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JP5100155B2 - Water treatment equipment - Google Patents
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JP5100155B2 - Water treatment equipment - Google Patents

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JP5100155B2
JP5100155B2 JP2007052802A JP2007052802A JP5100155B2 JP 5100155 B2 JP5100155 B2 JP 5100155B2 JP 2007052802 A JP2007052802 A JP 2007052802A JP 2007052802 A JP2007052802 A JP 2007052802A JP 5100155 B2 JP5100155 B2 JP 5100155B2
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water quality
quality detection
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detection sensor
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JP2008212807A (en
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剛 市成
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Fujiclean Co Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
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    • Y02W10/37Wastewater or sewage treatment systems using renewable energies using solar energy

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Description

本発明は、水処理装置に係り、詳しくは水処理装置において被処理水が滞留する水滞留領域に設置される水質検出センサに関するものである。   The present invention relates to a water treatment apparatus, and more particularly to a water quality detection sensor installed in a water retention area where treated water stays in the water treatment apparatus.

従来、一般家庭等から排出される生活排水や、産業廃水等の汚水などの被処理水を処理する各種の水処理装置においては、被処理水が滞留する水滞留領域に水質検出センサを設置し、この水質検出センサによって濁度やSSといった種々の水質を検出する構成が知られている。ところで、このような水質検出センサにおいては、長期間にわたる使用による経年劣化等によってセンサ検出性能が低下することが懸念されるところ、定期的に水質検出センサのセンサ校正処理を行うのが好ましい。このセンサ校正に関しては、下記特許文献1に記載のように、作業者が水質検出センサ自体を処理槽内から処理槽外へと手動で取り出して、処理槽外の大気中ないし清水中においてセンサ校正処理を行うのが一般的であった。
特開2001−56291号
Conventionally, in various water treatment equipment that treats treated water such as domestic wastewater discharged from ordinary households and sewage such as industrial wastewater, a water quality detection sensor is installed in the water retention area where the treated water stays. A configuration is known in which various water qualities such as turbidity and SS are detected by this water quality detection sensor. By the way, in such a water quality detection sensor, there is a concern that the sensor detection performance may be deteriorated due to deterioration over time due to long-term use, and therefore, it is preferable to periodically perform a sensor calibration process of the water quality detection sensor. Regarding this sensor calibration, as described in Patent Document 1 below, the operator manually takes out the water quality detection sensor from the inside of the treatment tank to the outside of the treatment tank, and calibrates the sensor in the atmosphere or fresh water outside the treatment tank. Processing was common.
JP 2001-56291 A

しかしながら、特許文献1に記載の方法では、現場設置された各水処理装置まで作業者が出向いて水質検出センサのセンサ校正処理を直に行う必要があるため、センサ校正に手間がかかるという問題を抱えている。
そこで、本発明は、かかる点に鑑みてなされたものであり、被処理水が滞留する水滞留領域に水質検出センサが設置された構成の水処理装置において、水質検出センサのセンサ校正を合理的に行うのに有効な技術を提供することを課題とする。
However, in the method described in Patent Document 1, since it is necessary for an operator to go to each water treatment apparatus installed in the field and directly perform the sensor calibration process of the water quality detection sensor, there is a problem that it takes time to calibrate the sensor. I have it.
Therefore, the present invention has been made in view of such points, and in a water treatment apparatus having a configuration in which a water quality detection sensor is installed in a water retention region where treated water stays, the sensor calibration of the water quality detection sensor is rational. It is an object of the present invention to provide an effective technique for performing the following.

前記課題を解決するために、本発明が構成される。   The present invention is configured to solve the above problems.

本発明にかかる水処理装置は、被処理水に対し水処理を行う水処理機構を処理槽に収容する構成の水処理装置であって、水質検出センサ及び制御手段を少なくとも備える。   A water treatment apparatus according to the present invention is a water treatment apparatus having a structure in which a water treatment mechanism that performs water treatment on water to be treated is accommodated in a treatment tank, and includes at least a water quality detection sensor and a control unit.

水質検出センサは、水処理機構のうち被処理水が滞留する水滞留領域における水質情報を検出するセンサとして構成される。ここでいう「水処理機構」は、各種の被処理水に対し所定の水処理を行うための機構であり、典型的に夾雑物や固形物の除去処理を行う部位、被処理水中の有機汚濁物質を好気処理、嫌気処理或いは濾過処理する部位、被処理水中の一時的な貯留や消毒処理を行う部位等を、必要に応じて適宜組み合わせることによって構成される。また、ここでいう「水質情報」には、水の濁度、透視度、SS(浮遊懸濁物質量)、BOD(生物化学的酸素要求量)、DO(溶存酸素)、pH、紫外線(UV)吸光度などの水質に関する情報が広く包含される。
制御手段は、水滞留領域に滞留した被処理水の水位と水質検出センサとの間の相対的な高さを可変とすることによって、水質検出センサを水中に浸水した浸水状態と、当該浸水状態を解除した浸水解除状態に制御可能な手段として構成される。
A water quality detection sensor is comprised as a sensor which detects the water quality information in the water retention area | region where to-be-processed water retains among water treatment mechanisms. The “water treatment mechanism” here is a mechanism for performing predetermined water treatment on various types of water to be treated. Typically, a site for removing impurities and solids, organic contamination in the water to be treated It is comprised by combining suitably the site | part which carries out an aerobic process, anaerobic process, or the filtration process of a substance, the site | part which performs temporary storage in the to-be-processed water, and disinfection process, etc. as needed. The “water quality information” here includes water turbidity, transparency, SS (suspended suspended solid amount), BOD (biochemical oxygen demand), DO (dissolved oxygen), pH, ultraviolet light (UV ) Information on water quality such as absorbance is widely included.
The control means is configured to change the relative height between the water level of the water to be treated and the water quality detection sensor retained in the water retention area, so that the water quality detection sensor is submerged in water, the water immersion state It is comprised as a means which can be controlled to the water immersion cancellation | release state which cancel | released.

本発明では、前記の水質検出センサは、水滞留領域の所定位置に固定される構成とされる。また、前記の制御手段は、水滞留領域における被処理水の流入量ないし流出量を制御することによって、当該水滞留領域に滞留した被処理水の水位を可変とする構成とされる。ここでいう「被処理水の流入量ないし流出量の制御」に関しては、被処理水の流入ないし流出を停止或いは開始する態様や、被処理水の流入量ないし流出量を変更する態様などによって当該制御が可能とされる。In the present invention, the water quality detection sensor is configured to be fixed at a predetermined position in the water retention region. Further, the control means is configured to change the water level of the water to be treated retained in the water retention area by controlling the inflow amount or the outflow amount of the water to be treated in the water retention area. As used herein, “control of inflow or outflow of water to be treated” refers to such aspects as stopping or starting the inflow or outflow of water to be treated or changing the inflow or outflow of water to be treated. Control is possible.
このような構成において、水質検出センサは、水質検出時には、制御手段によって水中に浸水した浸水状態に制御される。一方、この水質検出センサは、センサ校正時には、処理槽内に閉鎖された状態で制御手段によって浸水が解除された浸水解除状態に制御される。In such a configuration, the water quality detection sensor is controlled to be in a flooded state where the water is immersed in the water by the control means when the water quality is detected. On the other hand, at the time of sensor calibration, this water quality detection sensor is controlled to be in a water-released state in which water is released by the control means while being closed in the treatment tank.

本発明にかかる水処理装置のこのような構成によれば、センサ校正時に制御手段によって水質検出センサを浸水解除状態に制御して、水質検出センサのセンサ校正を自動で行うことが可能となるため、センサ校正時に作業者が水質検出センサ自体を処理槽内から処理槽外へと直に取り出す必要がなく合理的である。
また、本実施の形態では、水質検出センサは、センサ校正時に処理槽内に閉鎖された状態で浸水解除状態に制御されるため、センサ校正処理が太陽光や外乱光による影響を受けにくくなる。従って、センサ校正処理の精度が高まるうえ、外乱による影響を判定する判定回路等を設ける必要がなく構造が簡素化される。とりわけ、家庭の生活排水を受け入れて処理する家庭用の水処理装置にあっては、保守点検の頻度が工場などに比べて低く(例えば4ヶ月に1回)、水質検出センサが長期間にわたって使用されるところ、次回の保守点検までの間にセンサ校正を適正に行う要請が高い。そこで、本構成のごとく、センサ校正処理が外乱による影響を受けにくい構造が特に効果的とされる。
According to such a configuration of the water treatment apparatus according to the present invention, it is possible to automatically perform sensor calibration of the water quality detection sensor by controlling the water quality detection sensor to the inundation release state by the control means at the time of sensor calibration. It is reasonable that the operator does not have to take out the water quality detection sensor itself directly from the inside of the processing tank to the outside of the processing tank during sensor calibration.
Moreover, in this Embodiment, since a water quality detection sensor is controlled to a water immersion cancellation | release state in the state closed in the processing tank at the time of sensor calibration, a sensor calibration process becomes difficult to be influenced by sunlight or disturbance light. Therefore, the accuracy of the sensor calibration process is increased, and it is not necessary to provide a determination circuit or the like for determining the influence of disturbance, and the structure is simplified. In particular, in household water treatment equipment that accepts and treats domestic wastewater, the frequency of maintenance and inspection is lower than that of factories (for example, once every four months), and the water quality detection sensor is used over a long period of time. However, there is a high demand for proper sensor calibration before the next maintenance inspection. Therefore, as in this configuration, a structure in which the sensor calibration process is not easily affected by disturbance is particularly effective.

また、水滞留領域に滞留した被処理水の水位を変更することによって、水滞留領域側に固定状態の水質検出センサの浸水状態と浸水解除状態を切り換えることが可能となるため、水質検出センサを上下方向に駆動する構成に比して構造が簡素化され装置コスト低減効果が得られる。In addition, by changing the water level of the water to be treated that has accumulated in the water retention area, it is possible to switch between the inundation state and the inundation release state of the fixed water quality detection sensor on the water retention area side. The structure is simplified as compared with the configuration driven in the vertical direction, and the effect of reducing the apparatus cost can be obtained.

本発明にかかる更なる形態の水処理装置は、更に圧力検出部及び校正処理部を備える。圧力検出部は、水質検出センサに作用する圧力情報を検出する機能を有する。校正処理部は、水質検出センサのセンサ校正を行う機能を有する。そして、制御手段が水質検出センサを浸水解除状態に制御した後、前記圧力情報に基づいて前記水質検出センサに作用する圧力が大気圧に相当することを判別した時に校正処理部が作動する構成とされる。すなわち、水質検出センサが大気に露出しておりセンサ校正を行うのに好ましい状態であることを確認したうえでセンサ校正を行うようにしている。このような構成によれば、センサ校正処理の信頼性を高めるのに効果的である。 The water treatment apparatus of the further form concerning this invention is further provided with a pressure detection part and a calibration process part. The pressure detection unit has a function of detecting pressure information acting on the water quality detection sensor. The calibration processing unit has a function of performing sensor calibration of the water quality detection sensor. And after the control means controls the water quality detection sensor to the inundation release state , the calibration processing unit operates when it is determined that the pressure acting on the water quality detection sensor corresponds to the atmospheric pressure based on the pressure information. Is done. That is, the sensor calibration is performed after confirming that the water quality detection sensor is exposed to the atmosphere and is in a preferable state for the sensor calibration. Such a configuration is effective in increasing the reliability of the sensor calibration process.

本発明にかかる更なる形態の水処理装置では、前記の校正処理部は、圧力情報に基づいて、水質検出センサに作用する圧力が大気圧に相当することを判別している時に前記水質検出センサにて検出した検出情報のみをセンサ校正用データとして用いてセンサ校正を行う構成とされる。このような構成によれば、センサ校正用データとして適正な検出情報のみを使用することが可能となるため、センサ校正処理の更なる信頼性向上が図られる。
In the water treatment apparatus of the further form concerning this invention, when the said calibration process part has discriminate | determined that the pressure which acts on a water quality detection sensor corresponds to atmospheric pressure based on pressure information , the said water quality detection sensor The sensor calibration is performed by using only the detection information detected in the above as sensor calibration data . According to such a configuration, it is possible to use only appropriate detection information as sensor calibration data, so that the reliability of the sensor calibration process can be further improved.

以上のように、本発明によれば、被処理水が滞留する水滞留領域に水質検出センサが設置された構成の水処理装置において、特に水質検出センサを、センサ校正時に処理槽内に閉鎖した状態で浸水解除状態に制御する構成を採用することによって、作業者が水質検出センサ自体を処理槽外へと直に取り出すことなく自動でセンサ校正を行うことができ、これにより水質検出センサのセンサ校正を合理的に行うことが可能となった。   As described above, according to the present invention, in the water treatment apparatus having a configuration in which the water quality detection sensor is installed in the water retention area where the water to be treated is retained, the water quality detection sensor is closed in the treatment tank particularly during sensor calibration. By adopting a configuration that controls the state to be in a water-released state, the operator can automatically calibrate the sensor without directly removing the water quality detection sensor out of the treatment tank. It became possible to perform the calibration rationally.

以下に、本発明における一実施の形態の水処理装置を図面に基づいて説明する。なお、本実施の形態は、一般家庭等から排出される被処理水の水処理を行う水処理装置(浄化槽)の構築技術について説明するものである。   Below, the water treatment apparatus of one embodiment in the present invention is explained based on a drawing. In addition, this Embodiment demonstrates the construction technique of the water treatment apparatus (septic tank) which performs the water treatment of the to-be-processed water discharged | emitted from a general household.

本発明における「水処理装置」の一実施の形態の水処理装置100の処理フローが図1に示される。
図1に示すように、本実施の形態の水処理装置100は、槽状に成形された槽本体101の内部に各種の水処理機構を収容している。この槽本体101が、本発明における「処理槽」に相当する。大別すると、処理工程の順に対応して上流(図1中の左側)から夾雑物除去槽110、嫌気濾床槽130、接触ばっ気槽150、沈澱槽170、消毒槽190の各水処理機構が、槽本体101に収容される。このような構成の槽本体101の内部に流入した排水は、夾雑物除去槽110、嫌気濾床槽130、接触ばっ気槽150、沈澱槽170、消毒槽190で順次水処理されたのち、槽本体101の外部へ放流される。なお、本実施の形態では、各槽において処理される排水および当該排水を処理する処理過程において流れる水を「被処理水」ないし「水」と記載する。
The processing flow of the water treatment apparatus 100 of one embodiment of the “water treatment apparatus” in the present invention is shown in FIG.
As shown in FIG. 1, the water treatment apparatus 100 of this Embodiment has accommodated various water treatment mechanisms in the tank main body 101 shape | molded in the tank shape. This tank body 101 corresponds to a “treatment tank” in the present invention. When roughly classified, each water treatment mechanism of the contaminant removal tank 110, the anaerobic filter bed tank 130, the contact aeration tank 150, the precipitation tank 170, and the disinfection tank 190 from the upstream (left side in FIG. 1) corresponding to the order of the treatment steps. Is accommodated in the tank body 101. The waste water that has flowed into the tank body 101 having such a structure is subjected to water treatment in the contaminant removal tank 110, the anaerobic filter bed tank 130, the contact aeration tank 150, the sedimentation tank 170, and the disinfection tank 190, and then the tank. It is discharged outside the main body 101. In the present embodiment, waste water to be treated in each tank and water flowing in the treatment process for treating the waste water are referred to as “water to be treated” or “water”.

夾雑物除去槽110は、槽本体101の最上流部に配置されており、流入口(図示省略)を通じて当該夾雑物除去槽110に被処理水が流入する構成になっている。この夾雑物除去槽110は、被処理水中に含まれる夾雑物を、流入バッフル(図示省略)などの固液分離手段を用いて被処理水から分離する処理を行う槽であり、被処理水の固液分離機能を果たす。この夾雑物除去槽110において夾雑物の除去処理がなされたあとの水は、その下流に配置された嫌気濾床槽130へと移流する。   The contaminant removal tank 110 is disposed in the uppermost stream portion of the tank body 101, and is configured such that water to be treated flows into the contaminant removal tank 110 through an inlet (not shown). The contaminant removal tank 110 is a tank that performs a process of separating contaminants contained in the treated water from the treated water using solid-liquid separation means such as an inflow baffle (not shown). Performs solid-liquid separation function. The water after the contaminant removal process is performed in the contaminant removal tank 110 is transferred to the anaerobic filter bed tank 130 disposed downstream thereof.

嫌気濾床槽130は、被処理水中の有機汚濁物質を嫌気処理(還元)する機能を有する処理槽として構成される。典型的には、有機汚濁物質を嫌気処理する嫌気性微生物が付着する所定量の濾材が嫌気濾床に充填された構成を有する。この嫌気処理によってBODの低減と汚泥物の減量化が図られる。この嫌気濾床槽130で処理されたあとの水は、その下流に配置された接触ばっ気槽150へと移流する。   The anaerobic filter bed tank 130 is configured as a treatment tank having a function of anaerobically treating (reducing) organic pollutants in the water to be treated. Typically, the anaerobic filter bed is filled with a predetermined amount of filter medium to which anaerobic microorganisms for anaerobically treating organic pollutants are attached. This anaerobic treatment can reduce BOD and reduce sludge. The water after being treated in the anaerobic filter bed tank 130 is transferred to a contact aeration tank 150 disposed downstream thereof.

接触ばっ気槽150は、被処理水中の有機汚濁物質を好気処理(酸化)する機能を有する処理槽として構成される。典型的には、有機汚濁物質を好気処理する好気性微生物が付着する所定量の接触材が充填されるとともに、接触材にブロワ(送風機)から送り込まれる空気が供給される構成を有する。本構成において、接触材に付着した好気性微生物は、ブロワ(送風機)から送り込まれる空気中の酸素の助けによって、被処理水中の有機汚濁物質を好気処理する。この接触ばっ気槽150で処理された水は、その一部が移送ポンプなどの移送手段によって夾雑物除去槽110に循環水として循環される一方、残りが下流に配置された沈殿槽170へと移流する。なお、夾雑物除去槽110へと循環される循環水は、典型的には汚泥等の固形分を含む水とされる。   The contact aeration tank 150 is configured as a treatment tank having a function of aerobically treating (oxidizing) organic pollutants in the water to be treated. Typically, a predetermined amount of contact material to which aerobic microorganisms for aerobically treating organic pollutants adhere is filled, and air fed from a blower (blower) is supplied to the contact material. In this configuration, the aerobic microorganisms attached to the contact material aerobically treat organic pollutants in the water to be treated with the help of oxygen in the air sent from a blower (blower). A part of the water treated in the contact aeration tank 150 is circulated as circulating water to the contaminant removal tank 110 by a transfer means such as a transfer pump, while the rest is transferred to the precipitation tank 170 disposed downstream. Advection. The circulating water circulated to the contaminant removal tank 110 is typically water containing solids such as sludge.

沈殿槽170は、接触ばっ気槽150から移流した水を一時的に滞留させて、水中の浮遊物質を沈殿・除去する機能を有する処理槽として構成される。この沈殿槽170で処理されたあとの水は、その下流に配置された消毒槽190へと移流する。   The sedimentation tank 170 is configured as a treatment tank having a function of temporarily retaining water transferred from the contact aeration tank 150 to precipitate and remove suspended substances in the water. The water that has been treated in the settling tank 170 is transferred to a disinfection tank 190 disposed downstream thereof.

消毒槽190は、処理水槽170から流入した水を消毒処理する機能を有する処理槽であり、典型的には、消毒処理を行うための消毒剤(固形塩素剤)が充填された薬剤筒(後述する薬剤筒191)を備えている。この消毒槽190において消毒処理された水は、槽本体101の外部へと放流される。   The disinfecting tank 190 is a processing tank having a function of disinfecting water flowing from the treating water tank 170. Typically, the disinfecting tank 190 is filled with a disinfectant (solid chlorine agent) for performing disinfecting treatment (described later). The medicine cylinder 191) is provided. The water sterilized in the sterilization tank 190 is discharged to the outside of the tank body 101.

ここで、上記の嫌気濾床槽130の具体的な構成に関しては、図2が参照される。この図2には、本実施の形態の嫌気濾床槽130の槽内構成が示されている。図2に示すように、本実施の形態の嫌気濾床槽130は、濾材131aが充填された嫌気濾床131、排水ポンプ132、水位検出部133及び水質検出センサ140を槽内に備える。   Here, FIG. 2 is referred to regarding a specific configuration of the anaerobic filter bed tank 130 described above. FIG. 2 shows the internal structure of the anaerobic filter bed tank 130 of the present embodiment. As shown in FIG. 2, the anaerobic filter bed tank 130 of the present embodiment includes an anaerobic filter bed 131 filled with a filter medium 131a, a drain pump 132, a water level detection unit 133, and a water quality detection sensor 140.

排水ポンプ132は、嫌気濾床槽130で処理されたあとの水を接触ばっ気槽150へと移送するべく排水を行うポンプとして構成される。典型的には、エアリフト作用(「空気の流れ作用」ともいう)を利用して排水を行うエアリフト式のポンプや、電動式の水中ポンプなどによって、この排水ポンプ132が構成される。また、この排水ポンプ132は、後述する「センサ大気校正制御」において、嫌気濾床槽130の槽内水位を下げる目的においても使用されるように構成されている。   The drainage pump 132 is configured as a pump that drains water after being processed in the anaerobic filter bed tank 130 to transfer the water to the contact aeration tank 150. Typically, the drainage pump 132 is configured by an airlift pump that performs drainage using an airlift action (also referred to as “air flow action”), an electric submersible pump, or the like. Further, the drain pump 132 is configured to be used for the purpose of lowering the water level in the anaerobic filter bed tank 130 in “sensor air calibration control” described later.

水位検出部133は、嫌気濾床槽130の槽内水位を検出する機能を有し、典型的には、槽内水位が低水位(LWL)や高水位(HWL)になったことを検出する水位センサ、例えばフロート式水位センサなどによって構成される。この水位検出部133において検出された水位情報は、後述するセンサ校正システム200の制御部210に出力される。   The water level detection unit 133 has a function of detecting the water level in the anaerobic filter bed tank 130, and typically detects that the water level in the tank has become a low water level (LWL) or a high water level (HWL). It is constituted by a water level sensor, for example, a float type water level sensor. The water level information detected by the water level detection unit 133 is output to the control unit 210 of the sensor calibration system 200 described later.

水質検出センサ140は、本発明における「水滞留領域」としての嫌気濾床槽130内の水質を検出する機能を有し、典型的には、濁度、透視度、SS(浮遊懸濁物質量)などを検出する水質検出センサとして構成される。詳細については後述するが、この水質検出センサ140は、嫌気濾床槽130内の所定位置に固定される構成であり、嫌気濾床槽130の水位が高水位(HWL)にある場合には、少なくともその検出部分(実質的なセンシング部位)が浸水状態とされる一方、嫌気濾床槽130の水位が低水位(LWL)に達した場合には、その検出部分が浸水解除状態、すなわち大気露出状態とされるように配設されている。この水質検出センサ140が、本発明における「水質検出センサ」に相当する。   The water quality detection sensor 140 has a function of detecting the water quality in the anaerobic filter bed tank 130 as the “water retention region” in the present invention, and typically includes turbidity, transparency, and SS (floating suspended solid content). ) And the like are configured as a water quality detection sensor. Although details will be described later, the water quality detection sensor 140 is configured to be fixed at a predetermined position in the anaerobic filter bed tank 130, and when the water level of the anaerobic filter bed tank 130 is at a high water level (HWL), When at least the detection portion (substantially sensing portion) is in a flooded state, but the water level of the anaerobic filter bed tank 130 reaches a low water level (LWL), the detection portion is in a flooded release state, that is, exposed to the atmosphere. It is arranged to be in a state. This water quality detection sensor 140 corresponds to the “water quality detection sensor” in the present invention.

ここで、上記水質検出センサ140、及びこの水質検出センサ140を含めたセンサ校正システム200のシステムの具体的な構成に関しては、図3が参照される。この図3には、本実施の形態のセンサ校正システム200のシステム構成が示されている。図3に示すように、本実施の形態のセンサ校正システム200は、水質検出センサ140、排水ポンプ132、水位検出部133及び制御部210を主体として構成される。   Here, FIG. 3 is referred to regarding the specific configuration of the water quality detection sensor 140 and the system of the sensor calibration system 200 including the water quality detection sensor 140. FIG. 3 shows a system configuration of the sensor calibration system 200 of the present embodiment. As shown in FIG. 3, the sensor calibration system 200 according to the present embodiment is mainly composed of a water quality detection sensor 140, a drainage pump 132, a water level detection unit 133, and a control unit 210.

本実施の形態の水質検出センサ140は、そのセンサハウジング140a内に、水質検出部141、圧力検出部145、演算処理部146及び表示部147を少なくとも収容する構成とされる。水質検出部141は、水質検出センサ140の各部位のうち、嫌気濾床槽130内の被処理水の水質を実質的に検出する部位とされ、いわゆる「透過光方式の水質センサ」として構成される。この水質検出部141は、LEDなどによる投光素子を内装した投光部142、受光素子を内装した受光部143、これら投光部142と受光部143との間において、浸水状態においてのみ試料(嫌気濾床槽130内の被処理水)が滞留する試料セル部144からなる。   The water quality detection sensor 140 of the present embodiment is configured to accommodate at least a water quality detection unit 141, a pressure detection unit 145, an arithmetic processing unit 146, and a display unit 147 in the sensor housing 140a. The water quality detection unit 141 is a part of the water quality detection sensor 140 that substantially detects the quality of the water to be treated in the anaerobic filter bed tank 130 and is configured as a so-called “transmitted light type water quality sensor”. The The water quality detection unit 141 includes a light projecting unit 142 having a light projecting element such as an LED, a light receiving unit 143 having a light receiving element, and a sample (in a flooded state between the light projecting unit 142 and the light receiving unit 143). The sample cell unit 144 in which the water to be treated in the anaerobic filter bed tank 130 stays.

投光部142から照射され試料セル部144を通過した入射光ないし透過光は、受光部143の受光素子によりその光強度が電気信号に変換され、演算処理部146に出力される。この演算処理部146では、受光部143の受光素子における電気信号に基づいて吸光度が演算される。この吸光度は、典型的には、試料セル部144に試料が存在する場合と存在しない場合で受光部143が検出した光強度の比率から求められる。この演算処理部146では、演算した吸光度に基づいて、更に濁度などの水質情報が演算され、表示部147及び制御部210に出力される。例えば水質情報として濁度を検出する場合、予め作成された光強度と濁度との関係を示す検量線を使用し、検出した光強度から濁度が換算される。   The incident light or transmitted light irradiated from the light projecting unit 142 and passed through the sample cell unit 144 is converted into an electric signal by the light receiving element of the light receiving unit 143 and output to the arithmetic processing unit 146. In the arithmetic processing unit 146, the absorbance is calculated based on the electrical signal in the light receiving element of the light receiving unit 143. The absorbance is typically obtained from the ratio of the light intensity detected by the light receiving unit 143 when the sample is present in the sample cell unit 144 and when there is no sample. In the calculation processing unit 146, water quality information such as turbidity is further calculated based on the calculated absorbance and output to the display unit 147 and the control unit 210. For example, when detecting turbidity as water quality information, a calibration curve indicating the relationship between light intensity and turbidity created in advance is used, and the turbidity is converted from the detected light intensity.

圧力検出部145は、水質検出センサ140に作用する圧力を検出する圧力センサとして構成される。この圧力検出部145によって連続的或いは一定時間毎に検出された圧力検出情報は、水質検出センサ140によって検出された水質情報と同様に、演算処理部146を経由して制御部210に出力される。この圧力検出部145が、本発明における「圧力検出部」に相当する。なお、圧力検出部145は、図3に示すように、水質検出センサ140のセンサハウジング140a内に収容された構成、すなわち水質検出センサ140の一構成要素とされてもよいし、或いは水質検出センサ140とは別個に構成されるものであってもよい。   The pressure detection unit 145 is configured as a pressure sensor that detects pressure acting on the water quality detection sensor 140. The pressure detection information detected continuously or at regular intervals by the pressure detection unit 145 is output to the control unit 210 via the arithmetic processing unit 146 in the same manner as the water quality information detected by the water quality detection sensor 140. . The pressure detection unit 145 corresponds to the “pressure detection unit” in the present invention. As shown in FIG. 3, the pressure detection unit 145 may be configured to be housed in the sensor housing 140 a of the water quality detection sensor 140, that is, a component of the water quality detection sensor 140, or may be a water quality detection sensor. 140 may be configured separately.

制御部210は、水質検出センサ140の演算処理部146から出力された情報と、水位検出部133から出力された情報とに基づいて、排水ポンプ132を制御する機能を有する。なお、この制御部210は、水処理装置100において排水ポンプ132のみの制御にのみ使用されてもよいし、また排水ポンプ132に加えて別の機器の制御に使用されてもよい。また、この制御部210は、1または複数の水処理装置100に対して設置される。この場合の制御部210の設置箇所は、水処理装置100自体が設置されている設置箇所の近傍領域であってもよいし、また当該近傍領域にかえて或いは加えて、水処理装置100から離間して遠隔監視がなされる離間領域であってもよい。   The control unit 210 has a function of controlling the drainage pump 132 based on information output from the arithmetic processing unit 146 of the water quality detection sensor 140 and information output from the water level detection unit 133. The control unit 210 may be used only for controlling the drain pump 132 in the water treatment apparatus 100, or may be used for controlling another device in addition to the drain pump 132. The control unit 210 is installed for one or a plurality of water treatment apparatuses 100. The installation location of the control unit 210 in this case may be a region near the installation location where the water treatment apparatus 100 itself is installed, or may be separated from the water treatment device 100 instead of or in addition to the vicinity region. Thus, it may be a remote area where remote monitoring is performed.

ところで、上記構成の水質検出センサ140を長期間にわたって使用した場合、経年劣化等によって、投光部142の投光素子における投光量や、受光部143の受光素子における受光感度が低下することが懸念される。そこで、定期的に水質検出センサ140の校正処理を行い、水質検出を適正に行うのが好ましい。従来、このセンサ校正処理は、作業者が水質検出センサ自体を処理槽内から処理槽外へと手動で取り出して、処理槽外の大気中ないし清水中において行なわれるのが一般的であった。しかしながら、この方法では、作業者が現場設置された各水処理装置まで出向いて水質検出センサのセンサ校正処理を直に行う必要があり、センサ校正に手間がかかるという問題を抱えているところ、これまで合理的な校正処理が望まれていた。そこで、本発明者は、水質検出センサの校正処理の合理化を図るべく、本実施の形態のセンサ校正システム200を用いた制御を想到したのである。   By the way, when the water quality detection sensor 140 having the above-described configuration is used for a long period of time, there is a concern that the light projection amount of the light projecting element of the light projecting unit 142 and the light sensitivity of the light receiving element of the light receiving unit 143 may decrease due to deterioration over time. Is done. Therefore, it is preferable that the water quality detection sensor 140 is periodically calibrated to appropriately detect the water quality. Conventionally, this sensor calibration processing is generally performed in the atmosphere or fresh water outside the processing tank by an operator manually taking out the water quality detection sensor itself from the processing tank to the outside of the processing tank. However, in this method, it is necessary for the operator to go to each water treatment device installed in the field and directly perform the sensor calibration processing of the water quality detection sensor, and this has the problem that it takes time and effort to calibrate the sensor. A rational calibration process was desired. Therefore, the present inventor has conceived control using the sensor calibration system 200 of the present embodiment in order to rationalize the calibration process of the water quality detection sensor.

ここで、水質検出センサ140を大気校正するセンサ大気校正制御に関し、図4及び図5を参照しつつ説明する。ここで、図4には、本実施の形態の水質検出センサ140のセンサ大気校正制御に関する処理フローが示され、図5には、本実施の形態の水質検出センサ140が装着された嫌気濾床槽130においてセンサ大気校正時の様子が示される。   Here, sensor atmosphere calibration control for calibrating the water quality detection sensor 140 to the atmosphere will be described with reference to FIGS. Here, FIG. 4 shows a processing flow relating to sensor atmospheric calibration control of the water quality detection sensor 140 of the present embodiment, and FIG. 5 shows an anaerobic filter bed equipped with the water quality detection sensor 140 of the present embodiment. The state at the time of sensor atmospheric calibration in the tank 130 is shown.

図4に示すように、本実施の形態のセンサ大気校正制御は、ステップS101〜S104が順次遂行されることによって可能となる。この一連のセンサ大気校正制御は、タイマ等の制御により定期的に遂行されてもよいし、或いは特定の操作スイッチなどの手動操作を起点として遂行されてもよい。   As shown in FIG. 4, the sensor atmospheric calibration control of the present embodiment is made possible by sequentially performing steps S101 to S104. This series of sensor atmospheric calibration control may be performed periodically by control of a timer or the like, or may be performed starting from a manual operation such as a specific operation switch.

まず、ステップS101では、水質検出センサ140のセンサ洗浄を行う。このセンサ洗浄は、水質検出センサ140に対し水流を付与する構造、バブリング構造、圧力水を噴射する構造などによって可能となる。このセンサ洗浄は、必要に応じて省略することもできる。   First, in step S101, sensor cleaning of the water quality detection sensor 140 is performed. This sensor cleaning can be performed by a structure that applies a water flow to the water quality detection sensor 140, a bubbling structure, a structure that injects pressure water, and the like. This sensor cleaning can be omitted if necessary.

次に、ステップS102では、制御部210が排水ポンプ132を制御することによって、嫌気濾床槽130内の水を下流の接触ばっ気槽150へと排水する排水制御を行う。この排水制御によって、図5に示すように、嫌気濾床槽130の槽内水位を低水位(LWL)まで低下させることができ、水質検出センサ140の水質検出部141が大気中に露出した状態が形成される。すなわち、制御部210による排水ポンプ132によって嫌気濾床槽130における被処理水の水位が可変とされ、これによって嫌気濾床槽130における被処理水の水位と水質検出センサ140との間の相対的な高さが可変とされて、水質検出センサ140が水質検出時に浸水状態に設定される一方、センサ校正時に浸水解除状態に設定される。従って、ここでいう排水ポンプ132、及びこの排水ポンプ132を制御する制御部210によって、本発明における「制御手段」が構成される。   Next, in step S <b> 102, the control unit 210 controls the drainage pump 132 to perform drainage control for draining the water in the anaerobic filter bed tank 130 to the downstream contact aeration tank 150. By this drainage control, as shown in FIG. 5, the water level in the anaerobic filter bed tank 130 can be lowered to a low water level (LWL), and the water quality detection unit 141 of the water quality detection sensor 140 is exposed to the atmosphere. Is formed. That is, the water level of the water to be treated in the anaerobic filter bed tank 130 is made variable by the drain pump 132 by the control unit 210, and thereby the relative level between the water level of the water to be treated in the anaerobic filter bed tank 130 and the water quality detection sensor 140. The height is variable, and the water quality detection sensor 140 is set in a flooded state at the time of water quality detection, and is set in a flooded release state at the time of sensor calibration. Therefore, the “control means” in the present invention is configured by the drain pump 132 and the control unit 210 that controls the drain pump 132 here.

次に、ステップS103によってセンサ大気露出検知を行い、水質検出センサ140が大気に確実に露出しており、大気校正を行うのに好ましい状態であるか否かを検知する。具体的には、圧力検出部145によって検出された圧力検出情報に基づいて、検出圧力が大気圧に合致している場合に、水質検出センサ140が大気に露出していると判定する。また、水位検出部133によって検出された水位検出情報に基づいて、嫌気濾床槽130の槽内水位が低水位(LWL)である場合に、水質検出センサ140が大気に露出していると判定する。本実施の形態では、圧力検出部145及び水位検出部133のうちの少なくとも一方の検出情報を用いて、水質検出センサ140が大気に露出しているか否かを判定するのが好ましい。   Next, the sensor atmospheric exposure is detected in step S103, and it is detected whether or not the water quality detection sensor 140 is reliably exposed to the atmosphere and is in a preferable state for performing atmospheric calibration. Specifically, based on the pressure detection information detected by the pressure detection unit 145, when the detected pressure matches the atmospheric pressure, it is determined that the water quality detection sensor 140 is exposed to the atmosphere. Further, based on the water level detection information detected by the water level detection unit 133, when the water level in the anaerobic filter bed tank 130 is a low water level (LWL), it is determined that the water quality detection sensor 140 is exposed to the atmosphere. To do. In the present embodiment, it is preferable to determine whether or not the water quality detection sensor 140 is exposed to the atmosphere using detection information of at least one of the pressure detection unit 145 and the water level detection unit 133.

なお、必要に応じては、このステップS103の終了時や前述のステップS102の終了時に、水質検出センサ140のセンサ洗浄を行うステップを設ける構成を採用することもできる。この場合、ワイパー部材を用いてセンサ面の拭き洗浄を行うワイパー式洗浄や、エア噴射によるエア式洗浄などを用いてセンサ洗浄を行うのが好ましい。このような構成によれば、排水制御が終了しているにも関わらず、水質検出センサ140のセンサ部分に水滴が残留付着している等の理由によってセンサ大気露出が適正に行われないような場合に対応することが可能となる。   If necessary, it is possible to employ a configuration in which a step for cleaning the water quality detection sensor 140 is provided at the end of step S103 or at the end of step S102 described above. In this case, it is preferable to perform sensor cleaning using wiper-type cleaning that wipes and cleans the sensor surface using a wiper member, air-type cleaning using air injection, or the like. According to such a configuration, although the drainage control is finished, the sensor air exposure is not properly performed due to reasons such as water droplets remaining on the sensor portion of the water quality detection sensor 140. It becomes possible to deal with cases.

ステップS103において水質検出センサ140が大気に露出していると判定した場合には、ステップS104において、水質検出センサ140のセンサ大気校正を行う演算処理部146が作動して自動でセンサ大気校正を行う。従って、この演算処理部146によって、本発明における「水質検出センサのセンサ校正を行う校正処理部」が構成される。このような構成によれば、水質検出センサ140が大気に露出していることを圧力検出部145や水位検出部133によって検出したうえでセンサ校正を行うため、センサ校正の信頼性が高まる。一方、ステップS103において水質検出センサ140が大気に露出していないと判定した場合には、ステップS103を継続する。この水質検出センサ140のセンサ大気校正は演算処理部146において行われる。なお、必要に応じてはステップS103を省略することもできる。この場合、タイマ等の制御によりステップS102における排水制御開始から一定時間経過後、自動的にステップS104へと移行する構成を採用することができる。   When it is determined in step S103 that the water quality detection sensor 140 is exposed to the atmosphere, in step S104, the arithmetic processing unit 146 that performs sensor atmosphere calibration of the water quality detection sensor 140 is activated to automatically perform sensor atmosphere calibration. . Therefore, the arithmetic processing unit 146 constitutes the “calibration processing unit that performs sensor calibration of the water quality detection sensor” in the present invention. According to such a configuration, the sensor calibration is performed after the pressure detection unit 145 or the water level detection unit 133 detects that the water quality detection sensor 140 is exposed to the atmosphere, so that the reliability of the sensor calibration is increased. On the other hand, if it is determined in step S103 that the water quality detection sensor 140 is not exposed to the atmosphere, step S103 is continued. The sensor air calibration of the water quality detection sensor 140 is performed in the arithmetic processing unit 146. Note that step S103 may be omitted as necessary. In this case, it is possible to employ a configuration in which the process automatically proceeds to step S104 after a predetermined time has elapsed from the start of drainage control in step S102 by the control of a timer or the like.

ステップS104では、水質検出センサ140が大気に露出している状態で、投光部142から照射され試料セル部144を通過した入射光ないし透過光が、受光部143の受光素子によりその光強度が電気信号に変換される。このとき、試料セル部144には被処理水が殆ど存在しないため、大気中におけるこの検出情報がセンサ大気校正用データとして演算処理部146に出力される。例えば水質情報として濁度を検出する場合、このときの検出結果に基づいて、濁度ゼロの場合の換算係数が求められて格納され、次回の検出時からはこの新たな換算係数に基づいて実際の濁度が算出される。   In step S <b> 104, incident light or transmitted light that has been irradiated from the light projecting unit 142 and passed through the sample cell unit 144 with the water quality detection sensor 140 being exposed to the atmosphere has a light intensity by the light receiving element of the light receiving unit 143. It is converted into an electrical signal. At this time, since there is almost no water to be treated in the sample cell unit 144, this detection information in the atmosphere is output to the arithmetic processing unit 146 as sensor atmospheric calibration data. For example, when detecting turbidity as water quality information, based on the detection result at this time, the conversion coefficient in the case of zero turbidity is obtained and stored. The turbidity of is calculated.

なお、本実施の形態では、センサ大気校正時においても圧力検出部145による圧力の検出を継続し、この圧力検出部145によって検出された圧力情報に基づいて、水質検出センサ140に作用する圧力が大気圧に相当する場合にこの水質検出センサ140にて検出した検出情報のみを、センサ大気校正用データとするのが好ましい。例えば、センサ大気校正時に不用意に水位が上昇して水質検出センサ140が浸水状態となった場合でも、そのときの検出情報はキャンセルして、センサ大気校正用データとして使用しないように構成することができる。このような構成によれば、センサ大気校正用データとして適正な検出情報のみを使用することが可能となるため、センサ大気校正の信頼性向上が図られる。なお必要に応じては、センサ大気校正時においても圧力検出部145による圧力の検出を継続する本構成を省略することもできる。   In the present embodiment, pressure detection by the pressure detection unit 145 is continued even during sensor atmospheric calibration, and the pressure acting on the water quality detection sensor 140 is detected based on the pressure information detected by the pressure detection unit 145. Only detection information detected by the water quality detection sensor 140 when it corresponds to atmospheric pressure is preferably used as sensor atmospheric calibration data. For example, even if the water level rises carelessly at the time of sensor air calibration and the water quality detection sensor 140 is in a flooded state, the detection information at that time is canceled and not used as sensor air calibration data. Can do. According to such a configuration, it is possible to use only appropriate detection information as sensor atmospheric calibration data, so that the reliability of sensor atmospheric calibration can be improved. If necessary, the present configuration for continuing the pressure detection by the pressure detection unit 145 even during sensor atmospheric calibration can be omitted.

以上のように、本実施の形態の水処理装置100を用いれば、嫌気濾床槽130において水質検出センサ140のセンサ大気校正を自動で行うことが可能となる。具体的には、水質検出センサ140を水面上に露出させる処理から大気校正処理が完了するまでの一連の処理の全てを、嫌気濾床槽130内に水質検出センサ140を配設した状態のまま包括的に自動で行うことが可能となる。これにより、センサ校正時に作業者が水質検出センサ140自体を処理槽内から処理槽外へと直に取り出す必要がなく合理的である。特に、センサ大気校正時に排水ポンプ132を使用して嫌気濾床槽130の槽内水位を下げることによって水質検出センサ140を大気に露出される構成を用いることで、水質検出センサ140を上下方向に駆動する構成に比して構造が簡素化されるため、装置コスト低減効果が得られる。   As described above, if the water treatment apparatus 100 of the present embodiment is used, the sensor air calibration of the water quality detection sensor 140 can be automatically performed in the anaerobic filter bed tank 130. Specifically, all the series of processes from the process of exposing the water quality detection sensor 140 to the surface of the water to the completion of the atmospheric calibration process are performed with the water quality detection sensor 140 disposed in the anaerobic filter bed tank 130. It becomes possible to carry out comprehensively and automatically. Thus, it is reasonable that the operator does not have to take out the water quality detection sensor 140 itself directly from the inside of the processing tank to the outside of the processing tank at the time of sensor calibration. In particular, by using a configuration in which the water quality detection sensor 140 is exposed to the atmosphere by lowering the water level in the anaerobic filter bed tank 130 using the drain pump 132 during sensor air calibration, the water quality detection sensor 140 is moved vertically. Since the structure is simplified compared to the driving configuration, an effect of reducing the apparatus cost can be obtained.

また、本実施の形態では、マンホール蓋等によって閉鎖された状態の槽本体の内部で大気校正を行うため、センサ校正処理が太陽光や外乱光による影響を受けにくくなる。従って、大気校正処理の精度が高まるうえ、外乱による影響を判定する判定回路等を設ける必要がなく構造が簡素化される。とりわけ、家庭の生活排水を受け入れて処理する家庭用の水処理装置にあっては、保守点検の頻度が工場などに比べて低く(例えば4ヶ月に1回)、水質検出センサ140が長期間にわたって使用されるところ、次回の保守点検までの間にセンサ校正を適正に行う要請が高い。そこで、センサ校正処理が外乱による影響を受けにくい本実施の形態の構造が特に効果的とされる。   Moreover, in this Embodiment, since air | atmosphere calibration is performed inside the tank main body of the state closed with the manhole cover etc., a sensor calibration process becomes difficult to receive to the influence by sunlight or disturbance light. Therefore, the accuracy of the atmospheric calibration process is improved, and it is not necessary to provide a determination circuit or the like for determining the influence of disturbance, and the structure is simplified. In particular, in a domestic water treatment apparatus that accepts and processes domestic wastewater, the frequency of maintenance and inspection is lower than that of a factory or the like (for example, once every four months), and the water quality detection sensor 140 has a long period of time. When used, there is a high demand for proper sensor calibration before the next maintenance inspection. Therefore, the structure of the present embodiment in which the sensor calibration process is not easily affected by disturbance is particularly effective.

〔他の実施の形態〕
なお、本発明は上記の実施の形態のみに限定されるものではなく、種々の応用や変形が考えられる。例えば、上記実施の形態を応用した次の各形態を実施することもできる。
[Other Embodiments]
In addition, this invention is not limited only to said embodiment, A various application and deformation | transformation can be considered. For example, each of the following embodiments to which the above embodiment is applied can be implemented.

上記実施の形態では、水位が変動する処理領域として嫌気濾床槽130に装着された水質検出センサ140のセンサ大気校正について記載したが、他の処理領域に設置された水質検出センサのセンサ大気校正や、水位が変化しない処理領域に装着された水質検出センサのセンサ大気校正に関しても同様に、本発明を適用可能である。水位が変化しない処理領域として消毒槽190に装着された水質検出センサ193のセンサ大気校正に関しては、図6及び図7が参照される。ここで、図6には、本実施の形態の水質検出センサ193が装着された消毒槽190において水質検出時の様子が示され、図7には、本実施の形態の水質検出センサ193が装着された消毒槽190においてセンサ大気校正時の様子が示されている。   In the above embodiment, the sensor air calibration of the water quality detection sensor 140 attached to the anaerobic filter bed tank 130 is described as the treatment area where the water level fluctuates, but the sensor air calibration of the water quality detection sensor installed in another treatment area. Similarly, the present invention can be applied to sensor air calibration of a water quality detection sensor mounted in a treatment area where the water level does not change. 6 and 7 are referred to regarding the sensor air calibration of the water quality detection sensor 193 attached to the disinfection tank 190 as a treatment area where the water level does not change. Here, FIG. 6 shows a state of water quality detection in the disinfection tank 190 to which the water quality detection sensor 193 of the present embodiment is mounted, and FIG. 7 shows the water quality detection sensor 193 of the present embodiment mounted. The state at the time of sensor atmospheric calibration is shown in the sterilized tank 190.

図6に示すように、消毒槽190は、被処理水を消毒処理する消毒剤(固形塩素剤)が充填された薬剤筒191、排水ポンプ132と同様の排水ポンプ192、水質検出センサ140と同様の水質検出センサ193を備える構成とされ、水質検出センサ193が消毒槽190内の所定位置に固定されている。水質検出センサ193は、本発明における「水滞留領域」としての消毒槽190内の水質を検出する機能を有する。この水質検出センサ193が、本発明における「水質検出センサ」に相当する。排水ポンプ192は、通常運転時、すなわち水質検出センサ193による水質検出時においては停止される一方、センサ大気校正時に運転されて、消毒槽190内の水を強制的に排水する構成とされる。   As shown in FIG. 6, the disinfection tank 190 is similar to the drug cylinder 191 filled with a disinfectant (solid chlorine agent) for disinfecting the water to be treated, the drain pump 192 similar to the drain pump 132, and the water quality detection sensor 140. The water quality detection sensor 193 is fixed to a predetermined position in the disinfection tank 190. The water quality detection sensor 193 has a function of detecting the water quality in the disinfection tank 190 as the “water retention area” in the present invention. The water quality detection sensor 193 corresponds to the “water quality detection sensor” in the present invention. The drainage pump 192 is stopped during normal operation, that is, when water quality is detected by the water quality detection sensor 193, while being operated during sensor air calibration, the water in the disinfection tank 190 is forcibly drained.

従って、この消毒槽190では、通常運転時においては、放流管190aによって槽内水位が規定されるため槽内水位が変化しない。これに対し、図7に示すように、センサ大気校正時においては、排水ポンプ192が運転されて、水質検出センサ193が大気に露出する水位になるまでこの排水ポンプ192による排水が行われる。すなわち、図4中のステップS102と同様の処理が遂行される。その後、図4中のステップS103及びS104と同様の処理によってセンサ大気校正を自動で遂行することが可能となる。
このような構成によれば、嫌気濾床槽130において水質検出センサ140のセンサ大気校正を行う場合と同様に、消毒槽190において水質検出センサ193のセンサ大気校正を自動で行うことが可能となるため合理的である。
Therefore, in the disinfection tank 190, the water level in the tank does not change during normal operation because the water level in the tank is defined by the discharge pipe 190a. On the other hand, as shown in FIG. 7, at the time of sensor atmospheric calibration, the drainage pump 192 is operated, and the drainage pump 192 drains until the water quality detection sensor 193 reaches a water level exposed to the atmosphere. That is, the same processing as step S102 in FIG. 4 is performed. Thereafter, the sensor atmospheric calibration can be automatically performed by the same processing as steps S103 and S104 in FIG.
According to such a configuration, it is possible to automatically perform the sensor air calibration of the water quality detection sensor 193 in the disinfection tank 190 as in the case of performing the sensor air calibration of the water quality detection sensor 140 in the anaerobic filter bed tank 130. Because it is reasonable.

また、上記実施の形態では、嫌気濾床槽130や消毒槽190のような水滞留領域に滞留した被処理水の水位を変更することによって、水質検出センサを水中に浸水した浸水状態と、当該浸水状態を解除した浸水解除状態に制御する場合について記載したが、本発明では、本構成にかえて或いは加えて、水質検出センサ側を上下方向に駆動して水位に対する上下位置を自動で変更することによって、水質検出センサの浸水状態と浸水解除状態を切り換える構成を採用することもできる。また、水滞留領域に滞留した被処理水の水位を変更する構成を採用する場合、上記実施の形態の排出ポンプ132,192のような手段を用いる構成をはじめ、水滞留領域における被処理水の流入量ないし流出量を制御する構成を適宜用いることが可能である。   In the above embodiment, the water quality detection sensor is submerged in water by changing the water level of the water to be treated in the water retention area such as the anaerobic filter bed tank 130 and the disinfection tank 190, and Although the case of controlling to the inundation release state in which the inundation state has been released has been described, in the present invention, the vertical position relative to the water level is automatically changed by driving the water quality detection sensor side in the vertical direction instead of or in addition to this configuration. Accordingly, it is possible to adopt a configuration in which the water quality detection sensor is switched between the flooded state and the flooded release state. In addition, when adopting a configuration for changing the water level of the water to be treated retained in the water retention region, including the configuration using means such as the discharge pumps 132 and 192 of the above embodiment, the water to be treated in the water retention region. A configuration for controlling the inflow amount or the outflow amount can be appropriately used.

また、上記実施の形態では、被処理水の濁度、透視度、SSを検出する水質検出センサにおけるセンサ校正を典型例として記載したが、その他の水質としてBOD(生物化学的酸素要求量)、DO(溶存酸素)、pH、紫外線(UV)吸光度などの水質に関する情報を検出する水質検出センサに関し、当該水質検出センサにおけるセンサ校正に対し本発明を適用することもできる。   Moreover, in the said embodiment, although the sensor calibration in the water quality detection sensor which detects turbidity of a to-be-processed water, transparency, and SS was described as a typical example, as other water quality, BOD (biochemical oxygen demand amount), The present invention can also be applied to sensor calibration in a water quality detection sensor that detects information about water quality such as DO (dissolved oxygen), pH, and ultraviolet (UV) absorbance.

また、上記実施の形態では、夾雑物除去槽110、嫌気濾床槽130、接触ばっ気槽150、沈殿槽170、消毒槽190の各水処理機構が槽本体101に収容される水処理装置100について記載したが、本発明では、槽本体101に収容する水処理機構の組み合わせは、設計仕様などの必要に応じて適宜変更可能である。   Moreover, in the said embodiment, each water treatment mechanism of the contaminant removal tank 110, the anaerobic filter bed tank 130, the contact aeration tank 150, the sedimentation tank 170, and the disinfection tank 190 is accommodated in the tank main body 101. However, in the present invention, the combination of the water treatment mechanisms accommodated in the tank body 101 can be changed as appropriate according to the design specifications and the like.

本発明における「水処理装置」の一実施の形態の水処理装置100の処理フローを示す図である。It is a figure which shows the processing flow of the water treatment apparatus 100 of one Embodiment of the "water treatment apparatus" in this invention. 本実施の形態の嫌気濾床槽130の槽内構成を示す図である。It is a figure which shows the structure in the tank of the anaerobic filter bed tank 130 of this Embodiment. 本実施の形態のセンサ校正システム200のシステム構成を示す図である。It is a figure which shows the system configuration | structure of the sensor calibration system 200 of this Embodiment. 本実施の形態の水質検出センサ140のセンサ大気校正制御に関する処理フローを示す図である。It is a figure which shows the processing flow regarding the sensor air | atmosphere calibration control of the water quality detection sensor 140 of this Embodiment. 本実施の形態の水質検出センサ140が装着された嫌気濾床槽130においてセンサ大気校正時の様子を示す図である。It is a figure which shows the mode at the time of sensor atmospheric calibration in the anaerobic filter bed tank 130 with which the water quality detection sensor 140 of this Embodiment was mounted | worn. 本実施の形態の水質検出センサ193が装着された消毒槽190において水質検出時の様子を示す図である。It is a figure which shows the mode at the time of water quality detection in the disinfection tank 190 with which the water quality detection sensor 193 of this Embodiment was mounted | worn. 本実施の形態の水質検出センサ193が装着された消毒槽190においてセンサ大気校正時の様子を示す図である。It is a figure which shows the mode at the time of sensor air | atmosphere calibration in the disinfection tank 190 with which the water quality detection sensor 193 of this Embodiment was mounted | worn.

符号の説明Explanation of symbols

100…水処理装置
101…槽本体
110…夾雑物除去槽
130…嫌気濾床槽
131…嫌気濾床
131a…濾材
132…排水ポンプ
133…水位検出部
140…水質検出センサ
140a…センサハウジング
141…水質検出部
142…投光部
143…受光部
144…試料セル部
145…圧力検出部
146…演算処理部
147…表示部
150…接触ばっ気槽
170…沈殿槽
190…消毒槽
190a…放流管
191…薬剤筒
192…排水ポンプ
193…水質検出センサ
200…センサ校正システム
210…制御部
DESCRIPTION OF SYMBOLS 100 ... Water treatment apparatus 101 ... Tank main body 110 ... Contaminant removal tank 130 ... Anaerobic filter bed tank 131 ... Anaerobic filter bed 131a ... Filter medium 132 ... Drain pump 133 ... Water level detection part 140 ... Water quality detection sensor 140a ... Sensor housing 141 ... Water quality Detection unit 142 ... Projection unit 143 ... Light reception unit 144 ... Sample cell unit 145 ... Pressure detection unit 146 ... Calculation processing unit 147 ... Display unit 150 ... Contact aeration tank 170 ... Precipitation tank 190 ... Disinfection tank 190a ... Discharge pipe 191 ... Drug cylinder 192 ... Drain pump 193 ... Water quality detection sensor 200 ... Sensor calibration system 210 ... Control unit

Claims (3)

被処理水に対し水処理を行う水処理機構を処理槽に収容する水処理装置であって、
前記水処理機構のうち被処理水が滞留する水滞留領域における水質情報を検出する水質検出センサと、
前記水滞留領域に滞留した被処理水の水位と前記水質検出センサとの間の相対的な高さを可変とすることによって、前記水質検出センサを水中に浸水した浸水状態と、当該浸水状態を解除した浸水解除状態に制御可能な制御手段と、
を備え、
前記水質検出センサは、前記水滞留領域の所定位置に固定される構成であり、
前記制御手段は、前記水滞留領域における被処理水の流入量ないし流出量を制御することによって、当該水滞留領域に滞留した被処理水の水位を可変とする構成であり、
前記水質検査センサは、水質検出時には、前記制御手段によって前記浸水状態に制御される一方、センサ校正時には、前記処理槽内に閉鎖された状態で前記制御手段によって前記浸水解除状態に制御されることを特徴とする水処置装置。
A water treatment device that houses a water treatment mechanism for treating water to be treated in a treatment tank,
A water quality detection sensor for detecting water quality information in a water retention region where treated water stays in the water treatment mechanism;
By varying the relative height between the water level of the water to be treated that has accumulated in the water retention area and the water quality detection sensor, the water quality detection sensor is submerged in water, and Control means that can be controlled to the unlocked release state,
With
The water quality detection sensor is configured to be fixed at a predetermined position of the water retention region,
The control means is configured to vary the water level of the water to be treated retained in the water retention region by controlling the inflow amount or the outflow amount of the water to be treated in the water retention region,
When the water quality is detected, the water quality inspection sensor is controlled to be in the flooded state by the control means, and at the time of sensor calibration, the water quality inspection sensor is controlled to be in the flooded release state by the control means while being closed in the treatment tank. Water treatment device characterized by.
請求項1に記載の水処理装置であって、
前記水質検出センサに作用する圧力情報を検出する圧力検出部と、
前記水質検出センサのセンサ校正を行う校正処理部と、
を備え、
前記制御手段が前記水質検出センサを前記浸水解除状態に制御した後、前記圧力情報に基づいて前記水質検出センサに作用する圧力が大気圧に相当することを判別した時に、前記校正処理部が作動する構成であることを特徴とする水処理装置。
The water treatment device according to claim 1 ,
A pressure detection unit for detecting pressure information acting on the water quality detection sensor;
A calibration processing unit for calibrating the water quality detection sensor;
With
After the control means controls the water quality detection sensor to the inundation release state, the calibration processing unit operates when it is determined that the pressure acting on the water quality detection sensor corresponds to atmospheric pressure based on the pressure information. The water treatment apparatus characterized by the above-mentioned.
請求項2に記載の水処理装置であって、
前記校正処理部は、前記圧力情報に基づいて前記水質検出センサに作用する圧力が大気圧に相当することを判別している時に前記水質検出センサにて検出した検出情報のみをセンサ校正用データとして用いてセンサ校正を行う構成であることを特徴とする水処理装置。
The water treatment device according to claim 2 ,
The calibration processing unit determines only the detection information detected by the water quality detection sensor as sensor calibration data when determining that the pressure acting on the water quality detection sensor corresponds to atmospheric pressure based on the pressure information. A water treatment apparatus characterized by using a sensor calibration .
JP2007052802A 2007-03-02 2007-03-02 Water treatment equipment Expired - Fee Related JP5100155B2 (en)

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