JP2005238161A - Water treatment apparatus and water treatment method - Google Patents

Water treatment apparatus and water treatment method Download PDF

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JP2005238161A
JP2005238161A JP2004054230A JP2004054230A JP2005238161A JP 2005238161 A JP2005238161 A JP 2005238161A JP 2004054230 A JP2004054230 A JP 2004054230A JP 2004054230 A JP2004054230 A JP 2004054230A JP 2005238161 A JP2005238161 A JP 2005238161A
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water
overflow
treated
ozone
turbidity
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Kenju Ozawa
建樹 小沢
Toshiro Ishida
稔郎 石田
Tetsuya Tamura
哲也 田村
Yoshitaka Kaai
好孝 河相
Seiji Furukawa
誠司 古川
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Mitsubishi Electric Corp
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Mitsubishi Electric Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a technology which prevents water to be treated having a high pollution degree from flowing out into a river, a lake, or sea in an unsterilized state, and effectively sterilizes the water to be treated. <P>SOLUTION: A water treatment apparatus comprises a storm well 1 for storing the water to be treated, a water level sensor 2 for detecting the possibility of overflow of the water to be treated from the storm well 1, a surface scattering turbidity detector 3 for detecting the turbidity of the water to treated and judging the necessity of sterilization of the water to be treated, a pH adjustment device 4 for adjusting the pH of the water to be treated to 5 or lower, a suction pump 5 for transferring the water to be treated to an ozone treatment tank 6 for ozone sterilization, the ozone treatment tank 6, an ozone generator 7, a waste ozone decomposition tower 8, and a pH readjustment device 9. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、水処理装置および水処理方法に関し、特に家庭排水などの汚水と雨水とを下水道管に集めて消毒処理し放流する合流式下水道システムにおいて、降雨時にポンプ場より排出される未処理下水による河川、湖沼、海などの汚染問題を解決するうえで好適な水処理装置および水処理方法に関するものである。   The present invention relates to a water treatment apparatus and a water treatment method, and more particularly to untreated sewage discharged from a pumping station during rainfall in a combined sewer system that collects sewage and rainwater such as domestic wastewater in a sewer pipe, disinfects, and discharges. The present invention relates to a water treatment apparatus and a water treatment method that are suitable for solving pollution problems such as rivers, lakes, and seas.

後記の非特許文献1から、従来の下水の消毒施設において、大腸菌数が3000個/ミリリットル以下になるオゾン注入率を定め、そのオゾン量をオゾン反応タンクに注入し消毒することが従来公知である。非特許文献1によれば、オゾンの注入率を決める際に有機物や亜硝酸等の還元性物質が少ない下水に就いては、下水1リットルあたり5mg程度のオゾン注入率で目標の消毒効果を達成できる場合があるが、還元性物質が多い場合はオゾンが消費されるためにより多くのオゾンが必要であるとし、その原因はオゾンによる有機物や亜硝酸性窒素の酸化反応が微生物(大腸菌等)の不活化反応と競合し、オゾン消費量が大きくなるためとしている。   From Non-Patent Document 1 to be described later, it is conventionally known that, in a conventional sewage disinfection facility, an ozone injection rate at which the number of E. coli is 3000 cells / ml or less is determined, and the amount of ozone is injected into an ozone reaction tank for disinfection. . According to Non-Patent Document 1, the target disinfection effect is achieved with an ozone injection rate of about 5 mg per liter of sewage for sewage with low reducing substances such as organic matter and nitrous acid when determining the injection rate of ozone. If there are many reducing substances, ozone is consumed, so more ozone is needed. The cause of this is the oxidation of organic matter and nitrite nitrogen by the ozone (such as E. coli). Competing with the inactivation reaction, ozone consumption will increase.

一方、後記の特許文献1から、被処理水のpHを5.5〜6.5に調整後、吸着処理を経てオゾン処理することが従来公知である。また後記の特許文献2から、沈殿スラッジに含まれているCODのオゾン処理の際に、硫酸にてpH2〜4とすることが従来公知である。またさらに後記の特許文献3から、廃水を硝化処理した後にpHを調整後、オゾン処理することが従来公知である。   On the other hand, from Patent Document 1 described later, it is conventionally known that the pH of water to be treated is adjusted to 5.5 to 6.5, followed by adsorption treatment and ozone treatment. Further, from Patent Document 2 described later, it is conventionally known that the pH is adjusted to 2 to 4 with sulfuric acid during the ozone treatment of COD contained in the precipitated sludge. Further, from Patent Document 3 described later, it is conventionally known that after waste water is nitrified, pH is adjusted and then ozone treatment is performed.

また従来から、技術技術各種の汚水や下水などの被処理水は、雨水井などの被処理水収容装置に収容されてそれが一定量に達すると、それを水処理装置にポンプ輸送し、消毒処理して河川などに放流する方針が採られてきた。ところで、被処理水収容装置に流入する汚水や下水の量の一時的な急増や急激な降雨に基づく多量の雨水の流入などのために、被処理水収容装置の水位が急上昇して当該収容装置から被処理水が溢流し、未消毒のまま河川、湖沼、海などに流出してそれらを汚染する問題があった。従来は、かかる溢流と溢流水による汚染問題が等閑に付されてきたのが実情である。上記非特許文献1および特許文献1〜特許文献3には、被処理水に就いての消毒や処理方法は開示されていても、上記の溢流水による汚染問題については全く言及がない。
下水道施設計画・設計指針と解説 後編 2001年版(第272頁、図4.7.8) 特開2003−136080号公報(請求項1、請求項3) 特公昭63−39307号公報(第4欄、8〜11行) 特開昭52−28168号公報(請求項1)
Conventionally, treated water such as sewage and sewage of various technical technologies is stored in treated water storage devices such as rain wells, and when it reaches a certain amount, it is pumped to the water treatment device and disinfected. The policy of processing and releasing into rivers has been adopted. By the way, due to a temporary sudden increase in the amount of sewage and sewage flowing into the treated water storage device or a large amount of rainwater due to rapid rainfall, the water level of the treated water storage device suddenly rises and the storage device As a result, the water to be treated overflowed and flowed into rivers, lakes, and seas without being disinfected and contaminated them. In the past, the actual situation is that the problem of pollution caused by such overflows and overflowing waters has been added. Although the said nonpatent literature 1 and patent documents 1-patent document 3 disclose disinfection and the processing method about to-be-processed water, they do not mention the contamination problem by said overflow water at all.
Sewerage Facility Planning / Design Guidelines and Explanations Part 2 2001 (page 272, Fig. 4.7.8) JP2003-136080A (Claims 1 and 3) Japanese Examined Patent Publication No. 63-39307 (column 4, lines 8 to 11) JP-A-52-28168 (Claim 1)

本発明において解決しようとする課題は、現況における上記問題に鑑みて、汚染度の高い被処理水が未消毒のままで河川、湖沼、海などに流出することを防止し、且つ効果的に当該被処理水を消毒する技術を提供することにある。   In view of the above problems in the present situation, the problem to be solved in the present invention is to prevent treated water having a high degree of contamination from flowing out into rivers, lakes, seas, etc. without being disinfected, and effectively The object is to provide a technique for disinfecting water to be treated.

本発明の水処理装置は、被処理水収容装置に収容された被処理水の溢流の有無または溢流の可能性を検知する溢流検知装置、上記被処理水収容装置からの溢流水または溢流の可能性のある溢流可能性水の濁度を検知する濁度検知装置、上記溢流水または上記溢流可能性水のpHを調整するpH調整装置、pH調整された上記溢流水または上記溢流可能性水を消毒する消毒装置を備えたことを特徴とするものである。   The water treatment device of the present invention is an overflow detection device that detects the presence or absence of overflow of treated water stored in the treated water storage device, overflow water from the treated water storage device, or A turbidity detection device for detecting the turbidity of overflowable water having a possibility of overflow, a pH adjusting device for adjusting pH of the overflow water or the overflowable water, the overflow water adjusted for pH, or A disinfection device for disinfecting the overflowable water is provided.

本発明の水処理方法は、被処理水収容装置に収容された被処理水の溢流の有無または溢流の可能性を検知する第一工程、上記被処理水収容装置からの溢流水または溢流の可能性のある溢流可能性水の濁度を検知する第二工程、上記第二工程で検知された上記溢流水または上記溢流可能性水の濁度が濁度管理限界値を越えた場合に上記溢流水または上記溢流可能性水のpHを5以下に調整する第三工程、および上記第三工程でpH調整された上記溢流水または上記溢流可能性水を消毒する第四工程を備えたことを特徴とするものである。   The water treatment method of the present invention is a first step of detecting the presence or absence of overflow of treated water stored in the treated water storage device, overflow water or overflow from the treated water storage device. The second step of detecting the turbidity of the overflowable water with the possibility of flow, the turbidity of the overflow water or the overflowable water detected in the second step exceeds the turbidity control limit value A third step of adjusting the pH of the overflow water or the overflowable water to 5 or less, and a fourth step of disinfecting the overflow water or the overflowable water adjusted in the third step. It is characterized by comprising a process.

本発明は、上記溢流検知装置あるいは上記第一工程を含むことにより上記被処理水収容装置からの上記被処理水の溢流の有無または溢流の可能性を事前に検知することが可能となり、上記濁度検知装置あるいは上記第二工程を含むことにより上記被処理水の汚染の程度が把握できて消毒が必要であるか否かの判断が可能となり、さらに消毒が必要な場合には上記消毒装置あるいは上記第四工程において消毒を効果的に行うために必要なpH調整が、特にpHを5以下に調整することが上記pH調整装置あるいは上記第三工程により可能となる。被処理水のpHを所定の範囲に、特に5以下に調整することにより、後記する消毒剤と被処理水中の有機物との反応速度が抑制され、大腸菌の消毒に上記消毒剤が効果的に作用して消毒が効率良く行われる。よって、同一の消毒効果を得るために必要な上記消毒剤量を減少させることができ、上記消毒剤発生装置や貯蔵装置の容量が小さくなり、設備コスト、ランニングコストの低減が図られる。   By including the overflow detection device or the first step, the present invention can detect in advance the presence or absence of overflow of the treated water from the treated water storage device. Including the turbidity detection device or the second step makes it possible to determine the degree of contamination of the water to be treated and to determine whether or not disinfection is necessary. The pH adjustment necessary for effective disinfection in the disinfection device or the fourth step can be performed by the pH adjustment device or the third step, in particular, the pH can be adjusted to 5 or less. By adjusting the pH of the water to be treated to a predetermined range, particularly 5 or less, the reaction rate between the disinfectant described later and the organic matter in the water to be treated is suppressed, and the disinfectant effectively acts on the disinfection of E. coli. And disinfection is performed efficiently. Accordingly, the amount of the disinfectant necessary for obtaining the same disinfecting effect can be reduced, the capacity of the disinfectant generating device and the storage device is reduced, and the equipment cost and running cost can be reduced.

実施の形態1.
図1は、本発明の水処理装置における実施の形態1の説明図であって、当該水処理装置は、上記被処理水収容装置の一例としての雨水井1、上記溢流検知装置の一例としての水位検知装置2、上記濁度検知装置の一例としての表面散乱式濁度検知装置3、pH調整装置4、上記移送ポンプの一例としての汲水ポンプ5、上記消毒装置の一例としてのオゾン処理槽6、オゾン発生装置7、排オゾン分解塔8、およびpH再調整装置9から構成されている。
Embodiment 1 FIG.
FIG. 1 is an explanatory diagram of Embodiment 1 of a water treatment apparatus according to the present invention. The water treatment apparatus includes a rain well 1 as an example of the treated water storage apparatus and an example of the overflow detection apparatus. Water level detection device 2, surface scattering turbidity detection device 3 as an example of the turbidity detection device, pH adjusting device 4, pump water pump 5 as an example of the transfer pump, and ozone treatment as an example of the disinfection device It comprises a tank 6, an ozone generator 7, a waste ozone decomposition tower 8, and a pH readjustment device 9.

雨水井1には下水管(図示せず)を通して送られてきた家庭排水、雨水、あるいはその他の汚水などの被処理水が流入するようになっており、このために雨水井1における被処理水の水位11は絶えず変化し、降雨時には急上昇することがある。そこで雨水井1における被処理水の水位101が水位検知装置2により検知され、また被処理水の汚染の程度が表面散乱式濁度検知装置3により検知される。   To-be-treated water such as domestic wastewater, rainwater, or other sewage sent through a sewer pipe (not shown) flows into the rainwater well 1. The water level 11 changes constantly and may rise rapidly during rainfall. Therefore, the water level 101 of the water to be treated in the rain well 1 is detected by the water level detector 2, and the degree of contamination of the water to be treated is detected by the surface scattering turbidity detector 3.

水位検知装置2は、雨水井1内に設置された水位センサ201と水位検知装置本体202とから構成されており、雨水井1内での被処理水の水位101は、絶えず水位センサ201により検知され、その検知結果は水位検知装置本体202に入力される。水位検知装置本体202では、上記入力値の大きさ並びに入力値の時間的変化の大きさが絶えず監視される。   The water level detection device 2 includes a water level sensor 201 installed in the rainwater well 1 and a water level detection device main body 202, and the water level 101 of the treated water in the rainwater well 1 is constantly detected by the water level sensor 201. The detection result is input to the water level detection device main body 202. In the water level detection device main body 202, the magnitude of the input value and the magnitude of the temporal change of the input value are continuously monitored.

本発明者等によるこれまでの調査によれば、上記合流式下水道システムにおける雨水井1内に収容された被処理水の汚染の程度は、実質的に濁度にて評価が可能であり、且つ濁度50度未満であれば汚染の程度が低くて未消毒のままで放流しても実質的に河川、湖沼、海などを汚染しないことが判明している。なお濁度検知方法および濁度検知装置については特に制限はなく、要は高濃度の濁度を計測できるものであればよく、本発明ではその一例としての表面散乱式濁度検知装置3が採用されている。表面散乱式濁度検知装置3は、被処理水の表面に設置された濁度検知センサ301と濁度検知装置本体302とから構成されており、雨水井1内での被処理水の濁度、特に水位101(表層)およびその近傍の濁度が絶えず濁度検知センサ301により検知され、その検知結果は濁度検知装置本体302に入力される。濁度検知装置本体302では、上記入力値の大きさ並びに入力値の時間的変化の大きさが絶えず監視される。   According to previous investigations by the present inventors, the degree of contamination of treated water stored in the rain well 1 in the combined sewer system can be substantially evaluated by turbidity, and It has been found that if the turbidity is less than 50 degrees, the degree of contamination is low, and even if it is discharged without being disinfected, it does not substantially contaminate rivers, lakes, seas and the like. The turbidity detection method and the turbidity detection device are not particularly limited, and may be anything as long as it can measure high-concentration turbidity. In the present invention, the surface scattering turbidity detection device 3 as an example is adopted. Has been. The surface scattering turbidity detection device 3 includes a turbidity detection sensor 301 and a turbidity detection device main body 302 installed on the surface of the water to be treated, and the turbidity of the water to be treated in the rain well 1. In particular, the turbidity in the water level 101 (surface layer) and its vicinity is constantly detected by the turbidity detection sensor 301, and the detection result is input to the turbidity detection device main body 302. In the turbidity detecting device main body 302, the magnitude of the input value and the magnitude of the temporal change of the input value are continuously monitored.

水位検知装置2による水位検知から、雨水井1から被処理水が溢流する公算が大となり、また表面散乱式濁度検知装置3による濁度検知から上記被処理水の濁度が50度以上である場合には雨水井1内の被処理水は、汲水ポンプ5によりオゾン処理槽6に移送され、その移送の途上においてpH調整装置4からpH低下剤が添加される。pH低下剤により酸性とされた被処理水は、オゾン処理槽6においてオゾン発生装置7から供給されたオゾンのバブリングにより消毒され、pH再調整装置9から供給される中和剤によりpH再調整(中和)されて、外部に放出される。またオゾン処理槽6から排出される未反応のオゾンは、排オゾン分解塔8に導かれて、活性炭などにより分解し無害化されて大気中に放出される。   From the water level detection by the water level detection device 2, the likelihood that the water to be treated overflows from the rain well 1 is large, and from the turbidity detection by the surface scattering turbidity detection device 3, the turbidity of the above-mentioned water to be treated is 50 degrees or more. In this case, the water to be treated in the rain well 1 is transferred to the ozone treatment tank 6 by the pumping water pump 5, and a pH lowering agent is added from the pH adjusting device 4 in the course of the transfer. The water to be treated that has been made acidic by the pH lowering agent is disinfected by bubbling of ozone supplied from the ozone generator 7 in the ozone treatment tank 6, and readjusted by the neutralizer supplied from the pH readjustment device 9 ( Neutralized) and released to the outside. Further, unreacted ozone discharged from the ozone treatment tank 6 is guided to the exhaust ozone decomposition tower 8, decomposed by activated carbon or the like, rendered harmless, and released into the atmosphere.

オゾン処理槽6に供給されるオゾンとしては、純オゾンであってもよく、あるいは空気や酸素などの酸素含有ガスを無声放電処理して得られるオゾン含有ガスであってもよい。いずれのオゾンを消毒剤として使用する場合でも、被処理水はpH調整装置4から供給されるpH低下剤によりに酸性とされる。酸性とされることにより、オゾンと被処理水中の有機物との反応速度が抑制され、大腸菌の消毒にオゾンが効果的に作用して消毒が効率良く行われる。よって、同一の消毒効果を得るために必要なオゾン量を減少させることができ、オゾン処理槽6、オゾン発生装置7、および排オゾン分解塔8として小容量のものの採用が可能となり、設備コスト、ランニングコストの低減が図れる効果がある。   The ozone supplied to the ozone treatment tank 6 may be pure ozone or an ozone-containing gas obtained by silent discharge treatment of an oxygen-containing gas such as air or oxygen. Even when any ozone is used as the disinfectant, the water to be treated is made acidic by the pH lowering agent supplied from the pH adjusting device 4. By making it acidic, the reaction rate between ozone and organic matter in the water to be treated is suppressed, and ozone effectively acts on disinfection of Escherichia coli, so that disinfection is efficiently performed. Therefore, it is possible to reduce the amount of ozone necessary to obtain the same disinfection effect, and it is possible to adopt a small capacity as the ozone treatment tank 6, the ozone generator 7, and the exhaust ozone decomposition tower 8, and the equipment cost, There is an effect that the running cost can be reduced.

なお上記の酸性の程度は、5以下とすることが好ましいが、過度に酸性化してもその効果は飽和する傾向があるので、pH低下剤の節約上から約3以上とすることが好ましい。下表1は、大腸菌郡数が3×105個/ミリリットルの被処理水を対象として、被処理水のpHとオゾン消費量(mg/リットル)との関係を調査した結果を示すものであって、同表から被処理水のpHを5以下とすることの効果が明らかである。pH低下剤としては、硫酸、硝酸、塩酸、あるいはその他の酸であってよい。前記濁度が50度以上の被処理水をpH3〜5程度とした場合、当該被処理水1リットルあたり50〜80mg程度のオゾン量に注入にて十分に消毒可能である。pH再調整装置9から供給されるpH再調整剤としては、水酸化ナトリウム、水酸化カリウムなどの中和剤であってよい。 The acidity is preferably 5 or less, but the effect tends to be saturated even if it is excessively acidified. Therefore, it is preferably about 3 or more from the viewpoint of saving the pH lowering agent. Table 1 below shows the results of investigating the relationship between the pH of treated water and the amount of ozone consumed (mg / litre) for treated water with an E. coli count of 3 × 10 5 / ml. From the table, the effect of setting the pH of the water to be treated to 5 or less is clear. The pH lowering agent may be sulfuric acid, nitric acid, hydrochloric acid, or other acids. When the water to be treated having a turbidity of 50 degrees or more is set to about pH 3 to 5, it can be sufficiently disinfected by injection at an ozone amount of about 50 to 80 mg per liter of the water to be treated. The pH readjustment agent supplied from the pH readjustment device 9 may be a neutralizing agent such as sodium hydroxide or potassium hydroxide.

Figure 2005238161
Figure 2005238161

実施の形態2.
図2は、本発明の水処理装置における実施の形態2の説明図である。図2において、実施の形態2の水処理装置は、前記実施の形態1の水処理装置とは、実施の形態1において採用されたオゾン処理槽6が省略されて、それに代えて汲水ポンプ5がオゾン処理を兼務していること、オゾン発生装置7から供給されるオゾンは汲水ポンプ5の手前で被処理水に注入されるように管路設計されていること、汲水ポンプ5の下手に気液分離装置10が設けられ、排オゾン分解塔8は気液分離装置10の排気口に連結されたことの諸点において異なり、その他に構成は同じである。よって図2に就いては、前記図1に示された装置と同じ装置には同じ符号を付して説明を省略する。
Embodiment 2. FIG.
FIG. 2 is an explanatory diagram of Embodiment 2 in the water treatment apparatus of the present invention. In FIG. 2, the water treatment apparatus according to the second embodiment is different from the water treatment apparatus according to the first embodiment in that the ozone treatment tank 6 employed in the first embodiment is omitted, and the pumping water pump 5 is used instead. That is also used for ozone treatment, that the ozone supplied from the ozone generator 7 is designed to be injected into the treated water before the pumping water pump 5, The exhaust ozone decomposing tower 8 is connected to the exhaust port of the gas-liquid separator 10, and the configuration is otherwise the same. Accordingly, in FIG. 2, the same devices as those shown in FIG.

汲水ポンプ5内では、被処理水の移送のために同被処理水が必然的に攪拌される。実施の形態2では、この攪拌現象が同被処理水とオゾンとの攪拌に利用されてオゾン消毒が達成されるので、前記実施の形態1において用いられたオゾン処理槽6が不要となり、小型の気液分離装置10の採用で済むので設備コストの低減が可能となる。   In the pumping water pump 5, the treated water is inevitably agitated for transferring the treated water. In the second embodiment, this agitation phenomenon is used for the agitation of the treated water and ozone to achieve ozone disinfection, so that the ozone treatment tank 6 used in the first embodiment is not necessary, and a small size is achieved. Since the use of the gas-liquid separator 10 is sufficient, the equipment cost can be reduced.

以上、本発明を実施の形態1および実施の形態2により詳細に説明したが、本発明は、それらの実施の形態に制限されるものではなく、本発明の課題並びにその解決手段の基本に沿った各種の変形形態をも包含する。例えば実施の形態1および実施の形態2においてはオゾンによる消毒が採用されたが、本発明における消毒装置としては次亜塩素酸、次亜臭素酸、次亜沃素酸などの次亜ハロゲン酸またはその塩を消毒剤として用いたものであってもよい。またオゾンと次亜ハロゲン酸またはその塩とを併用してもよい。なお次亜ハロゲン酸またはその塩を消毒剤として用いた場合でも、被処理水は前記したpH調整剤により事前にpH5以下に調整されることが、被処理水を効果的に消毒する上から好ましい。   The present invention has been described in detail with reference to the first and second embodiments. However, the present invention is not limited to these embodiments, and is based on the problems of the present invention and the basics of the means for solving the problems. Various modifications are also included. For example, in Embodiment 1 and Embodiment 2, disinfection with ozone is adopted, but as the disinfection device in the present invention, hypohalous acid such as hypochlorous acid, hypobromous acid, hypoiodous acid or the like. A salt may be used as a disinfectant. Further, ozone and hypohalous acid or a salt thereof may be used in combination. Even when hypohalous acid or a salt thereof is used as a disinfectant, the water to be treated is preferably adjusted to a pH of 5 or less in advance by the above pH adjuster from the viewpoint of effectively disinfecting the water to be treated. .

国民の生活レベルの向上に基づいて雨水井に流入する生活排水などの被処理水の増大、並びにそれによる雨水井からの溢流の可能性の増大の趨勢下にある近時において、本発明は被処理水の溢流を事前に検知し、必要な消毒をしかも効果的の達成可能であるので、自然環境の保護が益々重視される今後において極めて重要となる。 In recent times, the present invention is under the trend of increasing the amount of treated water such as domestic wastewater flowing into rainwater wells due to the improvement of people's living standards, and thereby increasing the possibility of overflow from rainwater wells. Since it is possible to detect the overflow of the water to be treated in advance, perform the necessary disinfection, and achieve it effectively, it will become extremely important in the future when protection of the natural environment is more important.

本発明の水処理装置における実施の形態1の説明図である。It is explanatory drawing of Embodiment 1 in the water treatment apparatus of this invention. 本発明の水処理装置における実施の形態2の説明図である。It is explanatory drawing of Embodiment 2 in the water treatment apparatus of this invention.

符号の説明Explanation of symbols

1 雨水井、2 水位検知装置、201 水位センサ、202 水位検知装置本体、
3 表面散乱式濁度検知装置、301 濁度検知センサ、302 濁度検知装置本体、
4 pH調整装置、5 汲水ポンプ、6 オゾン処理槽、7 オゾン発生装置、
8 排オゾン分解塔、9 pH再調整装置、10 気液分離装置。
1 rain well, 2 water level detection device, 201 water level sensor, 202 water level detection device body,
3 surface scattering turbidity detection device, 301 turbidity detection sensor, 302 turbidity detection device main body,
4 pH adjusting device, 5 pumping water pump, 6 ozone treatment tank, 7 ozone generator,
8 Waste ozone decomposition tower, 9 pH readjustment device, 10 Gas-liquid separation device.

Claims (5)

被処理水収容装置に収容された被処理水の溢流の有無または溢流の可能性を検知する溢流検知装置、上記被処理水収容装置からの溢流水または溢流の可能性のある溢流可能性水の濁度を検知する濁度検知装置、上記溢流水または上記溢流可能性水のpHを調整するpH調整装置、pH調整された上記溢流水または上記溢流可能性水を消毒する消毒装置を備えたことを特徴とする水処理装置。   Overflow detection device that detects the presence or absence of overflow of treated water stored in the treated water storage device, overflow from the treated water storage device, or overflow that may overflow Turbidity detection device for detecting turbidity of spillable water, pH adjusting device for adjusting pH of overflow water or spillable water, sterilizing pH-adjusted overflow water or spillable water A water treatment device comprising a disinfecting device. 上記消毒装置として、上記被処理水収容装置からの溢流水または上記溢流可能性水を上記被処理水収容装置から外部に移送する移送ポンプが用いられることを特徴とする請求項1記載の水処理装置。   2. The water according to claim 1, wherein the disinfection device is a transfer pump for transferring the overflow water from the treated water storage device or the overflowable water from the treated water storage device to the outside. Processing equipment. 上記消毒装置は、オゾンおよび/または次亜ハロゲン酸またはその塩を消毒剤として用いるものであることを特徴とする請求項1または請求項2記載の水処理装置。   3. The water treatment apparatus according to claim 1, wherein the disinfecting apparatus uses ozone and / or hypohalous acid or a salt thereof as a disinfectant. 被処理水収容装置に収容された被処理水の溢流の有無または溢流の可能性を検知する第一工程、上記被処理水収容装置からの溢流水または溢流の可能性のある溢流可能性水の濁度を検知する第二工程、上記第二工程で検知された上記溢流水または上記溢流可能性水の濁度が濁度管理限界値を越えた場合に上記溢流水または上記溢流可能性水のpHを5以下に調整する第三工程、および上記第三工程でpH調整された上記溢流水または上記溢流可能性水を消毒する第四工程を備えたことを特徴とする水処理方法。   First step of detecting whether or not overflow of treated water stored in the treated water storage device is detected or the possibility of overflow, overflow from the treated water storage device or overflow with potential overflow The second step of detecting the turbidity of the potential water, the overflow water or the above when the turbidity of the overflow water or the overflow potential water detected in the second step exceeds the turbidity control limit value A third step of adjusting the pH of the overflowable water to 5 or less, and a fourth step of disinfecting the overflow water or the overflowable water adjusted in the third step. Water treatment method. 上記第四工程において、オゾンおよび/または次亜ハロゲン酸またはその塩を消毒剤として用いることを特徴とする請求項4記載の水処理方法。   5. The water treatment method according to claim 4, wherein ozone and / or hypohalous acid or a salt thereof is used as a disinfectant in the fourth step.
JP2004054230A 2004-02-27 2004-02-27 Water treatment apparatus and water treatment method Pending JP2005238161A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008126110A (en) * 2006-11-17 2008-06-05 Hitachi Ltd Process controller of water treatment facility
JP2014148857A (en) * 2013-02-01 2014-08-21 Chugoku Electric Power Co Inc:The Daily life water management method
WO2021166628A1 (en) * 2020-02-18 2021-08-26 パナソニックIpマネジメント株式会社 Chemical agent dissolution device, water treatment system, and solid chemical agent cartridge

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008126110A (en) * 2006-11-17 2008-06-05 Hitachi Ltd Process controller of water treatment facility
JP4711937B2 (en) * 2006-11-17 2011-06-29 株式会社日立製作所 Process control equipment for water treatment facilities
JP2014148857A (en) * 2013-02-01 2014-08-21 Chugoku Electric Power Co Inc:The Daily life water management method
WO2021166628A1 (en) * 2020-02-18 2021-08-26 パナソニックIpマネジメント株式会社 Chemical agent dissolution device, water treatment system, and solid chemical agent cartridge

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