JPH07185576A - Method for sterilizing sewage disposal water - Google Patents

Method for sterilizing sewage disposal water

Info

Publication number
JPH07185576A
JPH07185576A JP5330888A JP33088893A JPH07185576A JP H07185576 A JPH07185576 A JP H07185576A JP 5330888 A JP5330888 A JP 5330888A JP 33088893 A JP33088893 A JP 33088893A JP H07185576 A JPH07185576 A JP H07185576A
Authority
JP
Japan
Prior art keywords
ozone
sterilization
water
treatment
treated water
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP5330888A
Other languages
Japanese (ja)
Inventor
Nobuyoshi Umiga
信好 海賀
Koji Kanamaru
公二 金丸
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Toshiba Corp
Original Assignee
Toshiba Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Toshiba Corp filed Critical Toshiba Corp
Priority to JP5330888A priority Critical patent/JPH07185576A/en
Publication of JPH07185576A publication Critical patent/JPH07185576A/en
Pending legal-status Critical Current

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  • Separation Of Suspended Particles By Flocculating Agents (AREA)
  • Physical Water Treatments (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)

Abstract

PURPOSE:To decolor sewage disposal water and to exhance sterilization effect by preventing ultraviolet rays(UV) from being absorbed in colored substance when the UV irradiates by applying ozone treatment to sewage disposal water at a stage before UV irradiation is applied in equipment in the case the sterilization of the sewage disposal water before discharge is performed by the irradiation of the UV. CONSTITUTION:After sludge 3 is sedimented in a sedimentation basin 2, the supernatant liquid of activated sludge 1 is sent to a UV sterilization tank 4, and it is sterilized by applying the UV irradiation by a UV lamp 5. Displosal water is discharged to a river, etc., as discharge water 6. In such a case, an ozone reaction tank 7 is installed at the front stage of the UV sterilization tank 4. The ozone reaction tank 7 performs the ozone treatment of the disposal water by discharging ozonized air generated by an ozone generator 7A to the disposal water by a duffuser pipe 7B and an unreacting ozone is discharged to the air after being decomposed by an exhaust ozone decomposing tower 7C. The following UV sterilization can be effectively performed by performing the decoloring by the ozone treatment in such way.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は下水処理施設などで利用
される下水処理水の殺菌方法に関し、特に紫外線(U
V)照射装置によって放流前の下水処理水の殺菌を行な
う方法の改良に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for sterilizing sewage treatment water used in sewage treatment facilities and the like.
V) Improvement of the method of sterilizing sewage treatment water before discharge by an irradiation device.

【0002】[0002]

【従来の技術】各家庭等から出るBOD(生物化学的酸
素要求量),COD(化学的酸素要求量)の高い汚濁成
分の多い排水である下水は、下水道を通して1ケ所に集
められ、沈殿、活性汚泥、沈殿を行った後、上澄水に消
毒剤を混和して河川あるいは海域へ放流される。
2. Description of the Related Art Sewage, which is a wastewater containing a large amount of pollutants with high BOD (biochemical oxygen demand) and COD (chemical oxygen demand), is collected from one home through a sewer and is deposited, After activated sludge and sedimentation, the supernatant water is mixed with a disinfectant and discharged into a river or sea area.

【0003】消毒剤としては塩素が使用されているが、
塩素の過剰使用のため、残留塩素が一般水域へ放流され
て自然の生態系を乱すという問題が生じている。例え
ば、河川では魚などの餌になる水性植物、苔などに害を
与えたり、直接魚や稚魚などに毒性を与える。また、海
では塩素の直接作用だけでなく、下水放流水の未処理の
まま放出されるアンモニア(NH4 )と塩素(Cl2
とが反応したモノクロラミンが海苔に対して強い毒性を
示していることが解明されており、物理化学的なUV殺
菌法が注目されてきた。
Chlorine is used as a disinfectant,
Due to the excessive use of chlorine, residual chlorine is released into general waters, which disturbs the natural ecosystem. For example, in rivers, it damages aquatic plants that feed on fish such as moss, and directly poisons fish and fry. In addition to direct action of chlorine in the sea, ammonia (NH 4 ) and chlorine (Cl 2 ) released as untreated sewage discharge water
It has been clarified that monochloramine reacted with and has a strong toxicity to seaweed, and a physicochemical UV sterilization method has been attracting attention.

【0004】UV殺菌法は海外での実例、日本での実証
テスト例など多く知られているが、いくつかの問題が残
っている。特に日本の場合、1日の処理量の時間的負荷
変動が大きく、着色成分や濁質成分の安定的な除去がで
きていない点がある。
The UV sterilization method is well known in many cases such as actual cases overseas and demonstration tests in Japan, but some problems remain. In particular, in Japan, there is a large variation in the amount of treatment per day with time, and it is not possible to stably remove colored components and suspended components.

【0005】UV殺菌法は水銀ランプを用いた波長25
4nmの光を利用するものである。この短波長の光はラ
ンプのガラス(特に短波長の光を通す石英ガラス)を出
た後直接細菌に当たれば効果的に殺菌することができる
のであるが、ランプからの光の強さは指数対数的に減少
するため、ランプから離れたところにあるものは殺菌さ
れない。また、処理水は純水とは異なり短波長の光を吸
収する性質があり、殺菌に効果的な波長254nmの光
は処理水の着色成分に吸収されてしまう。
The UV sterilization method uses a mercury lamp at a wavelength of 25.
It utilizes light of 4 nm. This short-wavelength light can be effectively sterilized by directly hitting bacteria after exiting the glass of the lamp (especially quartz glass that transmits short-wavelength light), but the intensity of the light from the lamp is an index. Those that are far from the lamp are not sterilized because they are logarithmically reduced. In addition, unlike pure water, treated water has a property of absorbing light having a short wavelength, and light having a wavelength of 254 nm, which is effective for sterilization, is absorbed by the coloring component of the treated water.

【0006】さらに下水二次処理水は沈殿池の上澄みが
放流されるため、活性汚泥の沈殿しなかったものが流出
したり、あるいは局所的に嫌気性となって汚泥が浮上
し、流出することがある。この場合、汚泥の濁質につい
た細菌は塩素消毒では殺菌されるが、UV殺菌では短波
長の光が当たらないので殺菌されず、そのまま放流され
てしまう。また、これらの濁質がUVランプ表面に付着
すると、放流水に対するUV照射効果はまったくなくな
りり、定期的なランプの清掃が必要となる。
Further, since the supernatant of the settling basin is discharged as secondary treated water, activated sludge that has not settled out flows out, or it becomes locally anaerobic and the sludge floats up and flows out. There is. In this case, bacteria attached to the suspended matter of the sludge are sterilized by chlorine sterilization, but are not sterilized by UV sterilization because they are not irradiated with light having a short wavelength, and are discharged as they are. Further, if these turbid substances adhere to the surface of the UV lamp, the UV irradiation effect on the discharged water is completely lost, and periodic cleaning of the lamp is required.

【0007】図6に従来の下水処理水のUV殺菌方法の
一例を示す。この図において、活性汚泥1は沈殿池2で
汚泥3を沈降させた後、上澄水がUV殺菌槽4へ送られ
る。UV殺菌槽4ではUVランプ5でUVを照射するこ
とによって殺菌が行われる。殺菌処理した処理水は放流
水6として河川などに放流される。このように構成され
ているので、UVランプ5の近くを無色透明な処理水が
通過すれば十分殺菌されるが、処理水が着色している場
合には、波長254nmk光は細菌に当たらず殺菌でき
ない。また、UVランプ5の表面が汚れている場合も殺
菌の効果がなく、処理水は殺菌されないまま連続的に放
水されてしまう。
FIG. 6 shows an example of a conventional UV sterilization method for treated sewage water. In this figure, after the activated sludge 1 has settled the sludge 3 in the settling tank 2, the supernatant water is sent to the UV sterilization tank 4. In the UV sterilization tank 4, sterilization is performed by irradiating UV with a UV lamp 5. The treated water that has been sterilized is discharged as river 6 into a river or the like. With this configuration, if the colorless and transparent treated water passes near the UV lamp 5, it is sufficiently sterilized, but if the treated water is colored, the 254 nm wavelength light does not hit the bacteria and is sterilized. Can not. Further, even if the surface of the UV lamp 5 is dirty, there is no sterilizing effect, and the treated water is continuously discharged without being sterilized.

【0008】[0008]

【発明が解決しようとする課題】本発明は上記状況に対
処してなされたもので、放流前の下水処理水をUV照射
により殺菌する方法において、UV照射を効果的に行な
って殺菌効果を上げ、もって下水処理水による環境汚染
問題を解消することを目的とするものである。
SUMMARY OF THE INVENTION The present invention has been made in view of the above situation, and in a method of sterilizing treated sewage water before discharge by UV irradiation, UV irradiation is effectively performed to enhance the sterilization effect. Therefore, the purpose is to solve the problem of environmental pollution caused by treated sewage.

【0009】[0009]

【課題を解決するための手段】すなわち本発明は、放流
前の下水処理水をUV照射処理することによって殺菌処
理する下水処理水の殺菌方法において、UV照射前の段
階で下水処理水をオゾン処理することを特徴とする。ま
たさらに、上記下水処理水の殺菌方法において、UV線
照射前の段階で下水処理水をオゾン処理するとともに、
オゾン処理後の下水処理水を貯留させて濁質分を浮上分
離除去することを特徴とする。なお、後者の方法におい
ては、凝集剤をオゾン処理の直前に注入することによっ
て、さらに殺菌効果を向上させることができる。
Means for Solving the Problems That is, the present invention provides a method for sterilizing sewage treated water by subjecting the sewage treated water before discharge to UV irradiation treatment, in which ozone is applied to the sewage treated water before UV irradiation. It is characterized by doing. Furthermore, in the above-mentioned sterilization method of sewage treatment water, while sewage treatment water is ozone-treated at the stage before UV irradiation,
It is characterized in that sewage-treated water after ozone treatment is stored and suspended matter is separated by floating. In the latter method, the bactericidal effect can be further improved by injecting the coagulant just before the ozone treatment.

【0010】[0010]

【作用】本発明の下水処理水の殺菌方法では、いずれも
下水処理水をUV照射前にオゾン処理するので、下水処
理水中の着色物質はオゾンの作用により脱色され、UV
照射した時にUVが着色物質に吸収されずに効果的に殺
菌効果を奏する。また、オゾン処理とともに濁質分を浮
上分離除去することにより、一層UV殺菌効果を上げる
ことができる。
In the method for sterilizing sewage-treated water of the present invention, the sewage-treated water is treated with ozone before being irradiated with UV.
When irradiated, UV rays are not absorbed by the coloring substance and effectively exhibit a bactericidal effect. In addition, the UV sterilization effect can be further enhanced by removing the suspended matter by floatation separation along with the ozone treatment.

【0011】[0011]

【実施例】本発明の実施例を図面を参照して説明する。 (実施例1)図1は本発明の殺菌方法の一例を示す構成
図である。図6に示した従来の殺菌方法に対して、この
実施例の方法ではUV殺菌槽4の前段にオゾン反応槽7
が設けられている。オゾン反応槽7にはオゾン発生器7
Aにより発生させたオゾン化空気が導入され、オゾン化
空気は散気管7Bより処理水中に放出される。ここで処
理水のオゾン処理が行われた後、未反応のオゾンは排オ
ゾン分解塔7Cで分解され、大気中へ放出される。
Embodiments of the present invention will be described with reference to the drawings. (Embodiment 1) FIG. 1 is a constitutional view showing an example of the sterilization method of the present invention. In contrast to the conventional sterilization method shown in FIG. 6, in the method of this embodiment, the ozone reaction tank 7 is provided before the UV sterilization tank 4.
Is provided. The ozone reactor 7 has an ozone generator 7
The ozonized air generated by A is introduced, and the ozonized air is discharged into the treated water through the air diffuser 7B. Here, after the ozone treatment of the treated water is performed, unreacted ozone is decomposed in the exhaust ozone decomposing tower 7C and released into the atmosphere.

【0012】図4および図5は本発明の効果を説明する
図である。まず、図4はオゾン処理による紫外線吸収ス
ペクトルの変化を示すもので、オゾンを注入しなかった
下水処理水およびオゾンを8mg/リットル注入した下
水処理水の両者について短波長254nmの光の吸光度
を調べたものである。この図で明らかなように、オゾン
処理によって脱色したほうが光の透過性が向上すること
がわかる。また、図5はオゾン単独処理による殺菌効果
と脱色効果の関連を調べたもので、いずれの効果もオゾ
ン注入率の増加と共に向上しているものの、オゾン処理
では殺菌よりも脱色のほうが先に起こることを示してい
る。
4 and 5 are diagrams for explaining the effect of the present invention. First, FIG. 4 shows changes in the ultraviolet absorption spectrum due to ozone treatment. The absorbance of light with a short wavelength of 254 nm was examined for both the sewage-treated water in which ozone was not injected and the sewage-treated water in which ozone was injected at 8 mg / liter. It is a thing. As is clear from this figure, it is understood that the decolorization by ozone treatment improves the light transmittance. In addition, FIG. 5 shows the relationship between the bactericidal effect and the decolorizing effect of the ozone treatment alone. Both effects are improved with the increase of the ozone injection rate, but in the ozone treatment, decolorization occurs before sterilization. It is shown that.

【0013】これらの図からわかるように、オゾン処理
のみでも下水処理水の脱色殺菌は行えるが、オゾン反応
効率の高い反応初期に脱色を行い、次にUV殺菌を行っ
たほうが効果的である。したがって本発明のようにオゾ
ン処理、次にUV殺菌処理の順序で行うほうが、これら
の処理を同時に行うよりも効果がある。また、オゾン処
理のみで行うと、多くのオゾンが必要になり反応槽も大
きくしなければならない。これはオゾンの反応は気液の
界面にて着色物質を酸化脱色し、次に液体内に溶存して
細菌に作用するからである。これに対して本発明では、
処理水を小さなオゾン反応槽で効率よく脱色を行った後
UV殺菌槽に導入するので、溶存オゾンを存在させる必
要がなく、簡単に処理が行える。
As can be seen from these figures, the sewage-treated water can be decolorized and sterilized only by the ozone treatment. However, it is more effective to decolorize the sewage-treated water at the early stage of the reaction having a high ozone reaction efficiency and then perform the UV sterilization. Therefore, performing ozone treatment and then UV sterilization treatment in this order as in the present invention is more effective than performing these treatments simultaneously. Further, if only ozone treatment is carried out, a large amount of ozone is required and the reaction tank must be enlarged. This is because the ozone reaction oxidizes and decolorizes the coloring substance at the gas-liquid interface, and then dissolves in the liquid to act on bacteria. On the other hand, in the present invention,
Since the treated water is efficiently decolorized in a small ozone reaction tank and then introduced into the UV sterilization tank, it is not necessary to have dissolved ozone present, and the treatment can be easily performed.

【0014】(実施例2)図2に本実施例の構成図を示
す。この実施例ではオゾン反応槽7の後段に滞留槽8を
設け、この滞留槽8に濁質成分8Aを除去するための水
路9を設けている。それ以外は実施例1と同じである。
(Embodiment 2) FIG. 2 shows a block diagram of this embodiment. In this embodiment, a retention tank 8 is provided downstream of the ozone reaction tank 7, and a water channel 9 for removing the suspended matter component 8A is provided in the retention tank 8. Other than that is the same as that of the first embodiment.

【0015】本実施例ではオゾン処理によって生ずる気
液接触、泡沫分離の現象を積極的に利用している。下水
二次処理水にオゾンを細かい気泡で注入してオゾン処理
した後、滞留槽8に導入すると、処理水に混入した汚泥
などの濁質成分とオゾン注入による細かい気泡が一緒に
なって浮上し、濁質成分8Aを自動的に分離することが
できる。この濁質成分8Aは排水路9から排出する。オ
ゾン処理した処理水は滞留槽8の下部から引き出し、U
V殺菌槽4で殺菌処理する。本実施例では下水二次処理
水を着色物質と濁質物質が除去された状態でUV殺菌す
るので、さらに殺菌効果が向上する。
In this embodiment, the phenomena of gas-liquid contact and foam separation caused by ozone treatment are positively utilized. When ozone is injected into the sewage secondary treated water with fine bubbles to perform ozone treatment, and then introduced into the retention tank 8, suspended particles such as sludge mixed in the treated water and fine bubbles due to ozone injection float together. The turbid component 8A can be automatically separated. This suspended matter component 8A is discharged from the drainage channel 9. The treated water subjected to the ozone treatment is drawn out from the lower part of the retention tank 8 and
Sterilization is performed in the V sterilization tank 4. In the present embodiment, the sewage secondary treated water is subjected to UV sterilization in a state where the coloring substances and the suspended substances are removed, so that the sterilization effect is further improved.

【0016】(実施例3)図3に本実施例の構成図を示
す。本実施例は図2で示した実施例2の方法に比べてさ
らに濁質物質を完全に除去してUV殺菌効果を向上させ
たものである。すなわち、図3に示すように、オゾン反
応槽7の前段で凝集剤10を一定量注入する。凝集剤と
しては、例えばポリ塩化アルミニウム、高分子凝集剤な
どが用いられる。このように凝集剤を注入してから下水
二次処理水をオゾン反応槽7に送ると、オゾン反応槽7
で水の流れおよびオゾン注入による急速な攪拌が行わ
れ、オゾン処理後浮上分離しやすいスカムを生成する。
また、本実施例ではオゾンの放出は前記の二つの実施例
と異なって水中エアレータ11を用い直接水を攪拌する
方法が採られている。
(Embodiment 3) FIG. 3 shows a block diagram of this embodiment. In this example, compared with the method of Example 2 shown in FIG. 2, the suspended matter was further completely removed to improve the UV sterilization effect. That is, as shown in FIG. 3, a fixed amount of the coagulant 10 is injected before the ozone reaction tank 7. As the coagulant, for example, polyaluminum chloride, a polymer coagulant or the like is used. When the sewage secondary treated water is sent to the ozone reaction tank 7 after the coagulant is injected in this way, the ozone reaction tank 7
At that time, rapid agitation is performed by the flow of water and ozone injection, and scum that easily floats and separates after ozone treatment is generated.
Further, in this embodiment, unlike the above-described two embodiments, ozone is released by a method of directly stirring water using the underwater aerator 11.

【0017】本実施例のように凝集剤を用いれば、オゾ
ン脱色のみでなく高分子の着色物質も凝集により減少す
るので、UV殺菌にとってさらに有効である。
If a coagulant is used as in this example, not only ozone decolorization but also a polymeric coloring material is reduced by coagulation, which is more effective for UV sterilization.

【0018】なお浮上分離槽としては単なる滞留槽を用
いるだけでなく、積極的に槽の底部に微細な気泡を注入
するか、あるいは空気を加圧溶解した水を均一に混合し
て細かい気泡とする加圧浮上を組み合わせることによ
り、さらに効果を上げることができる。
As the floating separation tank, not only a simple retention tank is used, but fine bubbles are positively injected into the bottom of the tank, or water obtained by pressurizing and dissolving air is uniformly mixed to form fine bubbles. The effect can be further enhanced by combining the pressure levitation.

【0019】次に本発明の殺菌法と従来のUV殺菌法と
の殺菌効果の比較を実験室的規模で行った実験により示
す。 (1)従来のUV殺菌処理…長さ37cm、内径5.7
cmのガラス管内に15Wの殺菌灯をシリコン栓にて取
り付け、試験処理水を約400l/minの流量で流し
た。
Next, a comparison of the sterilization effect between the sterilization method of the present invention and the conventional UV sterilization method will be shown by experiments conducted on a laboratory scale. (1) Conventional UV sterilization treatment ... Length 37 cm, inner diameter 5.7
A 15 W germicidal lamp was attached to the glass tube of cm with a silicon stopper, and test treated water was flowed at a flow rate of about 400 l / min.

【0020】(2)本発明の殺菌法(オゾン処理とUV
殺菌処理)…オゾン酸化ビン(一定量の気液を混合し手
で振とうして反応を行える)内で試験処理水とオゾン化
空気を10分間接触させ(オゾン注入率は5mg/
l)、処理後一部を抜き取って上記(1)と同様にUV
殺菌処理を行った。
(2) Sterilization method of the present invention (ozone treatment and UV
Sterilization treatment ... Test treatment water and ozonized air are contacted for 10 minutes in an ozone oxidation bottle (a certain amount of gas-liquid can be mixed and shaken by hand to react) (Ozone injection rate is 5 mg /
l), after processing, remove a part of it and UV as in (1) above.
Sterilized.

【0021】(3)本発明の殺菌法(オゾン処理、浮上
分離処理およびUV殺菌処理)…オゾン処理は内径20
cm、高さ2mの反応槽を用い、上部から二次処理水を
導き、底部から散気管を通してオゾン化空気を注入し
た。オゾン注入率は5mg/lとした。オゾン処理水を
槽下部から連続的に取り出し、その一部をUV殺菌処理
した。
(3) Sterilization method of the present invention (ozone treatment, flotation treatment and UV sterilization treatment) ...
Using a reaction tank having a height of 2 cm and a height of 2 m, the secondary treated water was introduced from the top, and ozonized air was injected from the bottom through the diffuser tube. The ozone injection rate was 5 mg / l. Ozone-treated water was continuously taken out from the lower part of the tank, and a part thereof was subjected to UV sterilization treatment.

【0022】(4)本発明の殺菌法(凝集剤添加、オゾ
ン処理、浮上分離処理およびUV殺菌処理)…オゾン反
応槽へ導入する前の二次処理水にポリ塩化アルミニウム
30ppm、高分子凝集剤1ppmを添加して、前記
(3)と同じ条件でオゾン処理を行った後、オゾン処理
水を15分間静置し、透明な中間層を採ってUV殺菌処
理した。
(4) Sterilization method of the present invention (addition of coagulant, ozone treatment, flotation treatment and UV sterilization treatment) ... Polyaluminum chloride 30 ppm, polymer coagulant in secondary treated water before introduction into ozone reaction tank After adding 1 ppm and performing ozone treatment on the same conditions as the above-mentioned (3), ozone treated water was left still for 15 minutes, a transparent intermediate layer was taken, and UV sterilization treatment was carried out.

【0023】以上の各実験における、実験前の試験水、
オゾン処理を含む前処理後の試験水、およびUV殺菌処
理後の試験水、のそれぞれについて大腸菌群数を調べ
た。結果を以下の表に示す。
Test water before the experiment in each of the above experiments,
The number of coliform bacteria was examined for each of the test water after pretreatment including ozone treatment and the test water after UV sterilization treatment. The results are shown in the table below.

【0024】[0024]

【表1】 [Table 1]

【0025】上記表から明らかなように、UV処理の前
段でオゾン処理を行うことでUV殺菌がより効果的にな
る。また、その場合、オゾン処理後に濁質を除くことに
よりさらに効果が上がり、その際凝集剤を添加すること
によってさらに効果を高めることができる。
As is clear from the above table, UV sterilization becomes more effective by performing ozone treatment before the UV treatment. Further, in that case, the effect can be further enhanced by removing the suspended matter after the ozone treatment, and the effect can be further enhanced by adding a coagulant at that time.

【0026】[0026]

【発明の効果】以上説明したように、本発明によれば従
来の下水処理水のUV殺菌法を改良してUVによる殺菌
を効果的に行うことができるので、環境汚染のおそれの
ないかつ衛生的な下水処理水を放水することが可能とな
る。
As described above, according to the present invention, the conventional UV sterilization method of sewage treatment water can be improved to effectively sterilize by UV, so that there is no fear of environmental pollution and hygiene. It is possible to discharge the treated sewage treated water.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の実施例を示す構成図。FIG. 1 is a configuration diagram showing an embodiment of the present invention.

【図2】本発明の他の実施例を示す構成図。FIG. 2 is a configuration diagram showing another embodiment of the present invention.

【図3】本発明の他の実施例を示す構成図。FIG. 3 is a configuration diagram showing another embodiment of the present invention.

【図4】オゾン処理による紫外線吸収スペクトルの変化
を示す図。
FIG. 4 is a diagram showing a change in an ultraviolet absorption spectrum by ozone treatment.

【図5】オゾン単独処理による殺菌効果と脱色効果の関
係を示す図。
FIG. 5 is a diagram showing a relationship between a bactericidal effect and a decolorizing effect by ozone alone treatment.

【図6】従来のUV殺菌方法を示す図。FIG. 6 is a diagram showing a conventional UV sterilization method.

【符号の説明】[Explanation of symbols]

1…活性汚泥、2…沈殿池、3…汚泥、4…UV殺菌
槽、5…UVランプ、6…放流水、7…オゾン反応槽、
7A…オゾン発生器、8…滞留槽、8A…浮上濁質成
分、9…排水路、10…凝集剤、11…水中エアレー
タ。
1 ... Activated sludge, 2 ... Sedimentation tank, 3 ... Sludge, 4 ... UV sterilization tank, 5 ... UV lamp, 6 ... Discharge water, 7 ... Ozone reaction tank,
7A ... Ozone generator, 8 ... Retention tank, 8A ... Floating suspended matter component, 9 ... Drainage channel, 10 ... Flocculant, 11 ... Underwater aerator.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 C02F 9/00 R 503 C 504 B ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI technical display location C02F 9/00 R 503 C 504 B

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 放流前の下水処理水を紫外線照射処理す
ることによって殺菌処理する下水処理水の殺菌方法にお
いて、紫外線照射前の段階で下水処理水をオゾン処理す
ることを特徴とする下水処理水の殺菌方法。
1. A method of sterilizing sewage treated water by subjecting the sewage treated water before discharge to ultraviolet irradiation treatment, wherein the sewage treated water is ozone-treated at a stage before ultraviolet irradiation. Sterilization method.
【請求項2】 放流前の下水処理水を紫外線照射処理す
ることによって殺菌処理する下水処理水の殺菌方法にお
いて、紫外線照射前の段階で下水処理水をオゾン処理
し、オゾン処理後の下水処理水を貯留させて濁質分を浮
上分離除去することを特徴とする下水処理水の殺菌方
法。
2. A method for sterilizing sewage treated water by subjecting the sewage treated water before discharge to ultraviolet irradiation treatment, wherein the sewage treated water is ozone-treated at a stage before ultraviolet irradiation, and the sewage treated water after ozone treatment is treated. A method for sterilizing sewage-treated water, characterized in that the suspended solids are stored and the suspended matter is floated and removed.
【請求項3】 オゾン処理の直前に下水処理水に凝集剤
を添加する請求項2記載の下水処理水の殺菌方法。
3. The method for sterilizing sewage treated water according to claim 2, wherein a coagulant is added to the sewage treated water immediately before the ozone treatment.
JP5330888A 1993-12-27 1993-12-27 Method for sterilizing sewage disposal water Pending JPH07185576A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5330888A JPH07185576A (en) 1993-12-27 1993-12-27 Method for sterilizing sewage disposal water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5330888A JPH07185576A (en) 1993-12-27 1993-12-27 Method for sterilizing sewage disposal water

Publications (1)

Publication Number Publication Date
JPH07185576A true JPH07185576A (en) 1995-07-25

Family

ID=18237633

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5330888A Pending JPH07185576A (en) 1993-12-27 1993-12-27 Method for sterilizing sewage disposal water

Country Status (1)

Country Link
JP (1) JPH07185576A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000202471A (en) * 1999-01-11 2000-07-25 Ebara Corp Treatment of sewage containing endocrine disrupter or carcinogenic substance and its apparatus
JP2000237772A (en) * 1999-02-24 2000-09-05 Nippon Steel Corp Advanced treatment of water
KR20020034003A (en) * 2000-11-01 2002-05-08 황부연 Water purifier system
CN113651458A (en) * 2021-09-07 2021-11-16 广东驰佑生物科技有限公司 Ozone disinfection water treatment method and equipment

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000202471A (en) * 1999-01-11 2000-07-25 Ebara Corp Treatment of sewage containing endocrine disrupter or carcinogenic substance and its apparatus
JP2000237772A (en) * 1999-02-24 2000-09-05 Nippon Steel Corp Advanced treatment of water
KR20020034003A (en) * 2000-11-01 2002-05-08 황부연 Water purifier system
CN113651458A (en) * 2021-09-07 2021-11-16 广东驰佑生物科技有限公司 Ozone disinfection water treatment method and equipment

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