the water treatment device, measure this residual amount. Since this is performed with extremely high sensitivity, a certain amount of measurement time is required. However, when this measurement time becomes a time that cannot be ignored as described above, for example, the water supply continues to the downstream equipment during the measurement time, so the measurement of the residual amount is completed and the monitor value At the time of obtaining the water, there is a risk that the water that deviates from the allowable value of the residual amount may be supplied to the downstream equipment or the like.

この様子を、図4を参照して説明する。図4は、水処理装置で処理済みの用水中における特定物質の残留量を汚染量として、その時間的な変化とそのモニタ値、及びこのモニタ値に基づいて行われる給水の継続/停止の制御を、モデル化して示した事例である。水処理装置で処理済みの用水中の汚染量は微量ではあるものの、図中に実線で例示したように処理後においても変化するものと考えられる。この汚染量を高感度に測定するには、所定の測定時間を必要とするため、測定結果としてのモニタ値は、図中に破線で例示したように、測定時間分の遅延を伴って取得される。そして、このモニタ結果に基づき給水の継続、または停止が制御される。   This will be described with reference to FIG. FIG. 4 shows a temporal change, a monitored value thereof, and a continuation / stop control of water supply performed based on the monitored value, with the residual amount of the specific substance in the treated water treated by the water treatment device as the contaminated amount. Is a modeled example. Although the amount of contamination in the water treated by the water treatment apparatus is very small, it is considered that it changes even after treatment as illustrated by the solid line in the figure. In order to measure this amount of contamination with high sensitivity, a predetermined measurement time is required. Therefore, the monitor value as the measurement result is acquired with a delay corresponding to the measurement time as illustrated by the broken line in the figure. The And the continuation or stop of water supply is controlled based on this monitoring result.

このときに、処理済みの用水の汚染量の変化範囲の途中に、汚染量に対する許容値がある場合、特に汚染量が上昇する方向に変化する場面では、測定時間分の遅れの影響を受けて、許容する汚染量を超えた用水が後段に給水される虞があった。また、水処理装置の稼働直後における時間帯においても、最初のモニタ値が取得されるまでの間、汚染量のモニタ値が確定されずに、許容する汚染量を超えた用水が給水される虞があった。   At this time, if there is an allowable value for the amount of contamination in the middle of the change range of the amount of contamination of treated water, especially in a scene where the amount of contamination increases, it is affected by the delay of the measurement time. There was a risk that water that exceeded the permissible amount of contamination would be supplied downstream. Also, even during the time zone immediately after the operation of the water treatment device, until the first monitor value is acquired, the monitor value of the contamination amount is not fixed, and there is a risk that water exceeding the allowable contamination amount will be supplied. was there.

このような事象を回避するために、例えば、測定時間分に対応した時間調整用の通水配管を付加することによって、給水を遅延させるといった手法も考えられるが、給水量が増えればその規模も大がかりなものとなり、また、流量が変化する場合には、一層複雑化することが避けられなかった。   In order to avoid such an event, for example, a method of delaying water supply by adding a water supply pipe for time adjustment corresponding to the measurement time can be considered. Further, when the flow rate is changed, it is inevitable that it becomes more complicated.

本発明の実施形態は、上述の事情を考慮してなされたものであり、水処理装置から出力される処理済みの用水に対して、汚染物質となるような特定物質の残留量を子細にモニタしつつ後段の設備に給水する際に、残留量の測定に時間を要する場合でも、装置全体の規模を大型化することなく、特定物質の残留量が許容範囲を逸脱した用水の供給を抑止し、許容範囲内の用水のみを給水する給水装置、及び給水制御方法を提供することを目的とする。   The embodiment of the present invention has been made in consideration of the above-mentioned circumstances, and the residual amount of a specific substance that becomes a pollutant in the treated water output from the water treatment apparatus is closely monitored. However, even when it takes time to measure the residual amount when supplying water to the subsequent equipment, the supply of water for which the residual amount of the specified substance deviates from the allowable range is suppressed without increasing the scale of the entire device. An object of the present invention is to provide a water supply device that supplies only water within an allowable range, and a water supply control method.

上記目的を達成するために、本実施形態の給水装置は、水処理装置によって原水中の特定物質が除去された用水に対してその残留量をモニタしながら給水する給水装置であって、原水に含まれる特定物質を除去して送水する水処理装置と、前記水処理装置の出口側に管路で接続され、前記水処理装置で処理後の用水を後段に供給するか、または停止するかを切り換える給排水切換器と、前記水処理装置と前記給排水切換器とを接続する管路の途中に設けられ、前記水処理装置で処理後の用水に残留する特定物質の量を測定する第1の水質モニタと、前記水処理装置の入口側に設けられ、前記原水に含まれる特定物質の量を測定する第2の水質モニタと、前記第1の水質モニタ、及び前記第2のモニタの測定結果に基づいて、前記給排水切換器に対して給水の開始または停止を制御する給水制御部とを備え、前記給水制御部は、前記水処理装置内での水処理に要する処理水の滞留時間と、前記第2の水質モニタでの測定に要する測定時間とに基づいて、前記原水が処理後の用水として前記給排水切換器に到達するまでの遅れ時間を予測するとともに、この予測結果に基づいて、前記給排水切換器に到達している処理後の用水を、前記原水として前記第2の水質モニタで測定したときの測定結果である予測測定結果が、あらかじめ設定された第2のしきい値未満であり、かつ、前記水処理装置で処理後の用水に対する第1の水質モニタによる測定結果が、あらかじめ設定された第1のしきい値未満である場合に給水を開始し、前記予測測定結果が、前記第2のしきい値以上である場合に給水を停止するように、前記給排水切換器を制御することを特徴とする。   In order to achieve the above object, the water supply device of the present embodiment is a water supply device that supplies water while monitoring the residual amount of the raw water from which specific substances in the raw water have been removed by the water treatment device. A water treatment device that removes specific substances contained in the water and supplies water, and is connected to the outlet side of the water treatment device by a pipe line to supply or stop the water after treatment by the water treatment device. A first water quality which is provided in the middle of a pipeline connecting the water supply / drainage switching device and the water treatment device and the water supply / drainage switching device and measures the amount of a specific substance remaining in the water treated by the water treatment device. The measurement results of the monitor, the second water quality monitor that is provided on the inlet side of the water treatment device and measures the amount of the specific substance contained in the raw water, the first water quality monitor, and the second monitor Based on said water supply / drainage changer A water supply control unit that controls the start or stop of water supply, and the water supply control unit includes a residence time of treated water required for water treatment in the water treatment device and a measurement by the second water quality monitor. Based on the measurement time required for the processing, the delay time until the raw water reaches the water supply / drainage switching device as treated water is predicted, and the processing reaching the water supply / drainage switching device based on the prediction result A predicted measurement result, which is a measurement result when the subsequent water is measured with the second water quality monitor as the raw water, is less than a preset second threshold value, and is processed by the water treatment device. Water supply is started when the measurement result by the first water quality monitor for the subsequent water is less than a preset first threshold value, and the predicted measurement result is greater than or equal to the second threshold value. In case To stop the water, and controlling the supply and drain switcher.

また、本実施形態の給水制御方法は、水処理装置によって原水中の特定物質が除去された用水に対してその残留量をモニタし、給排水切換器で給排水を切り換えながら給水する給水装置における給水制御方法であって、前記給水装置は、前記水処理装置内での水処理に要する処理水の滞留時間と、前記原水に含まれる特定物質の量を前記水処理装置の入口側に設けられた第2の水質モニタで測定するのに要する測定時間とに基づいて、前記原水が処理後の用水として前記給排水切換器に到達するまでの遅れ時間を予測するとともに、この予測結果に基づいて、前記給排水切換器に到達している処理後の用水を前記原水として前記第2の水質モニタで測定したときの測定結果である予測測定結果が、あらかじめ設定された第2のしきい値未満であり、かつ、前記水処理装置で処理後の用水中における特定物質の残留量を、前記水処理装置の出口側に設けられた第1の水質モニタで測定し、その測定結果があらかじめ設定された第1のしきい値未満である場合に給水を開始し、前記予測測定結果が前記第2のしきい値以上である場合に給水を停止することを特徴とする。   In addition, the water supply control method of the present embodiment monitors the residual amount of the water from which specific substances in the raw water have been removed by the water treatment device, and performs water supply control in the water supply device that supplies water while switching the water supply / drainage with the water supply / drainage switch In the method, the water supply device is provided with a residence time of treated water required for water treatment in the water treatment device and an amount of a specific substance contained in the raw water on an inlet side of the water treatment device. 2 is used to predict a delay time until the raw water reaches the water supply / drainage switching device as treated water based on the measurement time required for measurement by the water quality monitor 2 and based on the prediction result, the water supply / drainage The predicted measurement result, which is the measurement result when the treated water reaching the switching device is measured by the second water quality monitor as the raw water, is less than a preset second threshold value. In addition, the residual amount of the specific substance in the water treated by the water treatment device is measured by a first water quality monitor provided on the outlet side of the water treatment device, and the measurement result is set in advance. Water supply is started when it is less than the first threshold value, and water supply is stopped when the predicted measurement result is greater than or equal to the second threshold value.

本実施形態に係る給水装置の構成の一例を示すブロック図。The block diagram which shows an example of a structure of the water supply apparatus which concerns on this embodiment. 本実施形態に係る給水制御の一例をモデル化して説明するための説明図。Explanatory drawing for modeling and explaining an example of water supply control concerning this embodiment. 図1に例示した給水装置の動作を説明するためのフローチャート。The flowchart for demonstrating operation | movement of the water supply apparatus illustrated in FIG. 従来の給水制御の一例をモデル化して示す図。The figure which models and shows an example of the conventional water supply control.

以下に、本発明の実施形態に係る給水装置、及び給水制御方法を実施するための最良の形態について、図1〜図3を参照して説明する。   Below, the best form for implementing the water supply apparatus and water supply control method which concern on embodiment of this invention is demonstrated with reference to FIGS. 1-3.

図1は、本実施形態に係る給水装置の構成の一例を示すブロック図である。図1に例示したように、この給水装置1は、水処理装置10、給排水切換器20、水質モニタ(#1)30、水質モニタ(#2)40、流量計50、及び給水制御部60から構成されている。   FIG. 1 is a block diagram illustrating an example of a configuration of a water supply apparatus according to the present embodiment. As illustrated in FIG. 1, the water supply device 1 includes a water treatment device 10, a water supply / drainage switch 20, a water quality monitor (# 1) 30, a water quality monitor (# 2) 40, a flow meter 50, and a water supply control unit 60. It is configured.

水処理装置10は、入力される原水に含まれる、例えば汚染物質となるような種々の特定物質を除去処理し、処理後は所要目的に叶った用水として出力する。給排水切換器20は、水処理装置10の出口側と管路70aで接続され、後述する給水制御部60からの制御によって、水処理装置10で処理後の用水を、後段の設備等に給水するか、あるいは給水を停止するかを切り換える。なお、後段の設備等への給水を停止した場合、用水は排水されるものとしている。   The water treatment apparatus 10 removes various specific substances contained in the input raw water, for example, which become pollutants, and outputs them as irrigation water meeting the required purpose after the treatment. The water supply / drainage switcher 20 is connected to the outlet side of the water treatment apparatus 10 via a pipe line 70a, and supplies the water treated by the water treatment apparatus 10 to the subsequent equipment or the like by control from the water supply control unit 60 described later. Or to stop water supply. In addition, water supply is assumed to be drained when water supply to downstream equipment is stopped.

水質モニタ(#1)30は、管路70aの途中に設けられており、水処理装置10で処理後の用水に残留する特定物質の量を測定し、その測定結果を給水制御部60に出力する。この測定は高感度で行われるため、測定に要する時間(以降、測定時間(#1)と表記する)も比較的長時間となる。また、水質モニタ(#2)40は、原水を水処理装置10に導入するための管路70bの途中に設けられており、原水に含まれる特定物質の量を測定し、その測定結果を給水制御部60に出力する。水質モニタ(#2)40の測定は、一般に水質モニタ(#1)30に比較すると低い感度で実施されるため、測定に要する時間(以降、測定時間(#2)と表記する)は、測定時間(#1)よりも短いものとされ、(測定時間(#2))≦(測定時間(#1))となる。流量計50も、原水を水処理装置10に導入するための管路70bの途中に設けられており、水処理装置10に流入する原水の流量を測定して給水制御部60に通知する。   The water quality monitor (# 1) 30 is provided in the middle of the pipe 70 a, measures the amount of the specific substance remaining in the treated water by the water treatment device 10, and outputs the measurement result to the water supply control unit 60. To do. Since this measurement is performed with high sensitivity, the time required for the measurement (hereinafter referred to as measurement time (# 1)) is relatively long. The water quality monitor (# 2) 40 is provided in the middle of the pipeline 70b for introducing the raw water into the water treatment apparatus 10, measures the amount of a specific substance contained in the raw water, and supplies the measurement result to the water supply. Output to the controller 60. Since the measurement of the water quality monitor (# 2) 40 is generally performed with lower sensitivity than the water quality monitor (# 1) 30, the time required for measurement (hereinafter referred to as measurement time (# 2)) is measured. The time is shorter than the time (# 1), and (measurement time (# 2)) ≦ (measurement time (# 1)). The flow meter 50 is also provided in the middle of the pipe 70 b for introducing the raw water into the water treatment device 10, and measures the flow rate of the raw water flowing into the water treatment device 10 and notifies the water supply control unit 60.

給水制御部60は、水質モニタ(#1)30、及び水質モニタ(#2)40での測定結果に基づいて、給排水切換器20に対して、給水の開始または停止を制御するための制御信号を生成し、給排水切換器20に送出する。本実施例においては、給水の開始、及び停止の条件を次のように設定している。すなわち、給水を開始する条件は、原水が水処理装置10で処理されて給排水切換器20に到達するまでの遅れ時間を予測するとともに、この予測結果に基づいて、給排水切換器20に到達している処理後の用水が、原水として水質モニタ(#2)40により測定されたときの測定結果を予測測定結果として導出し、この予測測定結果が、あらかじめ設定されたしきい値である基準値(#2)未満であり、かつ、処理後の用水に対する水質モニタ(#1)30による測定結果が、あらかじめ設定されたしきい値である基準値(#1)未満である場合、としている。また、遅れ時間を予測する際に必要となる、水処理装置10内での処理水の滞留時間については、固定値として設定することもできるが、本実施例においては、流量計50の測定結果に基づいて算出している。   The water supply control unit 60 controls the water supply / drainage switch 20 to start or stop water supply based on the measurement results of the water quality monitor (# 1) 30 and the water quality monitor (# 2) 40. Is generated and sent to the water supply / drainage switcher 20. In the present embodiment, the conditions for starting and stopping water supply are set as follows. That is, the condition for starting water supply is that the delay time until raw water is processed by the water treatment device 10 and reaches the water supply / drainage switcher 20 is predicted, and based on the prediction result, the water supply / drainage switcher 20 is reached. The measurement result when the treated water is measured as raw water by the water quality monitor (# 2) 40 is derived as a predicted measurement result, and the predicted measurement result is a reference value (a threshold value set in advance). # 2) and the measurement result of the treated water by the water quality monitor (# 1) 30 is less than a reference value (# 1) which is a preset threshold value. Further, the residence time of the treated water in the water treatment apparatus 10 required when predicting the delay time can be set as a fixed value, but in this embodiment, the measurement result of the flow meter 50 is used. It is calculated based on

一方、給水を停止する条件は、上記した予測測定結果が、基準値(#2)以上である場合としている。なお、基準値(#1)は、処理後の用水の汚染量の測定結果に対して給水が許容されるか否かを判定するための基準値であり、基準値(#2)は、原水の汚染量の予測測定結果に対して給水が許容されるか否かを判定するための基準値であり、いずれも基準値未満で給水が許容される。これらの給水の開始及び停止の制御について、図2を参照してさらに詳細に説明する。   On the other hand, the condition for stopping the water supply is that the above-described predicted measurement result is equal to or greater than the reference value (# 2). The reference value (# 1) is a reference value for determining whether or not water supply is permitted with respect to the measurement result of the amount of contaminated treated water, and the reference value (# 2) is the raw water This is a reference value for determining whether or not water supply is allowed for the predicted measurement result of the amount of contamination, and water supply is allowed at less than the reference value. The control of the start and stop of these water supplies will be described in more detail with reference to FIG.

図2は、原水及び処理後の用水に含まれる特定物質の量を汚染量として、それぞれの汚染量の時間変化、ならびに水質モニタ(#2)40の予測測定結果、及び水質モニタ(#1)30での測定結果と、給水の開始/停止制御との関係をモデル化した説明図である。   FIG. 2 shows the amount of specific substances contained in the raw water and treated water as the amount of contamination, the time variation of each amount of contamination, the predicted measurement result of the water quality monitor (# 2) 40, and the water quality monitor (# 1) It is explanatory drawing which modeled the relationship between the measurement result in 30, and the start / stop control of water supply.

原水の汚染量が、図2中の実線(A)のように変化している場合、この原水は、水処理装置10の入口側において、測定時間(#2)を要する水質モニタ(#2)40によりその汚染量が測定され、さらに水処理装置10で所定の滞留時間を経て処理された後、処理後の用水として、管路70aを経由して給排水切換器に到達する。この到達している用水に対する予測測定結果、すなわち原水として水質モニタ(#2)40を通過したときに測定された汚染量の測定結果は、図2中の破線(B)に例示したように、原水の流れに対して、((水処理装置10での水処理に要する滞留時間)−測定時間(#2))の時間分だけ遅れて取得されると予測できる。ただし、管路70aによる遅延時間は、他の要素に比べて無視できるものとする。一方、処理後の用水に対して残留する汚染量が、図2中の実線(C)のように変化している場合、この処理後の用水に対する水質モニタ(#1)30による測定結果は、図2中の破線(D)に例示したように、処理後の用水の流れに対して、測定時間(#1)の遅れ時間をもって取得される。   When the amount of contamination of the raw water changes as indicated by a solid line (A) in FIG. 2, this raw water is a water quality monitor (# 2) that requires measurement time (# 2) on the inlet side of the water treatment device 10. The amount of contamination is measured by 40, and after being treated by the water treatment apparatus 10 after a predetermined residence time, it reaches the water supply / drainage switching device via the pipeline 70a as treated water. As shown in the broken line (B) in FIG. 2, the predicted measurement result for the arriving water, that is, the measurement result of the amount of contamination measured when passing through the water quality monitor (# 2) 40 as raw water, With respect to the flow of raw water, it can be predicted that the data is acquired with a delay of ((residence time required for water treatment in the water treatment device 10) −measurement time (# 2)). However, the delay time by the pipe line 70a is negligible compared to other elements. On the other hand, when the amount of contamination remaining for the treated water has changed as indicated by the solid line (C) in FIG. 2, the measurement result by the water quality monitor (# 1) 30 for the treated water is: As illustrated in the broken line (D) in FIG. 2, it is acquired with a delay time of the measurement time (# 1) with respect to the treated water flow.

このように、給水制御部60は、水質モニタ(#2)40の測定結果を受けとりつつ、水処理装置10の滞留時間、及び測定時間(#2)とに基づき、測定した原水が処理後の用水となって給排水切換器20に到達する時間差を予測し、予測測定結果を導出しておく。また、予測の際に用いる水処理装置10の滞留時間については、流入する原水の量によって変動するものとし、本実施例においては、流量計50で原水の流入量を測定し、その測定結果を反映して水処理装置10の滞留時間を算出している。   In this way, the water supply control unit 60 receives the measurement result of the water quality monitor (# 2) 40, and the measured raw water is treated after being treated based on the residence time of the water treatment device 10 and the measurement time (# 2). The time difference for reaching the water supply / drainage switching device 20 as water is predicted, and the predicted measurement result is derived. Moreover, about the residence time of the water treatment apparatus 10 used in the case of prediction, it shall be fluctuate | varied with the quantity of the raw | natural water which flows in, and in this Example, the inflow quantity of raw | natural water is measured with the flowmeter 50, and the measurement result is shown. Reflecting, the residence time of the water treatment apparatus 10 is calculated.

同時に、水質モニタ(#1)30の測定結果を受けとって、基準値(#1)と比較する。そして、その比較の結果、予測測定結果が基準値(#2)を下回っており(例えば、図2のX点)、かつ水質モニタ(#1)30の測定結果が基準値(#1)を下回っている(例えば、図2のY点)場合に、給水を開始するための制御信号を生成し、給排水切換器20に対して送出する。すなわち、水質モニタ(#1)30の測定結果と、水質モニタ(#2)40の予測測定結果とにより給水開始の判定がされるため、汚染量の許容値を超えた状態で、用水の給水が開始されることはない。また、予測測定結果を判定に導入したことによって、特に、装置稼働直後で、水質モニタ(#1)30の測定結果が確定した時点においてその値が基準値(#1)を下回っていた場合、処理後の用水に残留する汚染量が増加傾向であって基準値(#1)を超える用水が給水されるのを抑止する効果がある。   At the same time, the measurement result of the water quality monitor (# 1) 30 is received and compared with the reference value (# 1). As a result of the comparison, the predicted measurement result is lower than the reference value (# 2) (for example, point X in FIG. 2), and the measurement result of the water quality monitor (# 1) 30 is lower than the reference value (# 1). When it is lower (for example, the Y point in FIG. 2), a control signal for starting water supply is generated and sent to the water supply / drainage switcher 20. That is, since the water supply start is determined based on the measurement result of the water quality monitor (# 1) 30 and the predicted measurement result of the water quality monitor (# 2) 40, the water supply is performed in a state where the allowable value of the contamination amount is exceeded. Will never start. Moreover, by introducing the predicted measurement result into the determination, particularly when the measurement result of the water quality monitor (# 1) 30 is confirmed immediately after the operation of the device, the value is below the reference value (# 1), The amount of contamination remaining in the treated water after the treatment tends to increase, and there is an effect of suppressing the supply of water that exceeds the reference value (# 1).

一方、給水制御部60は、導出した予測測定結果が基準値(#2)以上になったことを検出した場合(例えば、図2のZ点)、給水を停止するための制御信号を生成し、給排水切換器20に対して送出する。これによって、水質モニタ(#1)30での測定結果を待たずに、給水が停止されるので、特に汚染量が増加傾向にある場合等には、給水停止のタイミングが遅れることはない。   On the other hand, when it is detected that the derived predicted measurement result is equal to or greater than the reference value (# 2) (for example, point Z in FIG. 2), the water supply control unit 60 generates a control signal for stopping the water supply. , And sent to the water supply / drainage switcher 20. As a result, the water supply is stopped without waiting for the measurement result of the water quality monitor (# 1) 30, so that the timing of the water supply stop is not delayed particularly when the amount of contamination tends to increase.

次に、前出の図1及び図2、ならびに図3のフローチャートを参照して、上述のように構成された本実施形態の給水装置、及び給水制御方法の動作について説明する。図3は、図1に例示した給水装置1の動作を説明するためのフローチャートである。   Next, operations of the water supply apparatus and the water supply control method of the present embodiment configured as described above will be described with reference to the above-described flowcharts of FIGS. 1 and 2 and FIG. 3. FIG. 3 is a flowchart for explaining the operation of the water supply apparatus 1 illustrated in FIG. 1.

原水が、管路70bを経由して水処理装置10に流入し始めると、まず、管路70bの途中に設けられた流量計50によって流入する原水の流量が測定され、その結果が給水制御部60に通知される。給水制御部60では、この結果に基づき、後段の水処理装置10における処理水の滞留時間が算出される(ST301)。また、同じく管路70bの途中に設けられた水質モニタ(#2)40によって、原水中に含まれる特定物質の量が汚染量として測定され、その測定結果が給水制御部60に通知される(ST302)。   When raw water begins to flow into the water treatment apparatus 10 via the pipe line 70b, first, the flow rate of the raw water flowing in is measured by the flow meter 50 provided in the middle of the pipe line 70b, and the result is the water supply control unit. 60 is notified. Based on this result, the water supply control unit 60 calculates the residence time of the treated water in the downstream water treatment apparatus 10 (ST301). Similarly, the water quality monitor (# 2) 40 provided in the middle of the pipeline 70b measures the amount of the specific substance contained in the raw water as the amount of contamination, and notifies the water supply control unit 60 of the measurement result ( ST302).

次いで、給水制御部60において、予測測定結果が算出される。すなわち、給水制御部60は、流量計50の測定結果から算出した、水処理装置10での処理水の滞留時間と、測定時間(#2)とに基づいて、原水が処理後の用水となって給排水切換器20に到達するまでの時間を予測し、給排水切換器20に到達している処理後の用水が、原水として水質モニタ(#2)40により測定されたときの測定結果である予測測定結果を算出する。この予測測定結果は、例えば、図2中の破線(B)のように表される(ST303)。これらの測定がなされつつ、水処理装置10には、管路70bを経由して原水が継続して流入され、所定の滞留時間を掛けて原水に対する水処理が行われる。そして、処理後の用水は、管路70aを経由して給排水切換器20に向けて送水される(ST304)。   Next, in the water supply control unit 60, a predicted measurement result is calculated. That is, the water supply control unit 60 uses the treated water retention time in the water treatment apparatus 10 calculated from the measurement result of the flow meter 50 and the measurement time (# 2), and the raw water becomes treated water. The time required to reach the water supply / drainage switcher 20 is predicted, and the treated water that has reached the water supply / drainage switcher 20 is measured as raw water by the water quality monitor (# 2) 40. Calculate the measurement results. The predicted measurement result is represented, for example, by a broken line (B) in FIG. 2 (ST303). While these measurements are being made, raw water continues to flow into the water treatment device 10 via the pipeline 70b, and water treatment is performed on the raw water over a predetermined residence time. Then, the treated water is sent to the water supply / drainage switching device 20 via the pipeline 70a (ST304).

次いで、管路70aの途中に設けられた水質モニタ(#1)によって、処理後の用水に残留する汚染量が測定される。この測定は高感度で行われるため、例えば、図2中の実線(C)及び破線(D)の事例のように、比較的長い測定時間(#1)を要して測定され、その測定結果は給水制御部60に通知される(ST305)。   Next, the amount of contamination remaining in the treated water is measured by a water quality monitor (# 1) provided in the middle of the pipeline 70a. Since this measurement is performed with high sensitivity, for example, as in the case of the solid line (C) and the broken line (D) in FIG. 2, the measurement is performed with a relatively long measurement time (# 1), and the measurement result Is notified to the water supply control unit 60 (ST305).

次いで、後段の設備等への給水の開始継続、または停止の判定が行われ、その判定結果に基づいて、給排水切換器20が制御される。すなわち、給水制御部60は、まず予測測定結果と基準値(#2)とを比較し(ST306)、予測測定結果が基準値未満であれば(ST306のY)、さらに水質モニタ(#1)30の測定結果と基準値(#1)とを比較し(ST307)、測定結果が基準値未満であれば(ST307のY)、給水を開始継続すると判定する。そして、給水を開始するための制御信号を生成して、給排水切換器20に送出する。この判定を図2に対応させると、例えば、ST306の判定は図2のX点に対応し、ST307の判定は図2のY点に対応する(ST308)。   Next, it is determined whether to continue or stop the water supply to the subsequent equipment, and the water supply / drainage switcher 20 is controlled based on the determination result. That is, the water supply control unit 60 first compares the predicted measurement result with the reference value (# 2) (ST306), and if the predicted measurement result is less than the reference value (Y in ST306), the water quality monitor (# 1). The measurement result of 30 and the reference value (# 1) are compared (ST307), and if the measurement result is less than the reference value (Y of ST307), it is determined that the water supply is started continuously. Then, a control signal for starting water supply is generated and sent to the water supply / drainage switcher 20. If this determination corresponds to FIG. 2, for example, the determination in ST306 corresponds to the X point in FIG. 2, and the determination in ST307 corresponds to the Y point in FIG. 2 (ST308).

一方、予測測定結果と基準値(#2)とを比較の結果、予測測定結果が基準値以上であれば(ST306のN)、給水制御部60は、給水を停止すると判定し、給水停止の制御信号を生成して給排水切換器20に送出する。また、水質モニタ(#1)30の測定結果が基準値以上の場合(ST307のN)も、同様に給水を停止する(ST309)。こうして、後段の設備等への給水を制御しながら、動作の終了が指示されるまで、上述した動作ステップを繰り返す(ST310)。   On the other hand, if the predicted measurement result is equal to or greater than the reference value as a result of the comparison between the predicted measurement result and the reference value (# 2) (N in ST306), the water supply control unit 60 determines to stop the water supply, and stops the water supply. A control signal is generated and sent to the water supply / drainage switcher 20. Further, when the measurement result of the water quality monitor (# 1) 30 is equal to or higher than the reference value (N in ST307), the water supply is similarly stopped (ST309). In this way, the above-described operation steps are repeated until the end of the operation is instructed while controlling the water supply to the subsequent equipment (ST310).

以上説明したように、本実施例においては、水処理装置10で処理済みとなった、給水直前の用水に対して、特定物質の残留量を水質モニタ(#1)30で高感度に測定し、測定結果を取得している。また、この給水直前の用水が、原水として水質モニタ(#2)40により測定されたときの測定結果から、原水が水処理装置10に入力されてから処理後の用水として給排水切換器20に到達するまでの遅れ時間の予測をもとに、予測測定結果を算出している。そして、水質モニタ(#1)30での測定結果と、水質モニタ(#2)40での測定結果が反映された予測測定結果のどちらも、あらかじめ設定された基準値を下回った場合に給水を開始するとともに、予測測定結果が基準値以上となった場合には、給水を停止している。   As described above, in the present embodiment, the residual amount of the specific substance is measured with high sensitivity by the water quality monitor (# 1) 30 with respect to the water just before the water supply that has been processed by the water treatment device 10. , Getting measurement results. Further, from the measurement result when the water just before water supply is measured by the water quality monitor (# 2) 40 as raw water, the raw water reaches the water supply / drainage switcher 20 as the treated water after being input to the water treatment device 10. Predictive measurement results are calculated based on the prediction of the delay time until completion. Then, when both the measurement result of the water quality monitor (# 1) 30 and the predicted measurement result reflecting the measurement result of the water quality monitor (# 2) 40 are below a preset reference value, water supply is performed. At the same time, the water supply is stopped when the predicted measurement result exceeds the reference value.

これにより、水処理装置から出力される処理後の用水に対して、汚染物質となるような特定物質の残留量の測定に時間を要する場合でも、装置全体の規模を大型化させずに、特定物質の残留量が許容範囲内の用水のみを給水することができる。特に、装置稼働開始直後において、特定物質の量が増加傾向にある場合等については、予測測定結果を導入した判定により、特定物質の残留量が基準値を超えた用水が後段の設備に給水される事象を抑止することができる。   As a result, even if it takes time to measure the residual amount of a specific substance that becomes a pollutant for treated water output from the water treatment device, it can be specified without increasing the scale of the entire device. It is possible to supply only water for which the residual amount of the substance is within an allowable range. In particular, immediately after the start of operation of the device, when the amount of the specified substance is on the increase, water with the remaining amount of the specified substance exceeding the reference value is supplied to the subsequent equipment according to the judgment that introduced the predicted measurement result. Event can be suppressed.

なお、いくつかの実施形態を説明したが、これらの実施形態は、例として提示したものであり、発明の範囲を限定することは意図していない。これら新規な実施形態は、その他の様々な形態で実施されることが可能であり、発明の要旨を逸脱しない範囲で、種々の省略、置き換え、変更を行うことができる。これら実施形態やその変形は、発明の範囲や要旨に含まれるとともに、特許請求の範囲に記載された発明とその均等の範囲に含まれる。   Although several embodiments have been described, these embodiments are presented as examples and are not intended to limit the scope of the invention. These novel embodiments can be implemented in various other forms, and various omissions, replacements, and changes can be made without departing from the scope of the invention. These embodiments and modifications thereof are included in the scope and gist of the invention, and are included in the invention described in the claims and the equivalents thereof.

1 給水装置
10 水処理装置
20 給排水切換器
30 水質モニタ(#1)
40 水質モニタ(#2)
50 流量計
60 給水制御部
DESCRIPTION OF SYMBOLS 1 Water supply apparatus 10 Water treatment apparatus 20 Supply / drainage switching device 30 Water quality monitor (# 1)
40 Water quality monitor (# 2)
50 Flow meter 60 Water supply control unit

Claims (4)

水処理装置によって原水中の特定物質が除去された用水に対してその残留量をモニタしながら給水する給水装置であって、
原水に含まれる特定物質を除去して送水する水処理装置と、
前記水処理装置の出口側に管路で接続され、前記水処理装置で処理後の用水を後段に供給するか、または停止するかを切り換える給排水切換器と、
前記水処理装置と前記給排水切換器とを接続する管路の途中に設けられ、前記水処理装置で処理後の用水に残留する特定物質の量を測定する第1の水質モニタと、
前記水処理装置の入口側に設けられ、前記原水に含まれる特定物質の量を測定する第2の水質モニタと、
前記第1の水質モニタ、及び前記第2のモニタの測定結果に基づいて、前記給排水切換器に対して給水の開始または停止を制御する給水制御部とを備え、
前記給水制御部は、
前記水処理装置内での水処理に要する処理水の滞留時間と、前記第2の水質モニタでの測定に要する測定時間とに基づいて、前記原水が処理後の用水として前記給排水切換器に到達するまでの遅れ時間を予測するとともに、
この予測結果に基づいて、前記給排水切換器に到達している処理後の用水を、前記原水として前記第2の水質モニタで測定したときの測定結果を予測測定結果として導出し、前記予測測定結果が、あらかじめ設定された第2のしきい値未満であり、かつ、
前記水処理装置で処理後の用水に対する第1の水質モニタによる測定結果が、あらかじめ設定された第1のしきい値未満である場合
に給水を開始し、
前記予測測定結果が、前記第2のしきい値以上である場合
に給水を停止する
ように、前記給排水切換器を制御することを特徴とする給水装置。
A water supply device that supplies water while monitoring the residual amount of the raw water from which specific substances in the raw water have been removed by the water treatment device,
A water treatment device that removes specific substances contained in raw water and sends the water;
A water supply / drainage switch connected to the outlet side of the water treatment device by a pipe, and for switching whether to supply the water after treatment in the water treatment device to the subsequent stage, or to stop,
A first water quality monitor that is provided in the middle of a pipe connecting the water treatment device and the water supply / drainage switch, and that measures the amount of a specific substance remaining in the water treated by the water treatment device;
A second water quality monitor that is provided on the inlet side of the water treatment device and measures the amount of a specific substance contained in the raw water;
A water supply control unit for controlling start or stop of water supply to the water supply / drainage switch based on the measurement results of the first water quality monitor and the second monitor;
The water supply control unit
Based on the residence time of treated water required for water treatment in the water treatment device and the measurement time required for measurement by the second water quality monitor, the raw water reaches the water supply / drainage switch as treated water. While predicting the delay time until
Based on this prediction result, the treated water reaching the water supply / drainage switcher is derived as a measurement result when the second water quality monitor is measured as the raw water, and the prediction measurement result is obtained. Is less than a preset second threshold, and
When the measurement result by the first water quality monitor for the treated water after treatment by the water treatment device is less than a preset first threshold value, water supply is started,
The water supply apparatus characterized by controlling the said water supply / drainage switch so that water supply may be stopped when the said prediction measurement result is more than the said 2nd threshold value.
さらに前記水処理装置の入口側に前記原水の流量を測定する流量計を備え、
前記給水制御部は、この流量計の測定結果に基づいて、前記水処理装置での滞留時間を算出することを特徴とする請求項1に記載の給水装置。
Furthermore, a flow meter for measuring the flow rate of the raw water is provided on the inlet side of the water treatment device,
The said water supply control part calculates the residence time in the said water treatment apparatus based on the measurement result of this flowmeter, The water supply apparatus of Claim 1 characterized by the above-mentioned.
水処理装置によって原水中の特定物質が除去された用水に対してその残留量をモニタし、給排水切換器で給排水を切り換えながら給水する給水装置における給水制御方法であって、
前記給水装置は、
前記水処理装置内での水処理に要する処理水の滞留時間と、前記原水に含まれる特定物質の量を前記水処理装置の入口側に設けられた第2の水質モニタで測定するのに要する測定時間とに基づいて、前記原水が処理後の用水として前記給排水切換器に到達するまでの遅れ時間を予測するとともに、
この予測結果に基づいて、前記給排水切換器に到達している処理後の用水を前記原水として前記第2の水質モニタで測定したときの測定結果を予測測定結果として導出し、前記予測測定結果が、あらかじめ設定された第2のしきい値未満であり、かつ、
前記水処理装置で処理後の用水中における特定物質の残留量を、前記水処理装置の出口側に設けられた第1の水質モニタで測定し、その測定結果があらかじめ設定された第1のしきい値未満である場合
に給水を開始し、
前記予測測定結果が前記第2のしきい値以上である場合
に給水を停止する
ことを特徴とする給水制御方法。
A water supply control method in a water supply device that monitors the residual amount of water from which specific substances in raw water have been removed by a water treatment device and supplies water while switching between water supply and drainage with a water supply / drainage switch,
The water supply device is
It is necessary to measure the residence time of treated water required for water treatment in the water treatment device and the amount of the specific substance contained in the raw water with a second water quality monitor provided on the inlet side of the water treatment device. Based on the measurement time and predicting the delay time until the raw water reaches the water supply / drainage switch as treated water,
Based on this prediction result, the measurement result when the treated water reaching the water supply / drainage switching device is measured as the raw water by the second water quality monitor is derived as the prediction measurement result, and the prediction measurement result is , it is less than a second threshold set in advance, and,
The residual amount of the specific substance in the water treated by the water treatment device is measured by a first water quality monitor provided on the outlet side of the water treatment device, and the measurement result is set in a first step. Start water supply if the threshold is below
A water supply control method, wherein water supply is stopped when the predicted measurement result is equal to or greater than the second threshold value.
前記給水装置は、前記水処理装置の滞留時間を、この水処理装置の入口側に設けられた前記原水の流量を測定する流量計の測定結果に基づいて算出することを特徴とする請求項3に記載の給水制御方法。   The said water supply apparatus calculates the residence time of the said water treatment apparatus based on the measurement result of the flowmeter which measures the flow volume of the said raw | natural water provided in the inlet side of this water treatment apparatus. The water supply control method described in 1.
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