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JP5487927B2 - Production monitoring system for middle water and tap water - Google Patents
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JP5487927B2 - Production monitoring system for middle water and tap water - Google Patents

Production monitoring system for middle water and tap water Download PDF

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JP5487927B2
JP5487927B2 JP2009280850A JP2009280850A JP5487927B2 JP 5487927 B2 JP5487927 B2 JP 5487927B2 JP 2009280850 A JP2009280850 A JP 2009280850A JP 2009280850 A JP2009280850 A JP 2009280850A JP 5487927 B2 JP5487927 B2 JP 5487927B2
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俊明 局
浩司 渕上
猛志 辻
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JFE Engineering Corp
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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
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Description

本発明は、雨水などの環境淡水を集水して中水および/または上水を製造する際の監視システムに関するものである。   TECHNICAL FIELD The present invention relates to a monitoring system for collecting middle fresh water and / or clean water by collecting environmental fresh water such as rainwater.

雨水を集めて浄化して利用するシステムは種々開発されている。   Various systems for collecting and purifying rainwater have been developed.

例えば、特許文献1には、公園等の広い区域に降った雨水を集めて放水する放水経路の途中に、雨水抽出経路を接続して浄化し、これを利用する雨水利用システムが開示されている。   For example, Patent Document 1 discloses a rainwater utilization system that purifies by connecting a rainwater extraction path in the middle of a water discharge path that collects and discharges rainwater that falls in a wide area such as a park. .

特許文献2には、屋根などに降った雨水を集めて下の貯水槽に落し、これを浄化する雨水回収処理装置が開示されている。   Patent Document 2 discloses a rainwater recovery processing device that collects rainwater that has fallen on a roof or the like, drops it into a lower water storage tank, and purifies it.

また、特許文献3には、雨水を各戸から集めるとともに地域に発生する排熱を組み合わせて中水とそれを加熱した温水を供給する複合装置が開示されている。   Further, Patent Document 3 discloses a composite device that collects rainwater from each house and supplies waste water generated in the area in combination with middle water and hot water heated there.

特許文献4には、雨水や河川、池、生活廃水などを集めて浄化し、中水または上水を製造する装置が開示されている。   Patent Document 4 discloses an apparatus that collects and purifies rainwater, rivers, ponds, domestic wastewater, and the like to produce intermediate water or clean water.

これらの装置には水位センサーは設けられているが、特に製造監視システムは設けられていない。   These devices are provided with a water level sensor, but are not particularly provided with a production monitoring system.

特開2005−350867号公報JP-A-2005-350867 特開平10 −216734号公報JP-A-10-216734 特開2002−206765号公報JP 2002-206765 A 特開平 9 −234496号公報JP-A-9-23496

ところで、雨水等の環境淡水から上水や中水を製造する装置においては、配管や貯槽内に藻類、微生物等の生物が繁殖しやすく、これが、上水や中水の製造においてトラブルになる。一方、海水の淡水化には逆浸透膜が使用されている。本発明者らは、この逆浸透膜を雨水等の浄化に使用することを検討中である。海水の淡水化においては、膜に破断が生じると電気伝導度が大きく変化するので、これを容易に検知できる。しかしながら、雨水はもともと電気伝導度が低いため、これを測定しても破断による電気伝導度の変化が小さく、検知は容易ではない。   By the way, in an apparatus for producing clean water or middle water from environmental fresh water such as rainwater, organisms such as algae and microorganisms are likely to propagate in pipes and storage tanks, which causes a problem in the production of fresh water and middle water. On the other hand, reverse osmosis membranes are used for desalination of seawater. The present inventors are considering using this reverse osmosis membrane for purification of rainwater and the like. In seawater desalination, the electrical conductivity changes greatly when the membrane breaks, and this can be easily detected. However, since rainwater originally has low electrical conductivity, even if this is measured, the change in electrical conductivity due to breakage is small, and detection is not easy.

本発明者らは、雨水等の環境淡水の利用において、これらのトラブルを容易に確実に検知しうる手段を開発するべく種々検討の結果、滅菌剤の使用量に着目するに至った。すなわち、処理水には、滅菌や水質の維持のために、次亜塩素酸ナトリウムなどの残留性のある滅菌剤が使用されるが、この滅菌剤は、水の汚れ具合が高いと使用量が増大する。そこで、この滅菌剤の使用量を追跡して、ある一定の水準値を越えた場合に異常が発生したと判断するのである。   As a result of various studies to develop means capable of easily and reliably detecting these troubles in the use of environmental fresh water such as rainwater, the present inventors have focused on the amount of sterilant used. In other words, residual sterilizing agents such as sodium hypochlorite are used for treated water in order to sterilize and maintain water quality, but this sterilizing agent is used when water is highly contaminated. Increase. Therefore, the amount of the sterilant used is traced, and it is determined that an abnormality has occurred when a certain level is exceeded.

本発明は、このような着想のもとになされたものであり、環境淡水を集水して中水および/または上水を製造するシステムにおいて、単位時間当たりの処理水量を測定する手段と、滅菌処理工程で添加する塩素系菌剤の単位時間当たりの添加量を測定する手段と、処理水貯槽における処理水の残留塩素濃度を測定する手段を設け、これらを測定することにより単位処理水量あたりの塩素系滅菌剤の使用量を求め、この使用量が一定値を越えたときに異常事態が発生したと判断する、中水および/または上水の製造監視システムを提供するものである。 The present invention has been made based on such an idea, and in a system for collecting environmental fresh water to produce intermediate water and / or clean water, means for measuring the amount of treated water per unit time ; means for measuring the amount per unit time of the chlorine sterilization agent added in sterilization process, means for measuring the residual chlorine concentration in the treated water in the treated water storage tank is provided, the unit amount of treated water by measuring these The present invention provides a production monitoring system for middle water and / or clean water that determines the amount of use of a chlorinated sterilant and determines that an abnormal situation has occurred when the amount of use exceeds a certain value.

本発明により、雨水等の環境淡水から上水や中水を製造する際の異常事態の発生を確実に検知でき、上水や中水を安定して製造できる。   By this invention, generation | occurrence | production of the abnormal condition at the time of manufacturing clean water or middle water from environmental fresh water, such as rainwater, can be detected reliably, and clean water or middle water can be manufactured stably.

本発明の監視システムの一例を説明する上水および中水の製造フローを示す系統図である。It is a systematic diagram which shows the manufacture flow of the clean water and middle water explaining an example of the monitoring system of this invention. 正常な水と汚れた水について単位処理水量当たりの塩素系減菌剤の使用量と残留塩素濃度の関係を示すグラフである。It is a graph which shows the relationship between the usage-amount of the chlorine-type sterilizer per unit treated water amount, and a residual chlorine concentration about normal water and dirty water. 雨水を集水して浄化するフローを示す系統図である。It is a systematic diagram which shows the flow which collects and purifies rainwater.

本発明が適用される環境淡水とは、雨水、河川水、湖沼水等である。   The environmental fresh water to which the present invention is applied is rain water, river water, lake water, and the like.

本発明で利用される雨水は、各戸の屋根や路面等から集められるものである。集水手段は特に限定されず、各戸の屋根や路面に降った雨水を排水路や配管を利用して雨水貯槽に集めてもよく、その間に適宜中継貯槽を設けてもよい。例えば、図3に示すように、各戸に雨水タンクを設けて、その一部を各戸で灌漑用等に利用し、残部を集めてもよい。   Rainwater used in the present invention is collected from the roof of each door, the road surface, and the like. The water collecting means is not particularly limited, and rainwater that falls on the roof of each door or road surface may be collected in a rainwater storage tank using a drainage channel or piping, and a relay storage tank may be provided between them. For example, as shown in FIG. 3, a rainwater tank may be provided in each door, and a part of the rainwater tank may be used for irrigation in each door, and the remainder may be collected.

集水した雨水は、上水のみを製造してもよく、中水のみを製造してもよい。上水および中水の製造方法は、前述の特許文献に記載されている。   The collected rainwater may produce only clean water or only middle water. Methods for producing clean water and medium water are described in the aforementioned patent documents.

集水した雨水から中水と上水の両方を製造する際に、中水基準まで処理する方法は、流入水質、要求処理水質に応じて最適な方法を選択する必要がある。通常、中水の使用目的はトイレ用水や灌漑用水であるので、要求水質はそれほど厳しくはない。国内における代表的一例を挙げれば、pH値…5.8以上8.6以下、 臭気…異常でないこと、外観…ほぼ無色透明、大腸菌…検出されないこと、濁度…2度以下(ただし便器洗浄水は、濁度の基準はない。)、残留塩素基準…遊離残留塩素は0.1ppm(結合残留塩素の場合は0.4ppm)を保持、などである。   When producing both middle water and clean water from the collected rainwater, it is necessary to select an optimum method according to the influent water quality and the required treated water quality. Usually, the purpose of using middle water is toilet water and irrigation water, so the required water quality is not so severe. To give a typical example in Japan, pH value: 5.8 to 8.6, odor: not abnormal, appearance: almost colorless and transparent, Escherichia coli: not detected, turbidity: 2 degrees or less (however, toilet flush water There is no standard for turbidity.) Residual chlorine standard. Free residual chlorine remains at 0.1 ppm (0.4 ppm for bound residual chlorine).

雨水を流入水とした場合ミクロフィルター(MF)膜での濾過と塩素滅菌でほとんどの場合は要求水質を満足できる。その他、凝集処理、沈澱処理、pH調整、イオン交換、逆浸透膜法、オゾン処理法、紫外線照射法、活性炭吸着法などを適宜組み合わせて使用する。   When rainwater is used as inflow water, filtration with a microfilter (MF) membrane and chlorine sterilization can satisfy the required water quality in most cases. In addition, aggregation treatment, precipitation treatment, pH adjustment, ion exchange, reverse osmosis membrane method, ozone treatment method, ultraviolet irradiation method, activated carbon adsorption method and the like are used in appropriate combination.

中水から上水を製造する方法は、前記特許文献の方法を用いてもよいが、上水の製造に逆浸透膜処理を利用することもできる。その際、中水と飲料水の比率は、地域の要求に応じて定められる。   Although the method of the said patent document may be used for the method of manufacturing clean water from middle water, a reverse osmosis membrane process can also be utilized for manufacture of clean water. At that time, the ratio of middle water and drinking water is determined according to local requirements.

逆浸透膜装置は公知の装置を用いればよく、運転条件は、逆浸透法の原水の水質と、処理水である上水の要求水質と、本発明の根幹である逆浸透処理における濃縮水の満足すべき水質条件から決定すればよい。海水淡水化の場合の使用する膜の種類によってある程度異なるが、回収率は60%程度、濃縮率は2.5倍程度になる。回収率および濃縮率が制限される理由は、さらに濃縮率を高くしようとした場合には、原液の濃度が上昇し、正浸透圧が上昇し逆浸透処理に必要となる加圧圧力が上昇し、動力効率が上昇することと、原液の濃度が上昇し、膜表面への膜閉塞物質付着が懸念されること、などによるものである。しかしながら、雨水を処理して得た中水を原水とした場合には、塩類濃度が非常に小さいため、海水淡水化の場合に比べて非常に大きい回収率での運転と装置の小型化が可能になる。たとえば、このため、塩排除率が小さい代わりにエネルギー消費も小さく、細菌やウイルスさらには農薬のような化学成分の除去が可能な種類の逆浸透膜の使用が可能となるというメリットがある。 The reverse osmosis membrane device may be a known device, and the operating conditions are the quality of the raw water of the reverse osmosis method, the required water quality of treated water as the treated water, and the concentrated water in the reverse osmosis membrane treatment that is the basis of the present invention. Can be determined from the satisfactory water quality conditions. Depending on the type of membrane used in the case of seawater desalination, the recovery rate is about 60% and the concentration rate is about 2.5 times. The reason why the recovery rate and concentration rate are limited is that when the concentration rate is further increased, the concentration of the stock solution increases, the normal osmotic pressure increases, and the pressurization pressure required for reverse osmosis membrane treatment increases. However, this is due to the fact that the power efficiency is increased, the concentration of the stock solution is increased, and there is a concern about the adhesion of the membrane occluding substance to the membrane surface. However, when raw water obtained from rainwater treatment is used as raw water, the salt concentration is very small, so operation at a very high recovery rate and downsizing of the equipment are possible compared to seawater desalination. become. For example, for this reason, there is an advantage that a reverse osmosis membrane of a kind that can remove chemical components such as bacteria, viruses, and agricultural chemicals can be used instead of a small salt rejection rate.

逆浸透膜の透過液は、塩素添加等による滅菌処理をし、その外、必要により、ミネラル添加などを行って飲料水として供給する。   The permeated liquid of the reverse osmosis membrane is sterilized by adding chlorine or the like, and additionally supplied with minerals if necessary, as drinking water.

一方、濃縮液は、中水ラインへ返送する。返送先は、中水処理の上流側、中水処理中、中水処理後の中水貯槽までの間、あるいは、中水貯槽からの中水供給ラインの途中のいずれでもよい。中水処理の上流側への返送は、濃縮率が非常に高くても希釈されて、またさらに中水処理が施されるため、中水として全く問題のない水質になる利点がある。中水処理の段階、特に滅菌処理の上流側への返送も可能である。この場合でも、他の中水による希釈効果が得られ、返送された濃縮液による中水水質への影響はごくわずかとなるというメリットがある他、返送水は滅菌処理が施され、安全性の高い中水を確実に供給できるというメリットや、滅菌処理より上流側の処理には影響を及ぼさないため、滅菌処理より上流側の処理装置を大型化する必要もない。中水処理後の中水貯槽までの間への返送も、大量の中水で希釈されるため特に問題を生じない。この場合には、滅菌処理装置より下流側への返送となるため、中水貯層での残留塩素濃度が所定の値となるように、滅菌装置での塩素系菌剤の添加量を調整すればよい。この塩素系菌剤の添加量の調整の方法としては、水質、水量が安定している場合には、経験的に決めることが出来、さらに、中水貯槽に残留塩素濃度測定装置を設け、その値から調整することも出来る。必要に応じて、中水貯槽にも塩素系滅菌剤を投入できるようにしておけばよい。一方、中水供給ラインへの返送は、局部的に濃度が高くなるおそれがあるので、濃縮液の品質管理が必要になる場合がある。 On the other hand, the concentrate is returned to the middle water line. The return destination may be any of the upstream side of the intermediate water treatment, the intermediate water treatment, the intermediate water storage tank after the intermediate water treatment, or the intermediate water supply line from the intermediate water storage tank. The return to the upstream side of the intermediate water treatment has the advantage that the water quality is completely satisfactory as the intermediate water because it is diluted even if the concentration rate is very high and further subjected to the intermediate water treatment. It can also be returned to the middle water treatment stage, especially upstream of the sterilization treatment. Even in this case, there is a merit that the dilution effect by other medium water is obtained, and the influence of the returned concentrated liquid on the quality of the medium water is negligible. There is no need to increase the size of the processing apparatus upstream from the sterilization process because it does not affect the advantage of reliably supplying high-volume water and the upstream process from the sterilization process. The return to the middle water storage tank after the middle water treatment is not particularly problematic because it is diluted with a large amount of middle water. In this case, since the return to the downstream side of the sterilizer, as the residual chlorine concentration in the medium water貯層becomes a predetermined value, adjusting the addition amount of the chlorine-based sterilization agent in the sterilization apparatus do it. As a method for adjusting the amount of the chlorine-based sterilization agents, water quality, when the amount of water is stable, can be determined empirically, further residual chlorine concentration measuring device provided in the gray water storage tank, You can also adjust from that value. If necessary, a chlorine-based sterilant can be introduced into the middle water storage tank. On the other hand, since returning to the middle water supply line may locally increase the concentration, quality control of the concentrate may be required.

本発明においては、このような、中水および/または上水を製造するシステムにおいて、単位時間当たりの処理水量を測定する手段と、滅菌処理工程で添加する塩素系菌剤の単位時間当たりの添加量を測定する手段と、処理水貯槽における処理水の残留塩素濃度を測定する手段を設ける。 In the present invention, such a system for producing a medium water and / or water supply, means for measuring the amount of treated water per unit time, per unit time of the chlorine sterilization agent added in sterilization step Means for measuring the addition amount and means for measuring the residual chlorine concentration of the treated water in the treated water storage tank are provided.

処理水量を測定する手段は、例えば、配管の途中に流速計(流量計)を設けて単位時間当りの流量を求めたり、水位計(液面計)水位の減少を測定したりすることができる。測定位置は、処理ラインの何処でもよい。   As a means for measuring the amount of treated water, for example, a flow meter (flow meter) can be provided in the middle of a pipe to obtain a flow rate per unit time, or a water level meter (liquid level meter) can measure a decrease in water level. . The measurement position may be anywhere on the processing line.

滅菌処理工程で、添加する塩素系菌剤の添加量を測定する手段も、塩素系菌剤のタンクに水位計(液面計)を設けて単位時間当りの液面の低下量を求めたり、塩素系菌剤のタンクからの供給配管の途中に流速計(流量計)を設けて単位時間当りの流量を求めたり、あるいは塩素系菌剤の供給ポンプの流速とポンプの動作時間から求めたり、さらには塩素系菌剤の供給ポンプ自体に積算供給量を記録できるタイプのものを使用することができる。 In sterilization process, it means for measuring the amount of chlorine-based sterilization agent added also determine the amount of decrease in the liquid level per unit time water gauge in the tank of the chlorine-based sterilization agent (level gauge) provided or, middle anemometer supply line from the tank of the chlorine sterilization agent asking for flow rate per unit time provided (flowmeter), or the flow rate and operating time of the pump of the supply pump chlorine sterilization agent or obtained from the news it can be used of a type capable of recording the integrated supply amount to the supply pump itself chlorine sterilization agent.

処理水貯槽、すなわち上水貯槽や中水貯槽における上水や中水の残留塩素濃度を測定する手段は、処理水貯槽に残留塩素濃度計を設ければよい。   The means for measuring the residual chlorine concentration in the treated water storage tank, i.e., the water supply tank or the middle water storage tank, may be provided with a residual chlorine concentration meter in the treated water storage tank.

単位処理水量当たりの塩素系菌剤の使用量は、処理水中の残留塩素濃度が設定値になるように調されるから、上記の測定によって、単位処理水量当りの塩素系菌剤の使用量を求めることができる。 The amount of chlorine sterilization agent per unit amount of water treated, since the residual chlorine concentration in the treated water is so adjusted as to be the set value, by the above-described measurement, per unit of treated water chlorine sterilization agent The amount used can be determined.

そして、この単位処理水量当たりの塩素系菌剤の使用量が一定値を越えたときに異常事態が発生したと判断するのである。この一定値は、正常運転時の使用量の変動幅を測定し、例えば、使用量が正常時の変動幅の例えば1.5倍を越えたときに異常事態が発生したと判断するのである。尚、本発明において、異常事態が発生したとの判断は監視システムが自動的に行う。 Then, it is to determine that an abnormal situation has occurred when the amount of the chlorine-based sterilization agent per unit amount of treated water exceeds a predetermined value. This constant value measures the fluctuation range of the usage amount during normal operation, and for example, determines that an abnormal situation has occurred when the usage amount exceeds, for example, 1.5 times the fluctuation range during normal operation. In the present invention, the monitoring system automatically determines that an abnormal situation has occurred.

この異常事態発生の判断には、塩素系菌剤の使用量ばかりでなく、電気伝導度やpHも測定して、それらを総合判断することもできる。例えば電気伝導度も併せて上昇した場合には逆浸透膜の破断と判断し、電気伝導度が変わらなかった場合には生物発生の可能性が高いと判断するのである。pHは、処理プロセスにおいて大きく変動することはない。この値が大きく変動した場合には、pH測定装置を含むpH調整装置あるいはpH調整用の薬剤添加装置の異常の可能性が高いと判断する。 The determination of the occurrence of the abnormal state, not only the amount of the chlorine-based sterilization agents, electric conductivity and pH be measured, they can also be comprehensively determined. For example, if the electrical conductivity also increases, it is determined that the reverse osmosis membrane is broken, and if the electrical conductivity does not change, it is determined that there is a high probability of biogeneration. The pH does not vary greatly during the treatment process. If this value fluctuates greatly, it is determined that there is a high possibility of abnormality in the pH adjusting device including the pH measuring device or the pH adjusting drug adding device.

そして、これらの異常事態が発生した場合には、それぞれに応じて対処する。逆浸透膜の破断の場合には膜の交換であり、生物発生の場合には洗浄と殺菌などである。これらに対処するために、逆浸透膜装置や処理水系を複数設けて切り替えられるようにしておくことが好ましい。   And when these abnormal situations occur, it copes according to each. In the case of a reverse osmosis membrane break, the membrane is exchanged. In order to cope with these, it is preferable to provide a plurality of reverse osmosis membrane devices and treated water systems so that they can be switched.

本発明の一実施態様である監視システムを図1を参照して説明する。   A monitoring system according to an embodiment of the present invention will be described with reference to FIG.

図3のようにして集められた雨水をその貯槽から中水処理装置に送り、そこで流入水質、要求処理水質に応じて最適な方法で処理が行われる。雨水を流入水とした場合MF膜での濾過と塩素滅菌でほとんどの場合は要求水質を満足できる。その他、凝集処理、沈澱処理、pH調整、イオン交換、逆浸透膜法、オゾン処理法、紫外線照射法、活性炭吸着法などを適宜組み合わせて使用する。   The rainwater collected as shown in FIG. 3 is sent from the storage tank to the middle water treatment apparatus, where the treatment is performed in an optimum manner according to the inflow water quality and the required treatment water quality. When rainwater is used as inflow water, filtration with an MF membrane and chlorine sterilization can satisfy the required water quality in most cases. In addition, aggregation treatment, precipitation treatment, pH adjustment, ion exchange, reverse osmosis membrane method, ozone treatment method, ultraviolet irradiation method, activated carbon adsorption method and the like are used in appropriate combination.

中水処理が行われた水は、配管の途中に次亜塩素酸ナトリウム水溶液タンクからの配管を接続して次亜塩素酸ナトリウムの添加を行い、この添加量を配管の途中に設けた流量計で測定する。次亜塩素酸ナトリウムを添加した中水は中水貯槽に入れ、そこで残留塩素濃度残留塩素濃度計で測定して残留塩素濃度が一定になるよう使用量が制御される。こうして、中水貯槽に入った単位中水量当りの次亜塩素酸ナトリウム使用量が求められる。この単位処理水量当たりの次亜塩素酸ナトリウムの使用量は図2に模式的に示すように、正常な水と汚れた水では異なる。そこで、この使用量を連続的あるいは断続的に求めて変動幅を求め、単位処理水量当たりの使用量が通常時に対して例えば1.5倍を越えたときに異常事態が起こったと判断するのである。単位処理量当たりの次亜塩素酸ナトリウム要求量は、水質、水温によっても異なったものとなるので、通常時の添加量は継続的に把握し、特に、数分間から数週間といった短期間での大きな変化を検出すればよい。 The water that has been treated with middle water was added to the sodium hypochlorite solution tank connected to the sodium hypochlorite aqueous solution tank in the middle of the pipe. Measure with Middle water to which sodium hypochlorite has been added is placed in a middle water storage tank, where the residual chlorine concentration is measured with a residual chlorine concentration meter, and the amount used is controlled so that the residual chlorine concentration becomes constant. In this way, the amount of sodium hypochlorite used per unit amount of intermediate water in the intermediate water storage tank is determined. The amount of sodium hypochlorite used per unit treated water amount is different between normal water and dirty water, as schematically shown in FIG. Therefore, this amount of use is obtained continuously or intermittently to obtain a fluctuation range, and it is determined that an abnormal situation has occurred when the amount of use per unit treated water amount exceeds, for example, 1.5 times the normal amount. . Sodium hypochlorite demand per unit processing water quantity, water quality, since but also depended on water temperature, amount of time normally grasped continuously, in particular, in a short period of several weeks from minutes What is necessary is just to detect the big change of.

図1では、中水貯槽から一部を引抜いて飲料水処理を行っており、そこでも同様に、次亜塩素酸ナトリウムの添加量と残留塩素濃度を測定し、同様にして異常事態の発生を判断する。   In Fig. 1, drinking water treatment is carried out by extracting a part from the middle water storage tank. Similarly, the amount of sodium hypochlorite added and residual chlorine concentration are measured, and the occurrence of abnormal situations is similarly detected. to decide.

本発明のシステムは、環境淡水から上水や中水製造の異常事態発生を確実に検知できるのでそれらの製造に利用できる。   Since the system of the present invention can reliably detect the occurrence of an abnormal situation in the production of clean water or middle water from environmental fresh water, it can be used for their production.

Claims (4)

環境淡水を集水して中水および/または上水を製造するシステムにおいて、単位時間当たりの処理水量を測定する手段と、滅菌処理工程で添加する塩素系菌剤の単位時間当たりの添加量を測定する手段と、処理水貯槽における処理水の残留塩素濃度を測定する手段を設け、これらを測定することにより単位処理水量たりの塩素系滅菌剤の使用量を求め、この使用量が一定値を越えたときに異常事態が発生したと判断する、中水および/または上水の製造監視システム A system for producing in water and / or clean water environment freshwater and water collecting means for measuring the amount of treated water per unit time, the amount per unit time of the chlorine sterilization agent added in sterilization step means for measuring, treated water is provided with means for measuring the residual chlorine concentration in the treated water in the reservoir, they determine the amount of chlorine-based sterilizing agents have enough skilled unit amount of treated water by measuring, the amount used is constant A production monitoring system for middle water and / or clean water that determines that an abnormal situation has occurred when the value is exceeded . 環境淡水が雨水である請求項1記載の監視システム The monitoring system according to claim 1, wherein the environmental fresh water is rainwater . さらに、環境淡水と中水および/または上水の電気伝導度も測定する請求項1記載の監視システム Furthermore, the monitoring system of Claim 1 which also measures the electrical conductivity of environmental freshwater, middle water, and / or clean water . さらに、環境淡水と中水および/または上水のpHも測定する請求項1又は3記載の監視システム Furthermore, the monitoring system of Claim 1 or 3 which also measures the pH of environmental freshwater, middle water, and / or clean water .
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