JP2012170834A - Water treatment system - Google Patents

Water treatment system Download PDF

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JP2012170834A
JP2012170834A JP2011032276A JP2011032276A JP2012170834A JP 2012170834 A JP2012170834 A JP 2012170834A JP 2011032276 A JP2011032276 A JP 2011032276A JP 2011032276 A JP2011032276 A JP 2011032276A JP 2012170834 A JP2012170834 A JP 2012170834A
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water
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blow
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JP5768398B2 (en
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Yukio Noguchi
幸男 野口
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Miura Co Ltd
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Miura Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a water treatment system capable of saving water by reducing the amount of blow water discharged, while preventing the quality of treated water from deteriorating.SOLUTION: The water treatment system 1 includes a raw water line L1 through which raw water flows, a water treatment device 10 for producing treated water by performing a predetermined process on the raw water supplied from the raw water line L1, a treated water line L2 through which treated water flows, a treated water tank 15 having a water-level gauge 17 for detecting the level of treated water and storing the treated water for supply to the outside, a treated water blow line L6 connected to the treated water line L2 for discharging the treated water outside of the system, and a controller 35 for controlling the blow of the treated water. If the level of water in the treated water tank 15 is below a prescribed level when treated water blowing is performed at predetermined timing, the controller 35 controls to perform treated water passage for causing the treated water to pass through the treated water tank 15 instead of the treated water blowing.

Description

本発明は、原水に対して所定の水処理を施して水使用機器に処理水を供給する水処理システムに関する。   The present invention relates to a water treatment system that performs predetermined water treatment on raw water and supplies treated water to water-using equipment.

例えば、蒸気ボイラ、温水ボイラ及びクーリングタワー等の熱機器や、半導体製造で用いられる部品洗浄装置、医療現場で用いられる医療器具洗浄装置等、大量の水を使用する水使用機器が従来から広く使用されている。   For example, water-using equipment that uses a large amount of water, such as thermal equipment such as steam boilers, hot water boilers, and cooling towers, parts washing equipment used in semiconductor manufacturing, and medical equipment washing equipment used in medical settings has been widely used. ing.

これらの水使用機器においては、工業用水や水道水、井戸水等の原水をそのまま使用すると、不純物の付着、スケールの発生、腐食の発生などによって、所定の性能が得られないだけでなく、機器自体が故障したりするおそれもある。このため、従来は、活性炭濾過装置、軟水装置、膜濾過装置及び脱気装置等の水処理装置によって原水を処理し、処理後の処理水を水使用機器に供給している。   In these water-using devices, if raw water such as industrial water, tap water, and well water is used as it is, not only the prescribed performance cannot be obtained due to adhesion of impurities, generation of scale, occurrence of corrosion, etc., but the device itself May break down. For this reason, conventionally, raw | natural water is processed with water treatment apparatuses, such as an activated carbon filtration apparatus, a soft water apparatus, a membrane filtration apparatus, and a deaeration apparatus, and the treated water after a process is supplied to water use apparatus.

このような水処理装置を有する水処理システムは、例えば、下記特許文献1,2に開示されている。   The water treatment system which has such a water treatment apparatus is disclosed by the following patent documents 1, 2, for example.

特開2003−190973号公報JP 2003-190973 A 特開2009−221733号公報JP 2009-221733 A

ところで、ユーザによる処理水の使用態様は様々である。例えば、工場においては、工場が稼働していない夜間や休日には処理水の使用も長時間停止し、水処理システムにおける給水待機時間も長くなる。このため、処理水が濾過装置等の内部に長時間滞留するうちに、処理水の水質が劣化してしまうおそれがあった。   By the way, the use aspect of the treated water by a user is various. For example, in a factory, the use of treated water is stopped for a long time on nights and holidays when the factory is not in operation, and the water supply standby time in the water treatment system also becomes longer. For this reason, there existed a possibility that the quality of the treated water might deteriorate while the treated water stayed in the filtration device or the like for a long time.

このような問題に対処するため、従来の水処理システムでは、所定のタイミングで滞留水を処理水ブローラインから系外に排出するよう構成することで、水処理装置内に長時間滞留した処理水を水使用機器にそのまま供給しないようなシステムが提供されている。   In order to cope with such a problem, the conventional water treatment system is configured to discharge the stagnant water from the treated water blow line at a predetermined timing to the outside of the system so that the treated water stayed in the water treatment apparatus for a long time. There is a system that does not supply water to equipment that uses water.

しかし、このような処理水ブローを行うと、大量の水が捨てられることになってしまう。例えば、10t/hの供給能力を有する水処理システムにおいて、12分間の処理水ブローを行うと、2tもの大量の水が捨てられることになってしまう。   However, if such a treated water blow is performed, a large amount of water will be thrown away. For example, in a water treatment system having a supply capacity of 10 t / h, if treated water is blown for 12 minutes, as much as 2 t of water will be discarded.

本発明は、このような課題に鑑みてなされたものであり、水処理システムから供給される処理水の水質の劣化を防ぎつつ、排出されるブロー水量を抑えて節水することのできる水処理システムを提供することを目的とする。   The present invention has been made in view of such problems, and a water treatment system capable of saving water while suppressing the amount of blown water discharged while preventing deterioration of the quality of treated water supplied from the water treatment system. The purpose is to provide.

上記課題を解決するために、本発明に係る水処理システムは、原水が流れる原水ラインと、原水ラインに接続され、原水ラインから供給される原水に所定の処理を施して処理水を製造する水処理装置と、水処理装置に接続され、処理水が流れる処理水ラインと、処理水ラインに接続され、処理水を外部に供給するために貯留する処理水タンクであって、貯留されている処理水の水位を検知する水位計を有する処理水タンクと、処理水ラインに接続され、処理水を系外に排出する処理水ブローラインと、処理水のブローを制御する制御装置と、を備える水処理システムにおいて、制御装置は、所定のタイミングで処理水ブローラインから処理水を系外に排出する処理水ブローを行う際に、処理水タンク内の水位が所定水位未満の場合には、当該処理水ブローの代わりに、処理水を処理水タンクへ通水させる処理水通水を行うように制御することを特徴とする。   In order to solve the above problems, a water treatment system according to the present invention includes a raw water line through which raw water flows, and water that is connected to the raw water line and that performs a predetermined treatment on the raw water supplied from the raw water line to produce treated water. A treatment water line connected to a treatment device, a treatment water line through which the treatment water flows, and a treatment water tank connected to the treatment water line and stored for supplying the treatment water to the outside. A water comprising a treated water tank having a water level meter for detecting the water level, a treated water blow line connected to the treated water line and discharging treated water out of the system, and a control device for controlling the treated water blow In the treatment system, the control device performs the treatment water blow to discharge the treatment water from the treatment water blow line to the outside of the system at a predetermined timing, and if the water level in the treatment water tank is less than the predetermined water level, Instead of Risui blow, and controls to perform the processing water through the water which passed through the treated water into the treated water tank.

本発明に係る水処理システムによれば、供給する処理水の水質の劣化を防ぎつつ、排出されるブロー水量を抑えて節水することができる。   According to the water treatment system of the present invention, it is possible to save water while suppressing the amount of blown water discharged while preventing deterioration of the quality of the supplied treated water.

図1は、本実施形態に係る水処理システムの構成を概略的に示す模式図である。Drawing 1 is a mimetic diagram showing roughly the composition of the water treatment system concerning this embodiment. 図2は、本実施形態に係る処理水通水の処理の流れを示すフローチャートである。FIG. 2 is a flowchart showing the flow of treatment water flow according to the present embodiment.

以下、図面を参照しながら、本発明の実施形態に係る水処理システムについて説明する。図1は、本実施形態に係る水処理システムの構成を概略的に示す模式図である。   Hereinafter, a water treatment system according to an embodiment of the present invention will be described with reference to the drawings. Drawing 1 is a mimetic diagram showing roughly the composition of the water treatment system concerning this embodiment.

図1に示すように、水処理システム1は、原水ラインL1、濾過装置10、処理水ラインL2、処理水タンク15、処理水給水ラインL3、逆洗水供給ラインL5、処理水ブローラインL6、薬剤添加装置25、水質計30、流量計31、制御装置35を備えている。   As shown in FIG. 1, the water treatment system 1 includes a raw water line L1, a filtration device 10, a treated water line L2, a treated water tank 15, a treated water supply line L3, a backwash water supply line L5, a treated water blow line L6, A drug addition device 25, a water quality meter 30, a flow meter 31, and a control device 35 are provided.

原水ラインL1は、地下水や水道水等の水供給源に接続されており、これらを原水として水処理システム1に供給する。原水ラインL1には、原水ポンプ5、原水バルブ6が設置されており、原水ポンプ5は、原水を濾過装置10に向けて送出し、原水バルブ6は、原水ラインL1を開閉する。   The raw water line L1 is connected to a water supply source such as ground water or tap water, and supplies these to the water treatment system 1 as raw water. The raw water line L1 is provided with a raw water pump 5 and a raw water valve 6. The raw water pump 5 sends the raw water toward the filtration device 10, and the raw water valve 6 opens and closes the raw water line L1.

濾過装置10は、原水ラインL1の下流側に接続され、原水に含まれる懸濁物質を濾材により捕捉することにより処理水を製造する。濾過装置10は、内部に濾材を有する濾過塔11と、コントロールバルブ12と、排水ラインL4とを備え、濾材を定期的に洗浄できるように構成されている。   The filtration device 10 is connected to the downstream side of the raw water line L1, and produces treated water by capturing suspended substances contained in the raw water with a filter medium. The filtration device 10 includes a filtration tower 11 having a filter medium therein, a control valve 12, and a drain line L4, and is configured so that the filter medium can be periodically cleaned.

コントロールバルブ12は、濾過塔11に対して流入又は流出する水(原水、処理水、濾材洗浄時の逆洗水や濯ぎ水等)の流路の切り替えを制御するバルブである。排水ラインL4は、コントロールバルブ12に接続されており、濾材洗浄時の逆洗水や濯ぎ水が排水ラインL4から系外へと排出される。   The control valve 12 is a valve that controls the switching of the flow path of water (raw water, treated water, backwash water or rinsing water at the time of cleaning the filter medium) flowing into or out of the filter tower 11. The drainage line L4 is connected to the control valve 12, and backwash water and rinsing water at the time of cleaning the filter medium are discharged from the drainage line L4 to the outside of the system.

処理水ラインL2は、濾過装置10の下流側に接続されており、濾過装置10によって製造された処理水がコントロールバルブ12から処理水ラインL2へと供給される。処理水ラインL2には、処理水通水バルブ14が設置されており、処理水通水バルブ14は、処理水ラインL2を開閉する。   The treated water line L2 is connected to the downstream side of the filtration device 10, and treated water produced by the filtration device 10 is supplied from the control valve 12 to the treated water line L2. A treated water passage valve 14 is installed in the treated water line L2, and the treated water passage valve 14 opens and closes the treated water line L2.

処理水ブローラインL6は、処理水通水バルブ14の上流側で処理水ラインL2に接続されており、濾過塔11内の滞留水を所定のタイミングで所定の時間系外に排出する、すなわち処理水ブローを実施する際に使用される。処理水ブローラインL6には、この処理水ブローラインL6を開閉するための処理水ブローバルブ24が設置されている。   The treated water blow line L6 is connected to the treated water line L2 on the upstream side of the treated water flow valve 14, and discharges the accumulated water in the filtration tower 11 outside the system for a predetermined time at a predetermined timing. Used when performing water blow. A treated water blow valve 24 for opening and closing the treated water blow line L6 is installed in the treated water blow line L6.

処理水タンク15は、処理水ラインL2の下流側に接続され、処理水ラインL2を介して導入された処理水を貯留する。処理水タンク15は、処理水を貯留するタンク本体16と、タンク本体16に貯留されている処理水の水位Hを測定するための水位計17を備えている。   The treated water tank 15 is connected to the downstream side of the treated water line L2, and stores treated water introduced through the treated water line L2. The treated water tank 15 includes a tank body 16 for storing treated water, and a water level meter 17 for measuring the water level H of treated water stored in the tank body 16.

水位計17は、電極式水位計であり、下限水位H、中間水位H、上限水位H、の三点の液面を検出可能に構成されている。下限水位Hは、外部の水使用機器への供給に備えて処理水タンク15内に最低限確保しておきたい水位である。すなわち、下限水位Hは、処理水タンク15への処理水の供給を開始する指標となる水位であり、制御装置35が下限水位Hを検知すると、処理水タンク15への処理水の供給が開始される。 The water level meter 17 is an electrode-type water level meter, and is configured to be able to detect three liquid levels: a lower limit water level H L , an intermediate water level H M , and an upper limit water level H H. The lower limit water level H L is a water level that should be kept at least in the treated water tank 15 in preparation for supply to an external water-using device. That is, the lower limit water level HL is a water level that serves as an index for starting the supply of treated water to the treated water tank 15, and when the control device 35 detects the lower limit water level HL , the treated water is supplied to the treated water tank 15. Is started.

上限水位Hは、タンク本体16内に溜める処理水の上限水位を定めた値であり、処理水タンク15への処理水の供給を停止する指標となる。すなわち、制御装置35が上限水位Hを検知すると、処理水タンク15への処理水の供給が停止される。 The upper limit water level H H is a value that defines the upper limit water level of the treated water accumulated in the tank body 16, and serves as an index for stopping the supply of treated water to the treated water tank 15. That is, the control unit 35 when detecting the upper limit level H H, the supply of treated water to the treated water tank 15 is stopped.

中間水位Hは、上限水位Hと下限水位Hとの中間の水位であり、上述した処理水ブローの代わりに後述する処理水通水を行う際の指標となる水位である。この中間水位Hは、タンク本体16内の水位が中間水位H以下であれば、処理水通水が所定の時間行われてもタンク本体16内の処理水が溢れない程度となるように、予め所定の水位に設定されている。 Intermediate level H M is the intermediate level between the upper limit water level H H a lower limit level H L, a level indicative of the time of performing the process water through the water, which will be described later in place of the treated water blown described above. The intermediate water level H M as long the water level in the tank body 16 below the intermediate level H M, so that the processing water through water is the extent that the treated water does not overflow in the tank body 16 be performed for a predetermined period of time The predetermined water level is set in advance.

処理水給水ラインL3は、処理水タンク15の下流側に接続され、処理水タンク15内に貯留されている処理水は、処理水給水ラインL3を介して外部の水使用機器に供給される。処理水給水ラインL3には、処理水を送り出すための処理水給水ポンプ20が設置されている。   The treated water supply line L3 is connected to the downstream side of the treated water tank 15, and the treated water stored in the treated water tank 15 is supplied to an external water use device via the treated water supply line L3. A treated water feed pump 20 for sending treated water is installed in the treated water supply line L3.

逆洗水供給ラインL5は、上流側が処理水タンク15に接続され、下流側は原水バルブ6と濾過装置10との間で原水ラインL1に接続されている。逆洗水供給ラインL5には、逆洗水供給ポンプ21と逆洗バルブ22が設置されている。濾過装置10の濾材洗浄時の逆洗水がこの逆洗水供給ラインL5を介して濾過装置10へと供給される。   The upstream side of the backwash water supply line L5 is connected to the treated water tank 15, and the downstream side is connected to the raw water line L1 between the raw water valve 6 and the filtration device 10. A backwash water supply pump 21 and a backwash valve 22 are installed in the backwash water supply line L5. Backwash water at the time of cleaning the filter medium of the filter device 10 is supplied to the filter device 10 through the backwash water supply line L5.

薬剤添加装置25は、原水ポンプ5と原水バルブ6との間において原水ラインL1に接続されており、濾過装置10における懸濁物質の捕捉を補助するための凝集剤や酸化剤等の所定の薬剤を原水に添加する。薬剤添加装置25は、薬剤を貯留する薬剤貯留部26と、薬剤を原水ラインL1に送り出すための薬剤添加ポンプ27とを有している。   The chemical addition device 25 is connected to the raw water line L1 between the raw water pump 5 and the raw water valve 6, and a predetermined chemical agent such as an aggregating agent or an oxidizing agent for assisting the trapping of suspended substances in the filtration device 10. Is added to the raw water. The drug addition device 25 includes a drug storage unit 26 for storing a drug and a drug addition pump 27 for sending the drug to the raw water line L1.

水質計30は、処理水ブローラインL6の分岐点よりも上流側において処理水ラインL2と接続されており、処理水ラインL2を流れる処理水の水質(例えば、濁度、色度、残留塩素濃度、硬度、電気伝導度等)を計測する。流量計31は、水質計30と処理水ブローラインL6の分岐点との間において処理水ラインL2と接続されており、処理水ラインL2を流れる処理水の流量を計測する。   The water quality meter 30 is connected to the treated water line L2 upstream from the branch point of the treated water blow line L6, and the quality of treated water flowing through the treated water line L2 (for example, turbidity, chromaticity, residual chlorine concentration). , Hardness, electrical conductivity, etc.). The flow meter 31 is connected to the treated water line L2 between the water quality meter 30 and the branch point of the treated water blow line L6, and measures the flow rate of treated water flowing through the treated water line L2.

制御装置35は、原水ポンプ5、原水バルブ6、コントロールバルブ12、処理水通水バルブ14、処理水給水ポンプ20、逆洗水供給ポンプ21、逆洗バルブ22、処理水ブローバルブ24、薬剤添加ポンプ27と接続されており、上述した機能等を実現するために、これらの駆動を制御する。また、制御装置35は、水位計17、水質計30、流量計31と接続されており、これらの計測データを受信する。   The control device 35 includes a raw water pump 5, a raw water valve 6, a control valve 12, a treated water passage valve 14, a treated water feed pump 20, a backwash water supply pump 21, a backwash valve 22, a treated water blow valve 24, and a chemical addition. It is connected to the pump 27 and controls these drives in order to realize the above-described functions and the like. Moreover, the control apparatus 35 is connected with the water level meter 17, the water quality meter 30, and the flow meter 31, and receives these measurement data.

以上、水処理システム1の構成について詳細に説明したが、続いて、水処理システム1において、処理水の水質の劣化を防ぐために所定のタイミングで処理水ブローラインL6から処理水を系外に排出する処理水ブローの代わりに、処理水を処理水タンク15へと通水する、いわゆる処理水通水を行う場合の処理の流れについて、図面を参照しながら説明する。   The configuration of the water treatment system 1 has been described in detail above. Subsequently, in the water treatment system 1, the treated water is discharged from the treated water blow line L6 at a predetermined timing to prevent deterioration of the quality of the treated water. The flow of processing in the case of performing so-called treated water flow, in which treated water is passed to the treated water tank 15 instead of the treated water blow, will be described with reference to the drawings.

図2は、本実施形態に係る処理水通水の処理の流れを示すフローチャートである。なお、後述する各種処理は、制御装置35が内部のメモリに記憶されている処理プログラムを実行して水処理システム1を構成する各部材を制御することにより実現される。   FIG. 2 is a flowchart showing the flow of treatment water flow according to the present embodiment. Various processes described below are realized by the control device 35 executing a processing program stored in an internal memory to control each member constituting the water treatment system 1.

処理水通水の処理を行う際には、まず、S10において、定期処理水ブローの実施のタイミングであるか否かが監視されている。ここで、本実施形態では、濾過塔11内の滞留水を排出するための処理水ブローとして、いわゆる定期処理水ブローと給水前処理水ブローとが実施されている。定期処理水ブローとは、一定時間毎に定期的に実施される処理水ブローである。   When performing the treatment water flow, first, in S10, it is monitored whether or not it is the timing of performing the regular treatment water blow. Here, in the present embodiment, so-called regular treated water blow and pre-feed water pretreated water blow are performed as treated water blow for discharging the accumulated water in the filtration tower 11. Periodic treated water blow is treated water blow that is carried out periodically at regular intervals.

この定期処理水ブローは、例えば、工場の操業が休止して処理水の供給が停止されている夜間等の時間帯において、所定の時間毎(例えば、4時間毎)に実施される。定期処理水ブローによれば、一定時間毎に処理水をブローすることで、濾過塔11内の水が滞留することを防いで、一定品質以上の処理水を処理水タンク15へと供給することができる。   This regular treated water blow is performed every predetermined time (for example, every 4 hours) in a time zone such as a nighttime when the operation of the factory is stopped and the supply of treated water is stopped. According to the periodic treated water blow, the treated water is blown at regular intervals to prevent the water in the filtration tower 11 from staying and to supply treated water of a certain quality or higher to the treated water tank 15. Can do.

一方、給水前処理水ブローとは、一定時間以上水処理システム1から処理水の給水が無かった後の最初の給水前に実施される処理水ブローである。この給水前処理水ブローは、例えば、工場の操業が長時間(例えば、24時間)休止される休日明けの朝、最初の処理水の給水が行われる前に実施される。給水前処理水ブローによれば、長時間給水が行われなかった場合でも、給水前に処理水ブローを実施することで、高品質の処理水を確実に供給することができる。   On the other hand, the pre-water supply treated water blow is a treated water blow performed before the first water supply after no water is supplied from the water treatment system 1 for a certain period of time. This pre-water supply treatment water blow is performed, for example, on the morning of the holiday when the operation of the factory is stopped for a long time (for example, 24 hours), before the first treatment water is supplied. According to the pre-water supply treated water blow, even when the water supply is not performed for a long time, high-quality treated water can be reliably supplied by performing the treated water blow before the water supply.

本実施形態では、定期処理水ブローと給水前処理水ブローとを組み合わせて実施することで、供給される処理水をより高品質に維持している。但し、本実施形態においては、後述の通り、定期処理水ブローの代わりに処理水通水を行っており、給水前処理水ブローは常に実施されるように構成されている。これは、給水前処理水ブローの場合には、濾過塔11内で長時間滞留した滞留水の水質が所定の基準を満たさない程度に劣化している可能性があるからである。   In the present embodiment, the supplied treated water is maintained at a higher quality by combining the regular treated water blow and the pre-feed water pretreated water blow. However, in this embodiment, as described later, treated water is passed instead of the regular treated water blow, and the treated water blow before water supply is always performed. This is because, in the case of the pre-feed water pretreatment water blow, there is a possibility that the quality of the staying water staying in the filtration tower 11 for a long time has deteriorated to the extent that it does not satisfy the predetermined standard.

S10において、所定の時間が経過して定期処理水ブローの実施タイミングであると判定されると、S11に進み、水位計17によって計測される処理水タンク15内の水位Hが中間水位H未満であるか否かが判定される。 In S10, when it is determined that the execution timing of the periodic process water blown predetermined time elapses, the process proceeds to S11, the water level H in the treated water tank 15 measured by the water level indicator 17 is less than the intermediate level H M It is determined whether or not.

S11において、H<Hであれば、処理水タンク15内に処理水を入れるための空き容量がある程度あると判断して、S12へ進み、処理水ブローの代わりに処理水通水を実施する。具体的には、通常の処理水ラインL2を介した処理水タンク15への処理水の供給と同様に、処理水ブローバルブ24を閉じた状態で処理水通水バルブ14を開き、濾過装置10で製造された処理水を処理水タンク15へと供給する。 In S11, if H <H M , it is determined that there is a certain amount of free space to put the treated water in the treated water tank 15, and the process proceeds to S12 where treated water is passed instead of the treated water blow. . Specifically, similarly to the supply of the treated water to the treated water tank 15 via the normal treated water line L2, the treated water flow valve 14 is opened with the treated water blow valve 24 closed, and the filtration device 10 The treated water produced in (1) is supplied to the treated water tank 15.

S12で処理水通水が開始されると、処理水タンク15内の水位が徐々に上昇するため、続いて、S14において、処理水タンク15の水位Hが上限水位H以上となっていないか監視される。H≧Hとなると、これ以上の処理水タンク15への通水は望ましくないため、処理水通水を終了させてS13へと進み、定期処理水ブローに切り替えられる。 Processing the water water flow is initiated at S12, since the water level in the treated water tank 15 is gradually increased, or subsequently, in S14, the water level H of the treated water tank 15 is not equal to or larger than the upper limit level H H Be monitored. If H ≧ H H , further water flow to the treated water tank 15 is not desirable, so the treated water flow is terminated and the process proceeds to S13 to switch to regular treated water blow.

H<Hの場合には、処理水通水を継続し、S15において、定期処理水ブローを行う予定の予定時間が経過していないか監視が行われる。この定期処理水ブロー予定時間は、所望の量(濾過塔11内の入れ替えたい水の量)の処理水をブローさせるために予め設定される時間であり、例えば、10分間に設定される。なお、時間ではなく流量によって設定しても良く、この場合には、流量計31によって予定流量に達していないか監視される。 In the case of H <H H , the treated water flow is continued, and in S15, it is monitored whether the scheduled time for performing the regular treated water blow has elapsed. This scheduled scheduled time for treatment water blow is a time set in advance to blow a desired amount of the treatment water (the amount of water to be replaced in the filtration tower 11), and is set to 10 minutes, for example. Note that the flow rate may be set instead of the time, and in this case, the flow meter 31 monitors whether the planned flow rate has been reached.

予定時間を経過していない場合には、S14へと戻り、H≧Hとなる(S14)か、予定時間を経過する(S15)まで、S14とS15とが繰り返される。S15において、予定時間を経過した場合には、処理水通水を終了する。 If the scheduled time has not elapsed, the process returns to S14, and S14 and S15 are repeated until H ≧ H H (S14) or until the scheduled time elapses (S15). In S15, when the scheduled time has elapsed, the treated water flow is terminated.

一方、S11において、H≧Hであれば、処理水タンク15内の空き容量が十分でないとして、S13へ進み、通常の定期処理水ブローを実施する。S16では、定期処理水ブローを行う予定時間が経過していないか監視が行われ、予定時間が経過すると定期処理水ブローを終了させる。 On the other hand, in S11, if the H ≧ H M, as the free space in the treated water tank 15 is insufficient, the process proceeds to S13, to implement the normal periodic treated water blow. In S16, it is monitored whether the scheduled time for performing the periodic treated water blow has elapsed, and when the scheduled time has elapsed, the scheduled treated water blow is terminated.

なお、上述したように、S14からS13へと進み、処理水通水の途中から処理水ブローに切り替えられた場合には、処理水通水が行われた時間と処理水ブローが行われた時間が合算されてS16の判定が行われる。このように、処理水通水のみ、処理水ブローのみ、処理水通水と処理水ブローの組み合わせの何れの場合であっても、同じブロー予定時間だけ実施され、濾過塔11内で同じ量の水が入れ替えられることになる。 In addition, as described above, when the process proceeds from S14 to S13 and is switched from the middle of the treated water passage to the treated water blow, the time when the treated water is conducted and the time when the treated water blow is conducted. Are added together to make the determination in S16. In this way, in any case of treated water flow only, treated water blow only, or a combination of treated water flow and treated water blow, the same scheduled blow time is carried out, and the same amount in the filtration tower 11 The water will be replaced.

以上、本実施形態について詳細に説明したが、本実施形態によれば、処理水の水質の劣化を防ぐために濾過塔11内の水を排出して入れ替えを行う場合であっても、処理水タンク15内の水位が所定の水位よりも低く空きがある場合には、排出した水を処理水ブローラインL6から系外に排出するのではなく、処理水タンク15へと通水するように構成しているので、無駄に水を捨てることなく節水することができる。   As mentioned above, although this embodiment was described in detail, even if it is a case where the water in the filtration tower 11 is discharged | emitted and replaced in order to prevent deterioration of the quality of the treated water according to this embodiment, a treated water tank. When the water level in 15 is lower than the predetermined water level and there is a vacancy, the discharged water is not discharged out of the system from the treated water blow line L6, but is passed to the treated water tank 15. So you can save water without wasting water.

また、本実施形態では、処理水通水を行っている最中に処理水タンク15内の水位が上限水位Hを超えた場合に、処理水ブローに切り替えるように構成されており、処理水タンク15内の水が溢れるといった不具合を防止することができる。 Further, in the present embodiment, when the water level in the treated water tank 15 in the middle of performing a process water through the water exceeds the upper water level H H, it is configured to switch the treated water blowing, treated water Problems such as overflow of water in the tank 15 can be prevented.

また、これにより、中間水位Hの設定をできるだけ高い水位に設定し、節水効果を高めることが可能である。また、定期処理水ブローの予定時間の設定も、処理水通水による処理水タンク15の溢れを気にすることなく、原水の水質等の設置環境に最適となるように設定することができる。 This also sets the setting of the intermediate water level H M as high as possible water level, it is possible to increase the water-saving effect. In addition, the scheduled time for periodic treated water blow can also be set to be optimal for the installation environment such as the quality of raw water without worrying about overflow of the treated water tank 15 due to the passage of treated water.

以上、本発明の実施形態について詳細に説明したが、本発明の実施形態は上述した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、本実施形態では、水位計として段階的に水位を検出する電極式の水位計を採用しているが、連続的に水位を計測可能な静電容量式の水位計等、適宜他の方式の水位計を用いることができる。連続的に水位を計測可能な水位計であれば、中間水位の設定を適宜変更することも容易に行うことができる。   As mentioned above, although embodiment of this invention was described in detail, embodiment of this invention is not limited to the form mentioned above, A various deformation | transformation is possible within the range which does not deviate from the main point of this invention. For example, in this embodiment, an electrode-type water level meter that detects the water level step by step is adopted as the water level meter, but other methods such as a capacitance-type water level meter that can continuously measure the water level are used as appropriate. The water level gauge can be used. If the water level meter can continuously measure the water level, the setting of the intermediate water level can be easily changed as appropriate.

また、上記実施形態では、水処理装置として濾過装置を例に挙げて説明したが、これに限定されるものではなく、脱気装置、軟水装置、膜濾過装置(MF膜、UF膜、RO膜)等、他の水処理装置を有する水処理システムであっても、処理水ブローラインを有する水処理システムであれば本発明を適用可能である。   Moreover, in the said embodiment, although the filtration apparatus was mentioned as an example and demonstrated as a water treatment apparatus, it is not limited to this, A deaeration apparatus, a soft water apparatus, a membrane filtration apparatus (MF membrane, UF membrane, RO membrane) Even if it is a water treatment system which has other water treatment apparatuses, such as), the present invention is applicable if it is a water treatment system which has a treated water blow line.

また、上記実施形態では、処理水通水中に処理水タンク内の水位を監視し、上限水位以上になった場合には、処理水ブローに切り替えるように構成しているが、処理水タンク内の水位を監視することなく、定期処理水ブローの予定時間の間は処理水通水を継続するように構成しても良い。但し、この場合には、処理水通水を予定時間通り実施しても処理水タンク内が満水とならないように、処理水通水を行う指標となる中間水位を予め余裕を持たせて低めに設定しておくのが望ましい。   Further, in the above embodiment, the water level in the treated water tank is monitored during the treated water flow, and when the water level exceeds the upper limit water level, it is configured to switch to the treated water blow. You may comprise so that treated water flow may be continued during the scheduled time of regular process water blow, without monitoring a water level. However, in this case, the intermediate water level, which is an index for passing the treated water, should be lowered with a margin in advance so that the treated water tank will not become full even if the treated water is passed as scheduled. It is desirable to set it.

また、上記実施形態では、所定の中間水位を設定し、処理水ブローを行う際の処理水タンク内の水位が所定の中間水位よりも低い場合に、代わりに処理水通水を行うようにしているが、中間水位を設定することなく上限水位よりも低い場合に処理水通水を行うようにしても良い。但し、この場合には、処理水通水により処理水タンク内が直ぐに満水になる可能性があるので、処理水通水中に処理水タンク内の水位を監視しておき、上限水位以上になった場合には、処理水ブローに切り替えるように制御することが望ましい。   In the above embodiment, when a predetermined intermediate water level is set and the water level in the treated water tank is lower than the predetermined intermediate water level when the treated water is blown, treated water is passed instead. However, the treated water may be passed when the intermediate water level is lower than the upper limit water level without setting the intermediate water level. However, in this case, the treated water tank may become full immediately due to the treated water flow, so the water level in the treated water tank was monitored during the treated water flow and exceeded the upper limit water level. In some cases, it is desirable to control to switch to treated water blow.

また、上記実施形態では、定期処理水ブローの代わりにのみ処理水通水を行っているが、給水前処理水ブローの代わりに処理水通水を行うように構成しても良い。但し、長時間滞留して劣化した処理水が給水されないように、水質計により計測した水質が所定の水質を満たした場合のみ、給水前処理水ブローの代わりに処理水通水を行うようにするのが望ましい。   In the above embodiment, the treated water is passed only in place of the regular treated water blow, but the treated water may be passed in place of the treated water blow before water supply. However, in order to prevent the treated water that has deteriorated due to staying for a long time from being fed, the treated water should be passed instead of the pretreated water blow only when the water quality measured by the water quality meter satisfies the specified water quality. Is desirable.

また、定期処理水ブローの代わりに処理水通水を行う場合であっても、水質計により水質を計測し、水質が悪ければ定期処理水ブローをそのまま行うように制御すれば、より高品質の処理水を提供することができる。一方、水質がよければ、定期処理水ブローの予定時間を短縮するように制御すれば、さらに節水効果を高めることができる。これらにより、原水水質の変動により水処理装置内の滞留水の劣化度合いが変化する場合においても、節水効果を高めつつ、より高品質の処理水を提供することができる。   Even if treated water is used instead of regular treated water blow, if the water quality is measured with a water quality meter and the regular treated water blow is controlled as it is when the water quality is poor, higher quality can be achieved. Treated water can be provided. On the other hand, if the water quality is good, the water-saving effect can be further enhanced by controlling so as to shorten the scheduled time for the regularly treated water blow. As a result, even when the degree of deterioration of the accumulated water in the water treatment device changes due to fluctuations in the raw water quality, it is possible to provide higher quality treated water while enhancing the water saving effect.

1 水処理システム
L1 原水ライン
5 原水ポンプ
6 原水バルブ
10 濾過装置
11 濾過塔
12 コントロールバルブ
L2 処理水ライン
14 処理水通水バルブ
15 処理水タンク
16 タンク本体
17 水位計
L3 処理水給水ライン
20 処理水給水ポンプ
L4 排水ライン
L5 逆洗水供給ライン
21 逆洗水供給ポンプ
22 逆洗バルブ
L6 処理水ブローライン
24 処理水ブローバルブ
25 薬剤添加装置
26 薬剤貯留部
27 薬剤添加ポンプ
30 水質計
31 流量計
35 制御装置
DESCRIPTION OF SYMBOLS 1 Water treatment system L1 Raw water line 5 Raw water pump 6 Raw water valve 10 Filtration apparatus 11 Filtration tower 12 Control valve L2 Treated water line 14 Treated water flow valve 15 Treated water tank 16 Tank body 17 Water level meter L3 Treated water supply line 20 Treated water Water supply pump L4 Drainage line L5 Backwash water supply line 21 Backwash water supply pump 22 Backwash valve L6 Process water blow line 24 Process water blow valve 25 Drug addition device 26 Drug reservoir 27 Drug addition pump 30 Water quality meter 31 Flow meter 35 Control device

Claims (4)

原水が流れる原水ラインと、
前記原水ラインに接続され、前記原水ラインから供給される原水に所定の処理を施して処理水を製造する水処理装置と、
前記水処理装置に接続され、前記処理水が流れる処理水ラインと、
前記処理水ラインに接続され、前記処理水を外部に供給するために貯留する処理水タンクであって、貯留されている前記処理水の水位を検知する水位計を有する処理水タンクと、
前記処理水ラインに接続され、前記処理水を系外に排出する処理水ブローラインと、
前記処理水のブローを制御する制御装置と、を備える水処理システムにおいて、
前記制御装置は、所定のタイミングで前記処理水ブローラインから前記処理水を系外に排出する処理水ブローを行う際に、前記処理水タンク内の水位が所定水位未満の場合には、当該処理水ブローの代わりに、前記処理水を前記処理水タンクへ通水させる処理水通水を行うように制御することを特徴とする水処理システム。
Raw water line through which raw water flows,
A water treatment apparatus that is connected to the raw water line and that performs a predetermined treatment on the raw water supplied from the raw water line to produce treated water;
A treated water line connected to the water treatment device and through which the treated water flows;
A treated water tank connected to the treated water line and stored for supplying the treated water to the outside, the treated water tank having a water level meter for detecting the water level of the stored treated water;
A treated water blow line connected to the treated water line and discharging the treated water out of the system;
In a water treatment system comprising a control device for controlling the blow of treated water,
When the water level in the treated water tank is lower than the predetermined water level when performing the treated water blow for discharging the treated water from the treated water blow line to the outside of the system at a predetermined timing, the control device performs the treatment. Instead of water blow, the water treatment system is controlled so as to perform treated water flow for passing the treated water to the treated water tank.
前記制御装置は、所定の時間間隔で定期的に行われる定期処理水ブローの代わりに前記処理水通水を行うように制御することを特徴とする請求項1記載の水処理システム。   2. The water treatment system according to claim 1, wherein the control device performs control so as to pass the treated water in place of the periodic treated water blow periodically performed at predetermined time intervals. 前記水位計は、前記処理水タンクへ前記処理水の供給を開始する指標となる下限水位と、前記処理水タンクへの前記処理水の供給を停止する指標となる上限水位と、前記上限水位と前記下限水位との間に設定される所定の中間水位と、を少なくとも検知可能に構成され、
前記制御装置は、前記処理水タンク内の水位が前記中間水位以下の場合に前記処理水通水を行うように制御することを特徴とする請求項1又は2記載の水処理システム。
The water level gauge includes a lower limit water level that serves as an index for starting the supply of the treated water to the treated water tank, an upper limit water level that serves as an index for stopping the supply of the treated water to the treated water tank, and the upper limit water level. A predetermined intermediate water level set between the lower limit water level and configured to be detectable at least;
The water treatment system according to claim 1 or 2, wherein the control device performs control so that the treated water is passed when a water level in the treated water tank is equal to or lower than the intermediate water level.
前記制御装置は、前記処理水通水を行っている最中に前記水位計が前記上限水位を検知した場合に、前記処理水通水を終了し、前記処理水ブローを行うように制御することを特徴とする請求項3記載の水処理システム。   The control device controls to terminate the treated water flow and perform the treated water blow when the water level gauge detects the upper limit water level during the treatment water flow. The water treatment system according to claim 3.
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