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JP5358495B2 - Waste water management device and waste water management method - Google Patents
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JP5358495B2 - Waste water management device and waste water management method - Google Patents

Waste water management device and waste water management method Download PDF

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JP5358495B2
JP5358495B2 JP2010066319A JP2010066319A JP5358495B2 JP 5358495 B2 JP5358495 B2 JP 5358495B2 JP 2010066319 A JP2010066319 A JP 2010066319A JP 2010066319 A JP2010066319 A JP 2010066319A JP 5358495 B2 JP5358495 B2 JP 5358495B2
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敏樹 竹本
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Chugoku Electric Power Co Inc
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この発明は、排水のCOD(化学的酸素要求量)を計測して外部への放流の可否を管理する排水管理装置および排水管理方法に関する。   The present invention relates to a wastewater management apparatus and a wastewater management method for measuring the COD (chemical oxygen demand) of wastewater and managing the possibility of discharge to the outside.

例えば、発電所では、発電設備で使用された一般排水や、トイレや厨房で使用された生活排水などを、窒素化合物、硫黄化合物等を処理するN−S分解槽やpHを調整するpH調整槽、CODを軽減するCOD吸着塔などによる処理を行って、河川や海などに放流している。また、放流が認められる排水のCODや排水に含まれる全窒素、全リンなどが規制され、あるいは協定などで定められているため、処理後の排水のCODなどを計測して、CODなどが規制値よりも大きい場合には、排水の放流を停止している(例えば、特許文献1参照。)。すなわち、CODの場合、例えば、UV計によって排水の紫外線吸光度を測定し、このUV計からの測定信号と流量計からの出力信号とに基づいて負荷量演算器でCODを演算する。そして、演算したCODが規制値よりも大きい場合には、放流弁を閉止して排水の放流を停止している。   For example, in power plants, general wastewater used in power generation facilities, domestic wastewater used in toilets and kitchens, NS decomposition tanks that treat nitrogen compounds, sulfur compounds, etc., and pH adjustment tanks that adjust pH The COD adsorption tower that reduces COD is used to discharge it into rivers and the sea. In addition, COD of wastewater that is allowed to be discharged and total nitrogen, total phosphorus, etc. contained in wastewater are regulated or stipulated by agreements, etc., so COD etc. of wastewater after treatment is measured and COD is regulated When the value is larger than the value, the discharge of the waste water is stopped (for example, see Patent Document 1). That is, in the case of COD, for example, the UV absorbance of waste water is measured by a UV meter, and the load amount calculator calculates the COD based on the measurement signal from the UV meter and the output signal from the flow meter. When the calculated COD is larger than the regulation value, the discharge valve is closed to stop the discharge of the waste water.

特開2009−165911号公報JP 2009-165911 A

上記のように従来は、CODの上限のみを監視し、CODがその上限(規制値)よりも大きい場合にのみ、排水の放流を停止していた。つまり、CODとして極端に低い値が計測されたとしても、排水の放流を停止していなかった。ところで、UV計や負荷量演算器の故障、あるいは付着物による計測不良など(計測異常)が発生すると、CODとして極端に低い値(ゼロ値)が計測される場合がある。しかしながら、従来の排水管理では、CODとして極端に低い値が計測されたとしても、CODが規制値以下であるため、排水は放流され続ける。このため、UV計や負荷量演算器の故障中などに、実際のOCDが規制値よりも大きい排水があったとしても、計測値が規制値以下であるため、OCDが規制値よりも大きい排水が放流されてしまうおそれがある、と本発明者は考えるに至った。   As described above, conventionally, only the upper limit of the COD is monitored, and the discharge of the waste water is stopped only when the COD is larger than the upper limit (regulation value). That is, even if an extremely low value was measured as COD, the discharge of waste water was not stopped. By the way, when a failure of the UV meter or the load amount calculator or a measurement failure due to an adhering matter (measurement abnormality) occurs, an extremely low value (zero value) may be measured as COD. However, in the conventional wastewater management, even if an extremely low value is measured as the COD, the wastewater continues to be discharged because the COD is below the regulation value. For this reason, even if there is drainage in which the actual OCD is larger than the regulation value, such as during a failure of the UV meter or the load amount calculator, the measured value is less than the regulation value, so that the drainage is larger than the regulation value. The present inventor has come to think that there is a risk of being discharged.

そこでこの発明は、CODが規制値よりも大きい排水の外部への放流をより確実に防止することが可能な排水管理装置および排水管理方法を提供することを目的とする。   Accordingly, an object of the present invention is to provide a drainage management apparatus and a drainage management method capable of more reliably preventing discharge of drainage having a COD larger than a regulation value to the outside.

上記目的を達成するために請求項1に記載の発明は、発電所における発電設備で使用された一般排水を一般排水処理装置で処理した後の排水と、前記発電所におけるトイレや厨房からの生活排水を生活排水処理装置で処理した後の排水とを、混合して排水混合槽に貯留し、前記排水混合槽からの排水の放流管理を行うとともに、前記一般排水処理装置で処理された排水が前記一般排水処理装置に還流可能である排水管理装置であって、前記排水混合槽内の排水の化学的酸素要求量を計測する計測手段と、前記計測手段による計測値に基づいて、前記排水混合槽内の前記排水の外部への放流の可否を判定する判定手段と、を備え、前記判定手段は、前記計測値が所定の上限値以上である否かを比較判定する第1の比較器と、前記計測値が所定の下限値以下であるか否かを比較判定する第2の比較器と、計測値が所定値よりも高いか否かを比較判定する第3の比較器とを有し、前記計測値が所定の上限値以上の場合および所定の下限値以下の場合に、前記排水混合槽からの前記放流を不可と判定し、前記第3の比較器で前記計測値が所定値よりも高いと比較判定した場合に、警報を要すると判定する、ことを特徴とする排水管理装置である。ここで、化学的酸素要求量(COD)には、生物分解性有機物(BOD)を含む。
In order to achieve the above object, the invention according to claim 1 is directed to a waste water after processing a general waste water used in a power generation facility in a power plant by a general waste water treatment device, and a life from a toilet or a kitchen in the power plant. The wastewater that has been treated with the domestic wastewater treatment device is mixed and stored in the wastewater mixing tank, and the discharge of the wastewater from the wastewater mixing tank is managed, and the wastewater treated by the general wastewater treatment device wherein a common waste water treatment can be a wastewater management system reflux apparatus, a measuring means for measuring the chemical oxygen demand of the waste water of the waste water mixture bath, based on the measurement values by the measuring means, the drainage mix Determining means for determining whether or not the drainage in the tank can be discharged to the outside, and the determination means includes a first comparator for comparing and determining whether or not the measured value is equal to or greater than a predetermined upper limit value. , The measured value is predetermined And whether the comparison determines the second comparator or is below limit value, the measurement value and a third comparator comparing determines higher or not than a predetermined value, the measurement value is given When it is determined that the discharge from the waste water mixing tank is not possible when the value is equal to or higher than the upper limit and equal to or lower than the predetermined lower limit, and the measured value is compared and determined to be higher than the predetermined value by the third comparator to be determined to require an alarm, it is wastewater management apparatus according to claim. Here, the chemical oxygen demand (COD) includes biodegradable organic matter (BOD).

この発明によれば、排水のCODが計測手段によって計測され、その計測値が所定の上限値以上の場合、つまりCODが規制値(あるいはその管理値)よりも大きい場合には、判定手段によって排水の外部への放流が不可と判定される。また、計測手段による計測値が所定の下限値以下の場合、つまり計測手段による計測異常と推定される場合にも、判定手段によって排水の放流が不可と判定される。   According to this invention, when the COD of the wastewater is measured by the measuring means and the measured value is equal to or greater than the predetermined upper limit value, that is, when the COD is larger than the regulation value (or its management value), the wastewater is discharged by the determining means. It is determined that it is not possible to discharge to the outside. In addition, when the measurement value by the measurement unit is equal to or less than the predetermined lower limit value, that is, when it is estimated that the measurement is abnormal by the measurement unit, the determination unit determines that the discharge of the waste water is impossible.

請求項2に記載の発明は、請求項1に記載の排水管理装置において、前記所定の下限値は、前記排水の過去の化学的酸素要求量に基づいて、前記計測手段による計測異常の可能性があると推定される値に設定されている、ことを特徴とする。
Invention according to claim 2, in wastewater management apparatus according to claim 1, wherein the predetermined lower limit value, based on past chemical oxygen demand of the waste water, the possibility of abnormal measurement by the measuring means It is set to the value estimated that there exists.

請求項3に記載の発明は、発電所における発電設備で使用された一般排水を一般排水処理装置で処理した後の排水と、前記発電所におけるトイレや厨房からの生活排水を生活排水処理装置で処理した後の排水とを、混合して排水混合槽に貯留し、前記排水混合槽からの排水の放流管理を行うとともに、前記一般排水処理装置で処理された排水が前記一般排水処理装置に還流可能である排水管理方法であって、前記排水混合槽内の排水の化学的酸素要求量を計測手段によって計測し、前記計測手段による計測値に基づいて、前記排水混合槽内の前記排水の外部への放流の可否を判定手段によって判定し、前記判定手段は、前記計測値が所定の上限値以上である否かを比較判定する第1の比較器と、前記計測値が所定の下限値以下であるか否かを比較判定する第2の比較器と、計測値が所定値よりも高いか否かを比較判定する第3の比較器とを有し、前記計測値が所定の上限値以上の場合および所定の下限値以下の場合に、前記排水混合槽からの前記放流を不可と判定し、前記第3の比較器で前記計測値が所定値よりも高いと比較判定した場合に、警報を要すると判定する、ことを特徴とする排水管理方法である。
The invention according to claim 3 is a domestic wastewater treatment device for treating wastewater after treatment of general wastewater used in power generation equipment at a power plant with a general waste water treatment device and living waste water from a toilet or kitchen at the power plant. The treated waste water is mixed and stored in the waste water mixing tank, and the waste water from the waste water mixing tank is discharged and the waste water treated by the general waste water treatment apparatus is returned to the general waste water treatment apparatus. A wastewater management method that is possible, the chemical oxygen demand of wastewater in the wastewater mixing tank is measured by a measuring means, and based on the measured value by the measuring means , the outside of the wastewater in the wastewater mixing tank The determination means determines whether or not discharge is possible, and the determination means compares a first comparator for determining whether or not the measured value is equal to or higher than a predetermined upper limit value, and the measured value is equal to or lower than a predetermined lower limit value. Whether or not A second comparator determines compare the measured value and a third comparator comparing determines whether higher than a predetermined value, if the measurement value is equal to or larger than a predetermined upper limit value and a predetermined lower limit If the value below the drainage the discharge from the mixing tank is determined impossible, if the measured value in said third comparator is compared determined to be higher than the predetermined value, it determines to require an alarm, It is the wastewater management method characterized by this.

請求項1および3に記載の発明によれば、排水のCODが規制値よりも大きい場合のみならず、計測値が所定の下限値以下であり、計測異常と推定される場合にも、排水の放流が不可と判定される。このため、計測手段の故障や計測不良などが発生して、計測値が規制値よりも小さい場合であっても、その間に実際のOCDが規制値よりも大きい排水が放流されてしまう、という事態を回避することができる。このようにして、CODが規制値よりも大きい排水の外部への放流を、より確実に防止することが可能となる。
According to the first and third aspects of the invention, not only when the COD of the wastewater is larger than the regulation value, but also when the measured value is equal to or lower than the predetermined lower limit and is estimated to be abnormal, It is determined that discharge is not possible. For this reason, even if the measurement means malfunction or measurement failure occurs and the measured value is smaller than the regulated value, the wastewater whose actual OCD is larger than the regulated value is discharged during that time. Can be avoided. In this way, it is possible to more reliably prevent the discharge of waste water having a COD larger than the regulation value to the outside.

請求項1に記載の発明によれば、警報を要すると判定されるため、警報によって管理者などに計測異常を通知し、迅速かつ適正な対応を促進することが可能となる。
According to the first aspect of the present invention, since it is determined that an alarm is required , it is possible to notify a manager or the like of a measurement abnormality by the alarm and promote a prompt and appropriate response.

請求項2に記載の発明によれば、所定の下限値が、排水の過去のCODに基づいて、計測異常の可能性があると推定される値に設定されている。例えば、過去のCODの実績値ではあり得なかった値の上限値を所定の下限値とすることで、計測異常を検知、監視する値として、所定の下限値が適正値となる。この結果、CODが規制値よりも大きい排水の外部への放流を、より確実に防止することが可能となる。 According to the second aspect of the present invention, the predetermined lower limit value is set to a value estimated that there is a possibility of measurement abnormality based on the past COD of the drainage. For example, by setting the upper limit of a value that could not be a past actual COD value as a predetermined lower limit, the predetermined lower limit becomes an appropriate value as a value for detecting and monitoring a measurement abnormality. As a result, it becomes possible to more reliably prevent the discharge of waste water having a COD larger than the regulation value to the outside.

この発明の実施の形態に係る排水管理装置を示す概略構成ブロック図である。1 is a schematic block diagram showing a wastewater management apparatus according to an embodiment of the present invention. 図1の排水管理装置が配設されている周辺設備を示すブロック図である。It is a block diagram which shows the peripheral installation by which the waste_water | drain management apparatus of FIG. 1 is arrange | positioned.

以下、この発明を図示の実施の形態に基づいて説明する。   The present invention will be described below based on the illustrated embodiments.

図1は、この発明の実施の形態に係る排水管理装置1を示す概略構成ブロック図である。この排水管理装置1は、排水のCOD(化学的酸素要求量)を計測して外部への放流の可否を管理等する装置であり、主として、計測装置(計測手段)2と、判定器(判定手段)3とを備えている。ここで、管理対象の排水が、発電所における排水であることを例にして説明する。   FIG. 1 is a schematic block diagram showing a wastewater management apparatus 1 according to an embodiment of the present invention. This wastewater management device 1 is a device that measures the COD (chemical oxygen demand) of wastewater and manages whether or not it can be discharged to the outside, and mainly includes a measuring device (measuring means) 2 and a determination device (determination) Means) 3. Here, an explanation will be given taking as an example that the wastewater to be managed is wastewater in a power plant.

計測装置2は、排水のCODを計測する装置であり、UV計21と負荷量演算器22とを備えている。UV計21は、排水の紫外線吸光度を測定する計器であり、負荷量演算器22は、UV計21からの測定信号と、排水の流量を測定する流量計(図示せず)からの出力信号とに基づいて、CODを演算(換算)する演算器である。ここで、UV計21に代わって、排水中の酸化されやすい物質が酸化剤を消費する量(COD)を計測するCOD計を備えてもよい。   The measuring device 2 is a device that measures the COD of waste water, and includes a UV meter 21 and a load amount calculator 22. The UV meter 21 is a meter that measures the ultraviolet absorbance of the waste water, and the load calculator 22 is a measurement signal from the UV meter 21 and an output signal from a flow meter (not shown) that measures the flow rate of the waste water. Is a calculator that calculates (converts) COD based on the above. Here, instead of the UV meter 21, a COD meter that measures the amount (COD) of a substance that is easily oxidized in waste water consumes an oxidizing agent may be provided.

判定器3は、計測装置2による計測値に基づいて、排水の外部への放流の可否を判定する回路・アルゴリズムである。すなわち、比較器(Monitor Switch)31〜33を備え、第1の比較器31において、計測値が「COD異常高」であるか否か、具体的には、13.5mg/l(所定の上限値)以上であるか否かを比較判定する。また、第2の比較器32において、計測値が「COD異常低」であるか否か、具体的には、0.4mg/l(所定の下限値)以下であるか否かを比較判定する。さらに、第3の比較器33において、計測値が「COD高」であるか否か、具体的には、12.0mg/l以上であるか否かを比較判定する。   The determiner 3 is a circuit / algorithm that determines whether or not the drainage can be discharged to the outside based on the measurement value of the measuring device 2. That is, comparators (Monitor Switches) 31 to 33 are provided. In the first comparator 31, whether or not the measured value is “COD abnormally high”, specifically, 13.5 mg / l (predetermined upper limit). Value) or more. Further, in the second comparator 32, it is compared and determined whether or not the measured value is “COD abnormally low”, specifically, whether or not it is 0.4 mg / l (predetermined lower limit value) or less. . Further, the third comparator 33 compares and determines whether or not the measured value is “COD high”, specifically, whether or not it is 12.0 mg / l or more.

そして、第1の比較器31で「COD異常高」と比較判定した場合には、排水の外部への放流を不可(放流停止)と判定し、第2の比較器32で「COD異常低」と比較判定した場合には、排水の外部への放流を不可と判定するとともに、警報を要すると判定する。また、第3の比較器33で「COD高」と比較判定した場合には、警報を要すると判定する。   When the first comparator 31 compares and determines “COD abnormally high”, it is determined that the discharge of the wastewater to the outside is impossible (discharge stop), and the second comparator 32 determines “COD abnormally low”. If it is compared and determined, it is determined that the discharge of the wastewater to the outside is impossible, and it is determined that an alarm is required. Further, when the third comparator 33 compares and determines “COD high”, it is determined that an alarm is required.

ここで、上記の閾値13.5mg/lおよび12.0mg/lは、次のようにして設定されている。すなわち、外部への放流が許容される排水の最大COD(規制値)を15.0mg/lとした場合、安全性(安全率)を考慮して、最大CODの90%である13.5mg/lを上限値(規制管理値)として、この上限値以上の場合には、「放流不可」とする。また、最大CODの80%である12.0mg/lを警報値とし、この警報値以上の場合には、「警報要」とする。   Here, the threshold values 13.5 mg / l and 12.0 mg / l are set as follows. That is, when the maximum COD (regulated value) of the wastewater allowed to be discharged to the outside is 15.0 mg / l, 13.5 mg / l, which is 90% of the maximum COD, is considered in view of safety (safety factor). If l is the upper limit value (regulatory control value), and if it is equal to or greater than this upper limit value, it is set as “undischargeable”. Further, 12.0 mg / l, which is 80% of the maximum COD, is set as an alarm value.

さらに、所定の下限値である0.4mg/lは、排水の過去のCODに基づいて、計測装置2による計測異常の可能性があると推定される値に設定されている。すなわち、過去のある期間(例えば、1ヶ月)における排水のCOD実測値を集計して、CODの分布状態を把握する。そして、実際のCODとしてはあり得ない値、疑わしい値、あるいは計測頻度が極めて少ない値を計測異常の可能性があると推定される値とする。例えば、過去のCODの分布状態によると、CODの計測値がほとんど0.5mg/l以上である場合、計測異常の可能性があると推定される値の上限値を0.4mg/lとし、この値を所定の下限値と設定する。このような設定手法として、3シグマや6シグマなどの統計的手法を用いてもよく、また、早期に計測異常を発見する必要がある場合等には、その目的に応じて所定の下限値を大きく設定したりしてもよい。   Furthermore, the predetermined lower limit value of 0.4 mg / l is set to a value that is estimated to be possibly measured abnormally by the measuring device 2 based on the past COD of the drainage. That is, the COD actual measurement value of drainage in a past period (for example, one month) is totaled to grasp the distribution state of COD. Then, a value that is impossible as an actual COD, a suspicious value, or a value with a very low measurement frequency is set as a value that is estimated to have a possibility of measurement abnormality. For example, according to the past COD distribution state, when the measured value of COD is almost 0.5 mg / l or more, the upper limit of the value estimated to be possibly abnormal measurement is set to 0.4 mg / l, This value is set as a predetermined lower limit value. As such a setting method, a statistical method such as 3 sigma or 6 sigma may be used, and when a measurement abnormality needs to be discovered early, a predetermined lower limit value is set according to the purpose. It may be set larger.

また、この判定器3は、点検中SW4と接続され、この点検中SW4がオンされると、判定器3において、「放流停止」および「警報要」と判定されるようになっている。さらに、排水管理装置1は、判定器3による判定結果に基づいて、後述する弁110、111や警報装置108などに対して、開閉信号や警報信号などを送信するようになっている。   Further, the determination device 3 is connected to the checking SW 4, and when the checking SW 4 is turned on, the determination device 3 determines “discharging stop” and “alarm required”. Furthermore, the drainage management device 1 is configured to transmit an open / close signal, an alarm signal, and the like to valves 110, 111, an alarm device 108, and the like, which will be described later, based on the determination result by the determiner 3.

このような排水管理装置1は、例えば図2に示すような排水処理系統に配設されている。この排水処理系統では、発電設備で使用された一般排水が、一般受水槽101に送られ、一般受水槽101内の排水が一般排水処理装置102によって排水処理される。同様に、トイレや厨房などからの生活排水が、生活受水槽103に送られ、生活受水槽103内の排水が生活排水処理装置104によって排水処理される。ここで、排水処理装置102、104は、排水の種類や処理目的などに応じた処理装置であり、例えば、窒素化合物や硫黄化合物などを処理するN−S分解槽、pHを調整するpH調整槽、重金属などを沈降除去する沈殿槽、微細な物質を除去するろ過器などが含まれる。   Such a waste water management apparatus 1 is disposed in a waste water treatment system as shown in FIG. 2, for example. In this wastewater treatment system, the general wastewater used in the power generation facility is sent to the general water receiving tank 101, and the wastewater in the general water receiving tank 101 is drained by the general wastewater treatment apparatus 102. Similarly, domestic wastewater from a toilet or a kitchen is sent to the living water receiving tank 103, and the wastewater in the living water receiving tank 103 is drained by the domestic wastewater treatment apparatus 104. Here, the waste water treatment devices 102 and 104 are treatment devices according to the type of waste water, the purpose of treatment, and the like, for example, an NS decomposition tank for treating nitrogen compounds, sulfur compounds, etc., a pH adjusting tank for adjusting pH. , A sedimentation tank that settles and removes heavy metals, and a filter that removes fine substances.

次に、一般排水処理装置102で処理された排水が、第1のポンプ106によって、第1の弁110を介して一般排水処理装置102に還流可能とともに、第2の弁111を介して排水混合槽105に送られるようになっている。同様に、生活排水処理装置104で処理された排水が、第2のポンプ107によって排水混合槽105に送られるようになっている。また、排水混合槽105からの排水が、河川や海などの外部に放流されるようになっている。   Next, the wastewater treated by the general wastewater treatment device 102 can be returned to the general wastewater treatment device 102 via the first valve 110 by the first pump 106 and mixed with the wastewater via the second valve 111. It is sent to the tank 105. Similarly, the wastewater treated by the domestic wastewater treatment device 104 is sent to the wastewater mixing tank 105 by the second pump 107. Further, the waste water from the waste water mixing tank 105 is discharged to the outside such as a river or the sea.

そして、排水混合槽105と弁110、111と第2のポンプ107が、排水管理装置1に接続され、排水混合槽105内の排水のCODが計測装置2によって計測され、また、弁110、111と第2のポンプ107に対して排水管理装置1から制御信号が送られるようになっている。さらに、排水管理装置1に警報装置108が接続され、排水管理装置1から警報装置108に対して警報信号が送られるようになっている。ここで、弁110、111と第2のポンプ107は、受信した制御信号に基づいて開閉などする機能を備え、警報装置108は、受信した警報信号に基づいて、警報音を発生させながら警報ランプを点滅させる機能を備えている。   The waste water mixing tank 105, the valves 110 and 111, and the second pump 107 are connected to the waste water management apparatus 1, and the COD of the waste water in the waste water mixing tank 105 is measured by the measuring device 2, and the valves 110 and 111 are also measured. A control signal is sent from the drainage management device 1 to the second pump 107. Further, an alarm device 108 is connected to the drainage management device 1, and an alarm signal is sent from the drainage management device 1 to the alarm device 108. Here, the valves 110 and 111 and the second pump 107 have a function of opening and closing based on the received control signal, and the alarm device 108 generates an alarm sound based on the received alarm signal while generating an alarm sound. It has a function to blink.

次に、このような構成の排水管理装置1の作用および、この発明の実施の形態に係る排水管理方法について、説明する。   Next, the operation of the wastewater management apparatus 1 having such a configuration and the wastewater management method according to the embodiment of the present invention will be described.

まず、通常時は、ポンプ106、107は稼動し、第1の弁110は閉弁状態で、第2の弁111は開弁状態となっている。このような状態で、発電設備で使用された一般排水が、一般受水槽101を経由して一般排水処理装置102で排水処理されて、排水混合槽105に貯留されるとともに、トイレや厨房などからの生活排水が、生活受水槽103を経由して生活排水処理装置104で排水処理されて、排水混合槽105に貯留される。そして、排水混合槽105内の排水が外部に放流される。このような状態で、排水混合槽105内の排水のCODが、排水管理装置1の計測装置2によって定期的(例えば、1時間ごと)に計測され、その計測値に基づいて排水の外部への放流の可否などが、判定器3によって判定される。   First, in normal times, the pumps 106 and 107 are operated, the first valve 110 is closed, and the second valve 111 is opened. In this state, the general wastewater used in the power generation facility is drained by the general wastewater treatment device 102 via the general water receiving tank 101 and stored in the wastewater mixing tank 105, and from a toilet or a kitchen. The domestic wastewater is drained by the domestic wastewater treatment device 104 via the living water receiving tank 103 and stored in the drainage mixing tank 105. And the waste_water | drain in the waste_water | drain mixing tank 105 is discharged outside. In such a state, the COD of the wastewater in the wastewater mixing tank 105 is periodically measured (for example, every hour) by the measuring device 2 of the wastewater management device 1, and the wastewater is discharged to the outside based on the measured value. Whether or not discharge is possible is determined by the determiner 3.

例えば、計測値が12.0mg/l以上で13.5mg/l未満の場合には、「COD高」として警報を要すると判定される。そして、排水管理装置1から警報装置108に対して警報発令の警報信号が送信され、これを受けて警報音などが発せられる。続いて、計測値が13.5mg/l以上になった場合には、「COD異常高」として排水の外部への放流が不可と判定される。そして、排水管理装置1から、第2のポンプ107に対して停止指令、第1の弁110に対して開弁指令、第2の弁111に対して閉弁指令の開閉信号が送信される。これにより、排水処理装置102、104から排水混合槽105への排水の流入が停止され、排水の放流が停止される。   For example, when the measured value is 12.0 mg / l or more and less than 13.5 mg / l, it is determined that an alarm is required as “COD high”. Then, an alarm signal for issuing an alarm is transmitted from the drainage management device 1 to the alarm device 108, and an alarm sound is generated in response to the alarm signal. Subsequently, when the measured value is 13.5 mg / l or more, it is determined that the discharge of the wastewater to the outside is impossible as “COD abnormally high”. Then, the drainage management device 1 transmits a stop command to the second pump 107, a valve opening command to the first valve 110, and a valve closing command opening / closing signal to the second valve 111. Thereby, the inflow of the waste water from the waste water treatment apparatuses 102 and 104 to the waste water mixing tank 105 is stopped, and the discharge of the waste water is stopped.

一方、計測値が0.4mg/l以下の場合には、「COD異常低」として排水の外部への放流が不可で、かつ警報を要すると判定される。そして、排水管理装置1から、第2のポンプ107に対して停止指令、第1の弁110に対して開弁指令、第2の弁111に対して閉弁指令の開閉信号が送信される。これにより、排水処理装置102、104から排水混合槽105への排水の流入が停止され、排水の放流が停止される。同時に、排水管理装置1から警報装置108に警報信号が送信され、警報装置108から警報音などが発せられる。また、設備を点検する際には、点検中SW4をオンすることで、判定器3で「放流停止」および「警報要」と判定され、排水の外部への放流が停止されるとともに、警報装置108から警報音などが発せられるものである。   On the other hand, when the measured value is 0.4 mg / l or less, it is determined that “COD abnormality is low” and the discharge of the wastewater to the outside is impossible and an alarm is required. Then, the drainage management device 1 transmits a stop command to the second pump 107, a valve opening command to the first valve 110, and a valve closing command opening / closing signal to the second valve 111. Thereby, the inflow of the waste water from the waste water treatment apparatuses 102 and 104 to the waste water mixing tank 105 is stopped, and the discharge of the waste water is stopped. At the same time, an alarm signal is transmitted from the drainage management device 1 to the alarm device 108, and an alarm sound is emitted from the alarm device 108. In addition, when checking the equipment, by turning on SW4 during the check, it is determined by the determiner 3 that “discharge stop” and “alarm required”, and the discharge of the drainage to the outside is stopped, and the alarm device An alarm sound or the like is emitted from 108.

以上のように、この排水管理装置1および排水管理方法によれば、排水のCODが所定の上限値以上の場合のみならず、計測値が所定の下限値以下であり、計測異常と推定される場合にも、判定器3によって排水の放流が不可と判定される。このため、計測装置2の故障や計測不良などが発生した場合であっても、その間にOCDが規制値(15.0mg/l)よりも大きい排水が放流されてしまう、という事態を回避することができる。このようにして、CODが規制値よりも大きい排水の外部への放流を、より確実に防止することが可能となる。   As described above, according to the wastewater management apparatus 1 and the wastewater management method, not only when the COD of the wastewater is equal to or higher than the predetermined upper limit value, but the measured value is equal to or lower than the predetermined lower limit value, and it is estimated that the measurement is abnormal. Even in this case, it is determined by the determiner 3 that the discharge of the waste water is impossible. For this reason, even if it is a case where a failure of the measuring apparatus 2 or a measurement failure occurs, a situation in which wastewater whose OCD is larger than the regulation value (15.0 mg / l) is discharged in the meantime is avoided. Can do. In this way, it is possible to more reliably prevent the discharge of waste water having a COD larger than the regulation value to the outside.

しかも、所定の下限値が、排水の過去のCODに基づいて、計測異常の可能性があると推定される値に設定されているため、計測異常を検知、監視する値として、所定の下限値が適正化される。この結果、CODが規制値よりも大きい排水の外部への放流を、より確実に防止することが可能となる。また、CODの計測値が所定の下限値以下であり、計測異常と推定される場合には、警報が発せられるため、警報によって管理者などに計測異常を通知し、迅速かつ適正な対応を促進することが可能となる。   Moreover, since the predetermined lower limit value is set to a value that is estimated to have a measurement abnormality based on the past COD of the waste water, the predetermined lower limit value is used as a value for detecting and monitoring the measurement abnormality. Is optimized. As a result, it becomes possible to more reliably prevent the discharge of waste water having a COD larger than the regulation value to the outside. In addition, if the measured value of COD is less than or equal to the predetermined lower limit value and is estimated to be abnormal, an alarm is issued, so the administrator is notified of the abnormal measurement by the alarm and promotes prompt and appropriate response. It becomes possible to do.

以上、この発明の実施の形態について説明したが、具体的な構成は、上記の実施の形態に限られるものではなく、この発明の要旨を逸脱しない範囲の設計の変更等があっても、この発明に含まれる。例えば、上記の実施の形態では、排水管理装置1として計測装置2と判定器3とを一体的に備えているが、弁110、111や第2のポンプ107などを制御する制御装置に判定器3を備え、計測装置2から制御装置に計測値を送信して判定器3で判定するようにしてもよい。また、警報装置108によって警報音の発生などを行っているが、遠隔地にいる管理者に通報するようにしてもよい。   Although the embodiment of the present invention has been described above, the specific configuration is not limited to the above embodiment, and even if there is a design change or the like without departing from the gist of the present invention, Included in the invention. For example, in the above embodiment, the wastewater management device 1 is integrally provided with the measuring device 2 and the determination device 3, but the determination device is a control device that controls the valves 110, 111, the second pump 107, and the like. 3, the measurement value may be transmitted from the measurement device 2 to the control device, and the determination unit 3 may determine the measurement value. Further, although the alarm device 108 generates an alarm sound, it may be notified to an administrator at a remote location.

1 排水管理装置
2 計測装置(計測手段)
21 UV計
22 負荷量演算器
3 判定器(判定手段)
31〜33 比較器
1 Wastewater management device 2 Measuring device (measuring means)
21 UV meter 22 Load calculator 3 Judgment device (judgment means)
31-33 comparator

Claims (3)

発電所における発電設備で使用された一般排水を一般排水処理装置で処理した後の排水と、前記発電所におけるトイレや厨房からの生活排水を生活排水処理装置で処理した後の排水とを、混合して排水混合槽に貯留し、前記排水混合槽からの排水の放流管理を行うとともに、前記一般排水処理装置で処理された排水が前記一般排水処理装置に還流可能である排水管理装置であって、
前記排水混合槽内の排水の化学的酸素要求量を計測する計測手段と、
前記計測手段による計測値に基づいて、前記排水混合槽内の前記排水の外部への放流の可否を判定する判定手段と、を備え、
前記判定手段は、前記計測値が所定の上限値以上である否かを比較判定する第1の比較器と、前記計測値が所定の下限値以下であるか否かを比較判定する第2の比較器と、計測値が所定値よりも高いか否かを比較判定する第3の比較器とを有し、前記計測値が所定の上限値以上の場合および所定の下限値以下の場合に、前記排水混合槽からの前記放流を不可と判定し、前記第3の比較器で前記計測値が所定値よりも高いと比較判定した場合に、警報を要すると判定する、ことを特徴とする排水管理装置。
Mixing the wastewater after processing the general wastewater used in the power generation facilities at the power plant with the general wastewater treatment device and the wastewater after treating the domestic wastewater from the toilet and kitchen at the power plant with the domestic wastewater treatment device A wastewater management apparatus that stores the wastewater in the wastewater mixing tank and discharges the wastewater from the wastewater mixing tank, and the wastewater treated by the general wastewater treatment apparatus can be returned to the general wastewater treatment apparatus. ,
Measuring means for measuring the chemical oxygen demand of the wastewater in the wastewater mixing tank ;
A determination unit that determines whether or not the drainage of the wastewater in the wastewater mixing tank is allowed to be discharged to the outside based on a measurement value by the measurement unit;
The determination means compares and determines whether or not the measured value is equal to or greater than a predetermined upper limit value and a first comparator that determines whether or not the measured value is equal to or smaller than a predetermined lower limit value. A comparator and a third comparator for determining whether or not the measured value is higher than a predetermined value, and when the measured value is not less than a predetermined upper limit value and not more than a predetermined lower limit value, waste water wherein the waste water of the effluent from the mixing tank is determined impossible, if the said measured value with a third comparator comparing determined to be higher than the predetermined value, determines to require an alarm, characterized in that Management device.
前記所定の下限値は、前記排水の過去の化学的酸素要求量に基づいて、前記計測手段による計測異常の可能性があると推定される値に設定されている、ことを特徴とする請求項1に記載の排水管理装置。 Claims wherein the predetermined lower limit value, on the basis of the past chemical oxygen demand of the waste water, the is set to a value which is estimated that there is a possibility of measurement abnormality by measuring means, characterized in that wastewater management device according to 1. 発電所における発電設備で使用された一般排水を一般排水処理装置で処理した後の排水と、前記発電所におけるトイレや厨房からの生活排水を生活排水処理装置で処理した後の排水とを、混合して排水混合槽に貯留し、前記排水混合槽からの排水の放流管理を行うとともに、前記一般排水処理装置で処理された排水が前記一般排水処理装置に還流可能である排水管理方法であって、
前記排水混合槽内の排水の化学的酸素要求量を計測手段によって計測し、
前記計測手段による計測値に基づいて、前記排水混合槽内の前記排水の外部への放流の可否を判定手段によって判定し、
前記判定手段は、前記計測値が所定の上限値以上である否かを比較判定する第1の比較器と、前記計測値が所定の下限値以下であるか否かを比較判定する第2の比較器と、計測値が所定値よりも高いか否かを比較判定する第3の比較器とを有し、前記計測値が所定の上限値以上の場合および所定の下限値以下の場合に、前記排水混合槽からの前記放流を不可と判定し、前記第3の比較器で前記計測値が所定値よりも高いと比較判定した場合に、警報を要すると判定する、ことを特徴とする排水管理方法。
Mixing the wastewater after processing the general wastewater used in the power generation facilities at the power plant with the general wastewater treatment device and the wastewater after treating the domestic wastewater from the toilet and kitchen at the power plant with the domestic wastewater treatment device A wastewater management method in which the wastewater from the wastewater mixing tank is discharged and managed, and the wastewater treated by the general wastewater treatment device can be returned to the general wastewater treatment device. ,
Measure the chemical oxygen demand of the wastewater in the wastewater mixing tank by measuring means,
Based on the measurement value by the measurement means , the determination means determines whether or not the waste water in the waste water mixing tank can be discharged to the outside,
The determination means compares and determines whether or not the measured value is equal to or greater than a predetermined upper limit value and a first comparator that determines whether or not the measured value is equal to or smaller than a predetermined lower limit value. A comparator and a third comparator for determining whether or not the measured value is higher than a predetermined value, and when the measured value is not less than a predetermined upper limit value and not more than a predetermined lower limit value, waste water wherein the waste water of the effluent from the mixing tank is determined impossible, if the said measured value with a third comparator comparing determined to be higher than the predetermined value, determines to require an alarm, characterized in that Management method.
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