JPH11319845A - Method and apparatus for deodorization for waste water treatment - Google Patents

Method and apparatus for deodorization for waste water treatment

Info

Publication number
JPH11319845A
JPH11319845A JP10139028A JP13902898A JPH11319845A JP H11319845 A JPH11319845 A JP H11319845A JP 10139028 A JP10139028 A JP 10139028A JP 13902898 A JP13902898 A JP 13902898A JP H11319845 A JPH11319845 A JP H11319845A
Authority
JP
Japan
Prior art keywords
tank
sewage
alkaline earth
performance ceramic
ceramic ball
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.)
Granted
Application number
JP10139028A
Other languages
Japanese (ja)
Other versions
JP2971444B1 (en
Inventor
Yosomatsu Aoyanagi
▼与▲惣松 青▼柳▲
Tsugikatsu Odajima
次勝 小田嶋
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.)
REEBEN KK
Leben Inc
Original Assignee
REEBEN KK
Leben Inc
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 REEBEN KK, Leben Inc filed Critical REEBEN KK
Priority to JP10139028A priority Critical patent/JP2971444B1/en
Application granted granted Critical
Publication of JP2971444B1 publication Critical patent/JP2971444B1/en
Publication of JPH11319845A publication Critical patent/JPH11319845A/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Abstract

PROBLEM TO BE SOLVED: To provide more powerful deodorization and sterilization using a catalytic function of a high-functional ceramics utilizing the apparatus which constantly carries out deodorization of waste water, with easiness in handling such as maintenance, and with less operational parts for such as a stirring operation. SOLUTION: In the sterilization and deodorization process for waste water treatment wherein at first the waste water is supplied in the inflow portion, subsequently passed through either of an anaerobic filtration bed tank 23a, 23b, 23c, a circulating separation tank, a precipitation separation tank, a oxidation ditch tank and finally through a disinfecting tank 32, and a framework of silica (SiO2 ) and alumina (Al2 O3 ) with 12% or more of the total content of alkali metals or alkaline earth metals is used, wherein the alkali metals or alkaline earth metals consist of the highly functional ceramic balls which are supported in the clearances in the framework. By injecting ordinary water, in an amount of 9% or more of the incoming waste water, and chlorine allowing them to contact the highly functional ceramic balls thereby raising the pH up to 6.4 or higher providing a water solution which has an oxidizing activity and this water solution is injected at least into the inflow part 2.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、汚水、特に農業集
落排水、漁業集落排水、や公共下水に対して、高機能性
セラミックの触媒作用を用いて、脱臭、減菌する汚水処
理用脱臭方法および装置の技術分野に属する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a deodorizing method for sewage treatment, which deodorizes and sterilizes sewage, in particular, agricultural settlement drainage, fishery settlement drainage, and public sewage by using the catalytic action of a high-performance ceramic. And the technical field of equipment.

【0002】[0002]

【従来の技術】都市下水、農業排水、漁業排水は強い悪
臭をともない、その処理はやっかいなものであった。従
来、この処理のために、悪臭のガスを水洗したり薬液洗
浄する洗浄法や、活性炭に吸着させたりイオン交換樹脂
に吸着させる吸着法や、直接燃焼したり触媒を用いて燃
焼する燃焼法や、オゾン酸化法や、生物学的分解法が知
られている。
2. Description of the Related Art Urban sewage, agricultural effluent, and fishery effluent have a strong odor, and their treatment has been troublesome. Conventionally, for this treatment, a washing method of washing odorous gas with water or a chemical solution, an adsorption method of adsorbing on activated carbon or an ion exchange resin, a combustion method of directly burning or burning with a catalyst, and the like. , An ozone oxidation method and a biological decomposition method are known.

【0003】具体的な例としては、通気性嫌気性菌に代
謝産物を作らせ、これを排水の浄化に使用するものや、
また、特開平3-218031号公報に提示されているように、
下水やし尿等汚水に、エンザイム腐植粉体と同量の硫酸
第1鉄のような2価の鉄塩類を混合した腐植鉄塩類混合粉
体を当該汚水量の1万分の1以上加えるか、または、エン
ザイム腐植粉体の水抽出液に硫酸第1鉄のような2価の鉄
塩類を溶解させた腐植鉄錯体溶液を希釈して加えた後、
通気攪拌するか、希釈した過酸化水素水を注加して激し
く攪拌して臭気を酸化分解して、脱臭する方法が知られ
ている。
[0003] As a specific example, a metabolite produced by a gas-permeable anaerobic bacterium and used for purifying wastewater,
Also, as disclosed in JP-A-3-218031,
To sewage such as sewage and human urine, add humus iron salt mixed powder obtained by mixing divalent iron salts such as ferrous sulfate in the same amount as enzyme humus powder, at least 1 / 10,000 of the amount of sewage, or After diluting a humus iron complex solution in which divalent iron salts such as ferrous sulfate are dissolved in an aqueous extract of the enzyme humus powder,
A method is known in which aeration is performed by stirring, or a diluted hydrogen peroxide solution is poured and vigorously stirred to oxidatively decompose odors and deodorize.

【0004】また、近時、種々の高機能性セラミックボ
ールが開発されて、防触や、空気清浄用に用いられお
り、特開平4-256419号公報には、SiO2,Al2O3,MgOを構成
成分とし、機能成分としてMn,Fe,Ti,Ca,K,Co,Cu,Cr,Ni,
Sn,Ba,Y,Gdから少なくとも3種を含有させたセラミック
と、塩素または塩素酸の水溶液を散布する反応塔に悪臭
ガスを通過させ、脱臭させる方法も開発されている。
In recent years, various high-performance ceramic balls have been developed and used for touch protection and air cleaning. Japanese Unexamined Patent Publication No. Hei 4-256419 discloses SiO 2 , Al 2 O 3 , MgO as a constituent, Mn, Fe, Ti, Ca, K, Co, Cu, Cr, Ni,
A method has also been developed in which a malodorous gas is passed through a reaction tower that sprays a ceramic containing at least three of Sn, Ba, Y, and Gd and an aqueous solution of chlorine or chloric acid to deodorize.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、通気性
嫌気性菌に代謝産物を作らせる方法は、代謝物の含有量
が安定しない等の問題があり、硫酸第1鉄のような2価の
鉄塩類や過酸化水素水を使用する上記の特開平3-218031
号公報の方法は、これらの薬剤の扱いがやっかいである
ばかりでなく、大がかりな攪拌装置を必要とする等の問
題があった。
However, the method of producing metabolites by aerobically anaerobic bacteria has a problem in that the metabolite content is not stable, and the method of producing divalent iron such as ferrous sulfate. JP-A-3-218031 using the above salts and aqueous hydrogen peroxide
The method disclosed in Japanese Patent Application Laid-Open Publication No. H10-15095 has problems that not only is the handling of these drugs troublesome, but also that a large-scale stirring device is required.

【0006】また、上記特開平4-256419号公報の方法
は、汚水ではなく悪臭ガスの脱臭方法であって、脱臭効
果も十分なものではなかった。
[0006] The method disclosed in Japanese Patent Application Laid-Open No. Hei 4-256419 is a method for deodorizing odorous gas instead of wastewater, and the deodorizing effect is not sufficient.

【0007】さらに、従来の脱臭方法は発生したガスに
対してのもので、汚水自体を変化させるものではないの
で、処理施設が屋外で施設全体を覆う設備がない場合
は、用いることができない等の問題があった。
Further, the conventional deodorizing method is for the generated gas and does not change the sewage itself. Therefore, if there is no facility for covering the whole facility outdoors, it cannot be used. There was a problem.

【0008】本発明は、上記の問題点にかんがみて為さ
れたもので、その課題は、汚水から安定して脱臭し、且
つ、硫酸第1鉄等の劇薬を使うことなく、メンテナンス
等の扱いが簡便で、且つ攪拌等の稼働部分が少ない装置
であって、かつ、脱臭作用が強力な脱臭、減菌する汚水
処理用脱臭方法および装置を提供することにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above problems, and has as its object to stably deodorize sewage and to handle maintenance and the like without using a powerful agent such as ferrous sulfate. It is an object of the present invention to provide a deodorizing method and apparatus for sewage treatment, which is simple and has a small number of operating parts such as agitation, and has a strong deodorizing action and deodorization and sterilization.

【0009】[0009]

【課題を解決するための手段】上記の課題を解決するた
めに、請求項1に記載の発明は、汚水を、最初に流入部
に注入し、次に嫌気性ろ床槽、回分槽、沈殿分離槽、オ
キシデーションディッチ槽のいずれかを通過させ、最後
に消毒槽を通過させて、脱臭、減菌する排水処理用脱臭
方法において、シリカ(SiO2)およびアルミナ(Al
23)を骨格として、アルカリ金属あるいはアルカリ土
類金属の含有量の総和が12%以上で、該アルカリ金属あ
るいはアルカリ土類金属は前記骨格の隙間に担持された
高機能性セラミックボールであり、流入汚水量の9%以
上の通常の水と塩素とを前記高機能性セラミックボール
に接触注入させて、pHを6.4以上に上昇させて酸化作用
を有する水溶液とし、該水溶液を流入部に注入する汚水
処理用脱臭方法である。
In order to solve the above-mentioned problems, the present invention according to claim 1 firstly injects sewage into an inflow portion, and then anaerobic filter bed tank, batch tank, and sedimentation tank. In a deodorizing method for wastewater treatment, which passes through either a separation tank or an oxidation ditch tank and finally passes through a disinfection tank to remove deodorization and sterilization, silica (SiO 2 ) and alumina (Al) are used.
2 O 3 ) as a skeleton, the total content of alkali metals or alkaline earth metals is 12% or more, and the alkali metal or alkaline earth metal is a high-performance ceramic ball supported in the gaps of the skeleton. Then, 9% or more of the amount of inflowing sewage is contact-injected into the high-performance ceramic ball with chlorine and the pH is raised to 6.4 or more to form an aqueous solution having an oxidizing effect, and the aqueous solution is injected into the inflow portion This is a deodorizing method for wastewater treatment.

【0010】上記の課題を解決するために、請求項2に
記載の発明は、汚水を、最初に流入部に注入し、次に嫌
気性ろ床槽、回分槽、沈殿分離槽、オキシデーションデ
ィッチ槽のいずれかを通過させ、最後に消毒槽を通過さ
せて、脱臭、減菌する排水処理用脱臭方法において、シ
リカ(SiO2)およびアルミナ(Al23)を骨格として、
アルカリ金属あるいはアルカリ土類金属の含有量の総和
が12%以上で、該アルカリ金属あるいはアルカリ土類金
属は前記骨格の隙間に担持された高機能性セラミックボ
ールであり、流入汚水量の9%以上の通常の水と塩素と
を前記高機能性セラミックボールに接触注入させて、pH
を6.4以上に上昇させて酸化作用を有する水溶液とし、
該水溶液を流入部と、少なくとも沈殿分離槽、嫌気性ろ
床槽、回分槽、オキシデーションディッチ槽のいずれか
に注入する汚水処理用脱臭方法である。
[0010] In order to solve the above-mentioned problems, the invention according to claim 2 is characterized in that sewage is first injected into an inflow portion, and then anaerobic filter bed tank, batch tank, sedimentation separation tank, oxidation ditch, and so on. In a deodorization method for wastewater treatment, which passes through one of the tanks and finally passes through a disinfection tank to deodorize and sterilize, in a silica (SiO 2 ) and alumina (Al 2 O 3 ) skeleton,
The total content of alkali metals or alkaline earth metals is 12% or more, and the alkali metals or alkaline earth metals are high-performance ceramic balls supported in the gaps of the skeleton, and 9% or more of the inflow sewage amount. Normal water and chlorine are contact-injected into the high-performance ceramic ball to adjust the pH.
To an aqueous solution having an oxidizing effect by raising the
This is a deodorizing method for sewage treatment in which the aqueous solution is injected into an inflow portion and at least one of a sedimentation separation tank, an anaerobic filter bed tank, a batch tank, and an oxidation ditch tank.

【0011】上記の課題を解決するために、請求項3に
記載の発明は、汚水を、最初に流入部に注入し、次に嫌
気性ろ床槽、回分槽、沈殿分離槽、オキシデーションデ
ィッチ槽のいずれかを通過させ、最後に消毒槽を通過さ
せて、脱臭、減菌するとともに、沈殿分離槽、嫌気性ろ
床槽、回分槽、オキシデーションディッチ槽に沈澱した
汚泥を引抜いて汚泥濃縮槽あるいは汚泥濃縮貯留槽に貯
留させる排水処理用脱臭方法において、シリカ(SiO2)
およびアルミナ(Al23)を骨格として、アルカリ金属
あるいはアルカリ土類金属の含有量の総和が12%以上
で、該アルカリ金属あるいはアルカリ土類金属は前記骨
格の隙間に担持された高機能性セラミックボールであ
り、流入汚水量の9%以上の通常の水と塩素とを前記高
機能性セラミックボールに接触注入させて、pHを6.4以
上に上昇させて酸化作用を有する水溶液とし、該水溶液
を流入部と、少なくとも汚泥濃縮槽あるいは汚泥濃縮貯
留槽とに注入する汚水処理用脱臭方法である。
[0011] In order to solve the above-mentioned problems, the invention according to claim 3 is characterized in that sewage is first injected into an inflow portion, and then an anaerobic filter bed tank, a batch tank, a sedimentation separation tank, and an oxidation ditch are used. Pass through any of the tanks, and finally pass through the disinfection tank to deodorize and sterilize, and pull out the sludge deposited in the sedimentation separation tank, anaerobic filter bed tank, batch tank, and oxidation ditch tank to concentrate sludge. In a deodorization method for wastewater treatment stored in a tank or a sludge concentration storage tank, silica (SiO 2 )
And alumina (Al 2 O 3 ) as a skeleton, the total content of alkali metals or alkaline earth metals is 12% or more, and the alkali metal or alkaline earth metal is highly functional supported in the gaps of the skeleton. A ceramic ball, in which 9% or more of the amount of inflowing sewage is contact-injected with normal water and chlorine into the high-performance ceramic ball to raise the pH to 6.4 or more to form an aqueous solution having an oxidizing action, This is a deodorization method for sewage treatment in which an inflow portion and at least a sludge concentration tank or a sludge concentration storage tank are injected.

【0012】上記の課題を解決するために、請求項4に
記載の発明は、汚水を、最初に流入部に注入し、次に嫌
気性ろ床槽、回分槽、沈殿分離槽、オキシデーションデ
ィッチ槽のいずれかを通過させ、最後に消毒槽を通過さ
せて、脱臭、減菌する排水処理用脱臭装置において、シ
リカ(SiO2)およびアルミナ(Al23)を骨格として、
アルカリ金属あるいはアルカリ土類金属の含有量の総和
が12%以上で、該アルカリ金属あるいはアルカリ土類金
属は前記骨格の隙間に担持された高機能性セラミックボ
ールであり、流入汚水量の9%以上の通常の水と塩素と
を前記高機能性セラミックボールに接触注入させて、pH
を6.4以上に上昇させて酸化作用を有する水溶液とし、
該水溶液を流入部に注入する注入装置を具備する汚水処
理用脱臭装置である。
[0012] In order to solve the above problems, the invention according to claim 4 is characterized in that sewage is first injected into an inflow portion, and then anaerobic filter bed tank, batch tank, sedimentation separation tank, oxidation ditch, and so on. In a deodorizer for wastewater treatment that passes through one of the tanks and finally passes through a disinfection tank to deodorize and sterilize, using silica (SiO 2 ) and alumina (Al 2 O 3 ) as a skeleton,
The total content of alkali metals or alkaline earth metals is 12% or more, and the alkali metals or alkaline earth metals are high-performance ceramic balls supported in the gaps of the skeleton, and 9% or more of the inflow sewage amount. Normal water and chlorine are contact-injected into the high-performance ceramic ball to adjust the pH.
To an aqueous solution having an oxidizing effect by raising the
This is a deodorizer for sewage treatment, comprising an injection device for injecting the aqueous solution into the inflow portion.

【0013】上記の課題を解決するために、請求項5に
記載の発明は、汚水を、最初に流入部に注入し、次に嫌
気性ろ床槽、回分槽、沈殿分離槽、オキシデーションデ
ィッチ槽のいずれかを通過させ、最後に消毒槽を通過さ
せて、脱臭、減菌する排水処理用脱臭装置において、シ
リカ(SiO2)およびアルミナ(Al23)を骨格として、
アルカリ金属あるいはアルカリ土類金属の含有量の総和
が12%以上であり、該アルカリ金属あるいはアルカリ土
類金属は前記骨格の隙間に担持された高機能性セラミッ
クボールを挿入した高機能性セラミックボール処理槽
に、水流入汚水量の9%以上の通常の水と塩素注入装置
より塩素とを前記高機能性セラミックボールに接触注入
して、pHを6.4以上に上昇させて酸化作用を有する水溶
液とし、該水溶液を流入部と、少なくとも嫌気性ろ床
槽、回分槽、沈殿分離槽、オキシデーションディッチ槽
のいずれかに注入する注入装置を具備する汚水処理用脱
臭装置である。
[0013] In order to solve the above-mentioned problems, the invention according to claim 5 is characterized in that sewage is first injected into an inflow portion, and then anaerobic filter bed tank, batch tank, sedimentation separation tank, oxidation ditch, and so on. In a deodorizer for wastewater treatment that passes through one of the tanks and finally passes through a disinfection tank to deodorize and sterilize, using silica (SiO 2 ) and alumina (Al 2 O 3 ) as a skeleton,
The total content of the alkali metal or alkaline earth metal is 12% or more, and the alkali metal or alkaline earth metal is a high-performance ceramic ball treated by inserting a high-performance ceramic ball supported in the gap of the skeleton. Into the tank, 9% or more of the amount of inflowing sewage is contacted with normal water and chlorine from the chlorine injection device into the high-performance ceramic ball to raise the pH to 6.4 or more to form an aqueous solution having an oxidizing effect, This is a deodorizer for sewage treatment, comprising an inflow unit and an injection device for injecting at least one of an anaerobic filter bed tank, a batch tank, a sedimentation separation tank, and an oxidation ditch tank.

【0014】上記の課題を解決するために、請求項6に
記載の発明は、汚水を、最初に流入部に注入し、次に嫌
気性ろ床槽、回分槽、沈殿分離槽、オキシデーションデ
ィッチ槽のいずれかを通過させ、最後に消毒槽を通過さ
せて、脱臭、減菌するとともに、沈殿分離槽、嫌気性ろ
床槽、回分槽、オキシデーションディッチ槽に沈澱した
汚泥を引抜いて汚泥濃縮槽あるいは汚泥濃縮貯留槽に貯
留させる排水処理用脱臭装置において、シリカ(SiO2)
およびアルミナ(Al23)を骨格として、アルカリ金属
あるいはアルカリ土類金属の含有量の総和が12%以上
で、該アルカリ金属あるいはアルカリ土類金属は前記骨
格の隙間に担持された高機能性セラミックボールを挿入
した高機能性セラミックボール処理槽に、流入汚水量の
9%以上の通常の水と塩素とを前記高機能性セラミック
ボールに接触注入して、pHを6.4以上に上昇させて酸化
作用を有する水溶液とし、該水溶液を流入水路部と、少
なくとも汚泥濃縮槽あるいは汚泥濃縮貯留槽とに注入す
る注入装置を具備する汚水処理用脱臭装置である。
[0014] In order to solve the above-mentioned problems, the invention according to claim 6 is characterized in that sewage is first injected into an inflow portion, and then anaerobic filter bed tank, batch tank, sedimentation separation tank, oxidation ditch. Pass through any of the tanks, and finally pass through the disinfection tank to deodorize and sterilize, and pull out the sludge deposited in the sedimentation separation tank, anaerobic filter bed tank, batch tank, and oxidation ditch tank to concentrate sludge. In a deodorizer for wastewater treatment stored in a tank or a sludge concentration storage tank, silica (SiO 2 )
And alumina (Al 2 O 3 ) as a skeleton, the total content of alkali metals or alkaline earth metals is 12% or more, and the alkali metal or alkaline earth metal is highly functional supported in the gaps of the skeleton. The high-performance ceramic ball treatment tank with the ceramic balls
9% or more of ordinary water and chlorine are contact-injected into the high-performance ceramic ball to raise the pH to 6.4 or more to form an aqueous solution having an oxidizing effect, and the aqueous solution is supplied to an inflow water channel and at least a sludge thickening tank. Or it is a deodorizer for sewage treatment provided with an injection device for injecting into a sludge concentration storage tank.

【0015】[0015]

【発明の実施の形態】次に、本発明に好適な実施の形態
について、図面に基づいて説明するが、始めに、図1を
用いて本発明の実施に際しての好適な第1の農業集落排
水処理装置である嫌気性ろ床と接触ばっ気を組み合わせ
た処理装置の1例の概略を説明する。農業集落あるいは
漁業集落からの生活排水等が混入した汚水は、管路11
から流入部12に移送され、エンドレスのスクリーンが
回動する自動荒目スクリーン13(30mm〜50mmの巾のス
リット)で流入汚水中の大きな混入物を除去して配管の
閉塞やポンプの故障を防止し、次いで、ばっ気沈砂槽1
4に流入する。このばっ気沈砂槽14は、ばっ気ブロア
15により空気を汚水中に放出してばっ気(爆気)する
とともに、次工程に土砂類が流入しなようにばっ気沈砂
槽14の底に土砂類を沈澱させて、沈澱した土砂類は沈
砂排出ポンプ16により排出して砂溜め(図示せず)に
移して溜めておく。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, a preferred embodiment of the present invention will be described with reference to the drawings. First, referring to FIG. 1, a first agricultural settlement drainage suitable for carrying out the present invention will be described. An outline of an example of a processing apparatus that combines a anaerobic filter bed and a contact aeration, which is a processing apparatus, will be described. Sewage mixed with domestic wastewater from agricultural settlements or fishing settlements
Is transferred to the inflow section 12, where the endless screen rotates to remove large contaminants in the inflowing sewage by the automatic coarse screen 13 (slits with a width of 30mm to 50mm) to prevent pipe blockage and pump failure And then aeration sand tank 1
Flow into 4. The aeration settling tank 14 releases air into sewage by an aeration blower 15 to perform aeration (explosion), and also sets a sediment on the bottom of the aeration settling tank 14 so that sediment does not flow into the next process. The sediment is settled, and the sedimented sediment is discharged by a sedimentation discharge pump 16 and transferred to a sand basin (not shown) for storage.

【0016】上記ばっ気沈砂槽14の上澄み液はのばっ
気沈砂槽14に隣接した原水ポンプ槽17に流入し、大
きな混入物および土砂を取り除いた原水ポンプ槽14の
汚水はポンプ18により流量調節槽19に移送される。
次に、流量調節槽19からの汚水は、流入汚水中の小さ
な混合物を除去するために自動微細目スクリーン21(1
mm〜2.5mmの巾のスリット)を通してから、汚水流量計2
2で流量を計測しつつ、ポンプ20で汚水の変動を緩和
して汚水流量を一定にして、その後の汚水の均質・均等
を図って、嫌気性ろ床槽群23の嫌気性ろ床槽第1室23
aに移送される。
The supernatant liquid of the aeration and sedimentation tank 14 flows into a raw water pump tank 17 adjacent to the aeration and sedimentation tank 14, and the wastewater in the raw water pump tank 14 from which large contaminants and soil have been removed is regulated by a pump 18. It is transferred to the tank 19.
Next, the sewage from the flow control tank 19 is fed to the automatic fine screen 21 (1) to remove a small mixture in the inflow sewage.
sewage flow meter 2
While measuring the flow rate at 2, the fluctuation of the sewage is reduced by the pump 20 to make the flow rate of the sewage constant, and the uniformity and uniformity of the sewage thereafter are attained. 23 per room
a.

【0017】上記嫌気性ろ床槽第1室23aに続いて、汚
水は順次、嫌気性ろ床槽第2室23bから嫌気性ろ床槽第
1室23cに移送される。これらの嫌気性ろ床槽は、流入
汚水中の固形物等の沈澱分離と、接触材に生育した嫌気
性菌の動きにより汚水中の汚濁物質を除去することが主
な役割であるが、好気性生物反応槽からの返送水中の硝
酸性窒素、亜硝酸性窒素を窒素ガス化する脱窒素槽とし
ての働きや、汚泥の消化による減量化する生物反応槽で
もある。また、ばっ気ブロア15により空気が嫌気性ろ
床槽の汚水中にばっ気されるとともに、嫌気性ろ床槽の
底に溜まった汚泥は汚泥ポンプ24により引き抜かれ、
汚泥濃縮貯留槽25に移送される。なお、上記の汚泥濃
縮貯留槽25に代えて、常時沈殿物を取り除いて汚泥濃
縮機能だけを有する汚泥濃縮槽にしてもよい。
Following the anaerobic filter tank first chamber 23a, the sewage is sequentially transferred from the anaerobic filter tank second chamber 23b to the anaerobic filter tank first chamber 23c. These anaerobic filter tanks mainly play a role of sedimentation and separation of solids and the like in the inflowing sewage and removal of pollutants in the sewage by the movement of anaerobic bacteria grown on the contact material. It also functions as a denitrification tank that converts nitrate nitrogen and nitrite nitrogen in the return water from the gaseous biological reaction tank into nitrogen gas, and a biological reaction tank that reduces the amount of sludge by digestion. Further, air is aerated into the sewage of the anaerobic filter tank by the aeration blower 15, and the sludge accumulated at the bottom of the anaerobic filter tank is drawn out by the sludge pump 24,
It is transferred to the sludge concentration storage tank 25. In addition, instead of the above-mentioned sludge concentration storage tank 25, a sludge concentration tank having only a sludge concentration function by constantly removing sediment may be used.

【0018】上記汚泥濃縮貯留槽25に溜められた余剰
汚泥は、濃縮して容積を減少させるとともに、固定物回
収率を高め脱離液中の固形物を減少することにより安定
性を維持させ、濃縮された汚泥は可搬式ポンプ26によ
り、汚泥貯留槽27に移送され貯留し、貯留した汚泥は
バキューム車等で搬出する。この際、汚泥濃縮貯留槽2
5および汚泥貯留槽27もばっ気ブロア15により空気
が汚泥中にばっ気されている。
The excess sludge accumulated in the above-mentioned sludge concentration storage tank 25 is concentrated to reduce the volume, and at the same time, the stability is maintained by increasing the fixed matter recovery rate and decreasing the solids in the desorbed liquid. The concentrated sludge is transferred to and stored in a sludge storage tank 27 by a portable pump 26, and the stored sludge is carried out by a vacuum truck or the like. At this time, the sludge concentration storage tank 2
5 and the sludge storage tank 27 also have air blown into the sludge by the aeration blower 15.

【0019】そして、上記嫌気性ろ床槽群で汚濁物質を
除去された汚水は、接触ばっ気槽第1室28aおよび接触
ばっ気槽第2室28bに移送されるが、これら接触ばっ気
槽は接触材を充填した槽内で、ばっ気攪拌することによ
り接触材表面に付着させ膜を形成し、これを繰り返すこ
とにより汚水中の汚泥物質を除去する生物反応槽であ
る。上記接触ばっ気槽群で汚泥物質を除去された汚水は
沈澱槽29に移送され、沈澱槽29では、ばっ気ブロア
15により空気をばっ気させるとともに、処理後の移送
水中の浮遊物を安定して沈澱させ、沈澱した汚泥は汚泥
引抜ポンプ30により引抜いて前述の汚泥濃縮沈澱槽2
5に移送し、大半の接触ばっ気槽で処理された処理水
は、次の一定濃度の塩素を消毒器31で接触させ衛生上
支障が無いように消毒槽32で処理し放流する。
The sewage from which the pollutants have been removed in the anaerobic filter tank group is transferred to the contact aeration tank first chamber 28a and the contact aeration tank second chamber 28b. Is a biological reaction tank that removes sludge substances in sewage by repeating the above process to form a film by adhering to the surface of the contact material by aeration and stirring in a tank filled with the contact material. The sewage from which the sludge substances have been removed in the contact aeration tank group is transferred to a sedimentation tank 29, where the air is aerated by the aeration blower 15 and the suspended matter in the transfer water after treatment is stabilized. The sludge that has settled out is pulled out by a sludge pulling-out pump 30 and the sludge concentrated sedimentation tank 2
The treated water treated in most contact aeration tanks is then contacted with the following fixed concentration of chlorine in the disinfecting device 31 and treated in the disinfecting tank 32 so as not to impair hygiene and discharged.

【0020】なお、放流管底が放流水面より低い場合に
は放流ポンプ槽を設置(図示せず)してポンプで放流す
ればよい。
When the discharge pipe bottom is lower than the discharge water level, a discharge pump tank (not shown) may be provided and discharged by a pump.

【0021】そして、本発明の汚水処理用脱臭手段の特
徴部分である高機能性セラミックボール処理槽5は、消
毒槽32からの処理水を供給ポンプ55によって、塩素
貯留装置56から注入ポンプ57により塩素を注入して
高機能性セラミックボール51に接触させた後に、本発
明の注入装置たる流入制御弁55a,55b,55cによって流入
部12と嫌気性ろ床槽23と汚泥濃縮貯留装槽25とに
注入する。なお、高機能性セラミックボール処理槽5の
詳細な説明は後述する。
The high-performance ceramic ball processing tank 5, which is a characteristic part of the sewage treatment deodorizing means of the present invention, supplies treated water from the disinfecting tank 32 by a supply pump 55 and a chlorine storage device 56 by an injection pump 57. After the chlorine is injected and brought into contact with the high-performance ceramic ball 51, the inflow portion 12, the anaerobic filter tank 23, and the sludge concentration storage tank 25 are connected by the inflow control valves 55a, 55b, and 55c, which are the injection devices of the present invention. Inject into The detailed description of the high-performance ceramic ball processing tank 5 will be described later.

【0022】次に、本発明の実施に際しての好適な第2
の農業集落排水処理装置である回分式活性汚泥方式の処
理装置の1例の概略を図2を用いて説明するが、第1の
農業集落排水処理装置(嫌気性ろ床と接触ばっ気を組み
合わせた処理装置)とは、第1の装置の嫌気性ろ床槽第
1室23a,嫌気性ろ床槽第2室23b,嫌気性ろ床槽第3室23
cと接触ばっ気槽第1室28a,接触ばっ気槽第2室28bの組
み合わせに代えて、第2装置は回分槽34と散水ポンプ
槽35との組み合わせである以外は、第1の農業集落排
水処理装置の工程と同じであるので、以下に異なった工
程だけを説明し、他の構成の説明は省略する。
Next, a preferred second embodiment for carrying out the present invention will be described.
An outline of an example of a batch activated sludge type treatment apparatus, which is an agricultural settlement wastewater treatment apparatus, will be described with reference to FIG. 2, but a first agricultural settlement wastewater treatment apparatus (a combination of an anaerobic filter bed and contact aeration) will be described. The anaerobic filter tank 1st chamber 23a, the anaerobic filter tank 2nd chamber 23b, the anaerobic filter tank 3rd chamber 23 of the first apparatus
Instead of the combination of the contact aeration tank first chamber 28a and the contact aeration tank second chamber 28b, the second apparatus is a first agricultural settlement except that the second apparatus is a combination of a batch tank 34 and a sprinkling pump tank 35. Since the process is the same as that of the wastewater treatment apparatus, only the different processes will be described below, and the description of the other components will be omitted.

【0023】そこで、回分槽34と散水ポンプ槽35に
ついて説明するが、図2において、流量調節槽19から
の汚水は、汚水流量計22で流量を計測しつつ、ポンプ
20で汚水の変動を緩和して汚水流量を一定にして、そ
の後の汚水の均質・均等を図って、回分槽34に移送さ
れ、回分槽34では、流入,ばっ気,攪拌,沈澱,排出を1
つのサイクルとし、各工程を1つの槽内で行う生物反応
槽であって、通常、1日当たり3〜4サイクルを行う。
The batch tank 34 and the sprinkling pump tank 35 will now be described. In FIG. 2, the sewage from the flow control tank 19 is measured by the sewage flow meter 22 and the fluctuation of the sewage is reduced by the pump 20. The wastewater is transferred to a batch tank 34 to make the flow rate of the wastewater constant and to make the wastewater uniform and even thereafter. In the batch tank 34, the inflow, aeration, stirring, sedimentation, and discharge are performed in one batch.
This is a biological reaction tank in which each step is performed in one tank, and usually three to four cycles are performed per day.

【0024】そして、上記の回分槽34により流入汚水
中の固形物等の沈澱分離と、接触材に生育した嫌気性菌
の動きにより汚水中の汚濁物質を除去された処理水は、
散水ポンプ槽35に移送され、ばっ気攪拌中に発生する
泡立ち防止するために散水する装置で消泡されて、(沈
澱槽29は必要に応じて設置)一定濃度の塩素を接触さ
せ衛生上支障が無いように消毒槽32で処理し放流され
る。なお、第1の装置での汚泥縮貯留槽25に代えて汚泥
濃縮槽25aとして、濃縮汚泥として汚泥貯留槽27に移
送している。したがって、高機能性セラミックボール5
1に接触させた後の処理水は、本発明の注入装置たる流
量制御弁55a,55b,55cによって流入部12と嫌気性ろ床
槽23と汚泥濃縮部25aとに注入される。
The treated water from which sedimentation and separation of solids and the like in the inflowing sewage by the batch tank 34 and the pollutants in the sewage have been removed by the movement of the anaerobic bacteria grown on the contact material,
It is transferred to a watering pump tank 35 and defoamed by a water spraying device to prevent foaming generated during aeration and agitation (precipitation tank 29 is installed as necessary). Is treated in the disinfection tank 32 and discharged. In addition, instead of the sludge reduction storage tank 25 in the first apparatus, a sludge concentration tank 25a is transferred to the sludge storage tank 27 as concentrated sludge. Therefore, the high-performance ceramic ball 5
The treated water after contacting with 1 is injected into the inflow section 12, the anaerobic filter tank 23, and the sludge thickening section 25a by the flow control valves 55a, 55b, 55c, which are the injection devices of the present invention.

【0025】また、本発明の実施に際しての好適な第3
の農業集落排水処理装置である沈澱分離と接触ばっ気を
組み合わせた処理装置の1例の概略を図3を用いて説明
するが、第1の装置の嫌気性ろ床と接触ばっ気を組み合
わせに代えて、第3の装置は沈殿分離槽36を前置きに
して接触ばっ気槽37への流入負荷の安定化を図ったも
ので、汚泥の発生量が少なく、流入負荷変動が大きくて
も処理性能は低下せず、流量調節槽を省略することがで
きる。他の構成は第1の装置とほぼ同じであるので説明
を省略する。
Further, the third preferred embodiment for implementing the present invention is as follows.
An outline of an example of a treatment apparatus which combines sedimentation separation and contact aeration, which is an agricultural settlement wastewater treatment apparatus, will be described with reference to FIG. 3, but the anaerobic filter bed of the first apparatus and contact aeration are combined. Instead, the third apparatus stabilizes the inflow load into the contact aeration tank 37 by setting the sedimentation separation tank 36 in front, so that the sludge generation amount is small and the processing performance is large even if the inflow load fluctuation is large. Does not decrease, and the flow control tank can be omitted. The other configuration is almost the same as that of the first device, and the description is omitted.

【0026】さらに、本発明の実施に際しての好適な第
4の農業集落排水処理装置であるオキシデーションディ
ッチ槽を用いた処理装置の1例の概略を図4を用いて説
明すると、第1の装置の嫌気性ろ床と接触ばっ気と沈殿
槽29を組み合わせに代えて、第4の装置はオキシデー
ションディッチ槽38と沈殿槽39と散水ポンプ槽35
との組み合わせである以外は、第1の農業集落排水処理
装置の工程と同じであるので以下に異なった工程だけを
説明し、他の構成の説明は省略する。
An outline of an example of a treatment apparatus using an oxidation ditch tank, which is a fourth preferred agricultural settlement drainage treatment apparatus for carrying out the present invention, will be described with reference to FIG. In place of the combination of the anaerobic filter bed, contact aeration and sedimentation tank 29, the fourth apparatus comprises an oxidation ditch tank 38, a sedimentation tank 39 and a sprinkling pump tank 35.
Since it is the same as that of the first agricultural settlement drainage treatment apparatus except for the combination with the above, only the different steps will be described below, and the description of the other components will be omitted.

【0027】そこで、オキシデーションディッチ槽38
と沈殿槽39について説明するが、流量調節槽19から
の汚水は、汚水流量計22で流量を計測しつつ、ポンプ
20で汚水の変動を緩和して汚水流量を一定にして、そ
の後の汚水の均質・均等を図って、オキシデーションデ
ィッチ槽38に移送されるが、オキシデーションディッ
チ槽38では、通常、汚水を循環させてばっ気攪拌する
とともに沈殿槽39から連続的に汚泥を返送しながら、
汚水中の汚濁物質を除去された処理水を、散水ポンプ槽
35に移送され、ばっ気攪拌中に発生する泡立ちを防止
するために散水する装置で消泡されて、一定濃度の塩素
を接触させ衛生上支障が無いように消毒槽32で処理し
放流される。
Therefore, the oxidation ditch tank 38
And the sedimentation tank 39, the sewage from the flow control tank 19 is measured by the sewage flow meter 22 while the sewage fluctuation is reduced by the pump 20 to make the sewage flow rate constant. It is transferred to the oxidation ditch tank 38 for homogeneity and uniformity. In the oxidation ditch tank 38, the wastewater is usually circulated, aerated and agitated while continuously returning the sludge from the settling tank 39,
The treated water from which the pollutants in the wastewater have been removed is transferred to a sprinkling pump tank 35 and defoamed by a device for sprinkling water to prevent bubbling that occurs during aeration and agitation to contact a certain concentration of chlorine. It is treated and discharged in the disinfection tank 32 so that there is no problem in hygiene.

【0028】ここで、本発明の汚水処理用脱臭手段の特
徴部分である高機能性セラミックボール処理槽5を図5
を用いて説明する。高機能性セラミックボール処理槽5
は、高機能性セラミックボール51を詰めた2つの処理
室52a,52bからなり、下部に消毒槽32から処理水(普
通の水)を注入する注入部53と、上部には酸化作用を
有する水溶液を、流入部12,汚泥濃縮貯留部26,およ
び沈殿分離槽、嫌気性ろ床槽23、回分槽、オキシデー
ションディッチ槽のいずれかに注入する送出部54を備
え、前記各槽にはそれぞれ流量を制御する注入装置たる
流量制御弁55a,55b,55c(図1〜図2に図示)が設けら
れている。そして、前記の注入部53では、消毒槽32
からの流入汚水量の9%以上に相当する処理水を取り込
むとともに、塩素貯留装置56より次亜塩素酸の水溶液
を注入ポンプ57により流量を制御して処理水に混入
し、この水溶液を処理槽5の高機能性セラミックボール
51に作用させ、水溶液のPHを6.4以上に上昇させて酸化
作用を有する水溶液とする。なお、流入部12と送出部
54にはボール栓58a,58bが設けられ、セラミックボー
ル処理槽5の上部にはエアーベント弁59が設けられて
いる。
Here, a high-performance ceramic ball processing tank 5 which is a characteristic part of the deodorizing means for sewage treatment of the present invention is shown in FIG.
This will be described with reference to FIG. High-performance ceramic ball processing tank 5
Is composed of two processing chambers 52a and 52b packed with high-performance ceramic balls 51, an injection part 53 for injecting processing water (normal water) from a disinfection tank 32 at a lower part, and an aqueous solution having an oxidizing action at an upper part. Into the inflow section 12, the sludge concentration storage section 26, and the sedimentation / separation tank, the anaerobic filter bed tank 23, the batch tank, or the oxidation ditch tank. Flow control valves 55a, 55b and 55c (shown in FIGS. 1 and 2) are provided as injection devices for controlling the pressure. And in the said injection | pouring part 53, the disinfection tank 32
Treated water equivalent to 9% or more of the amount of inflowed sewage from the plant, and an aqueous solution of hypochlorous acid is mixed into the treated water from the chlorine storage device 56 by controlling the flow rate by the injection pump 57, and this aqueous solution is treated in the treatment tank. 5 high-performance ceramic balls
51 to raise the pH of the aqueous solution to 6.4 or higher to obtain an aqueous solution having an oxidizing effect. In addition, ball stoppers 58a and 58b are provided in the inflow portion 12 and the delivery portion 54, and an air vent valve 59 is provided above the ceramic ball processing tank 5.

【0029】上記の高機能性セラミックボール処理槽5
に用いる高機能性セラミックボールは、シリカ(SiO2)
およびアルミナ(Al23)を骨格として、アルカリ金属
あるいはアルカリ土類金属の含有量の総和が12%以上で
あり、該アルカリ金属あるいはアルカリ土類金属は前記
骨格の隙間に担持された高機能性セラミックボールであ
る必要がある。
The above-mentioned high-performance ceramic ball processing tank 5
The high-performance ceramic balls used for silica are silica (SiO 2 )
And alumina (Al 2 O 3 ) as a skeleton, the total content of alkali metals or alkaline earth metals is 12% or more, and the alkali metal or alkaline earth metal is a highly functional material supported in the gaps of the skeleton. It must be a conductive ceramic ball.

【0030】そして、高機能性セラミックボール処理槽
5には、流入汚水量の9%に当たる量のきれいな処理水
を消毒槽21から供給するとともに、遊離塩素の塩素注入
装置51よりに塩素(Cl2)を処理水で0.5〜2.0PPMになるよ
うに供給し、結果として、後述するように、処理後の水
溶液のpHを6.4以上に上昇させることが必要である。
The high-performance ceramic ball treatment tank 5 is supplied with clean treated water equivalent to 9% of the amount of inflowed sewage from the disinfecting tank 21 and is supplied with chlorine (Cl 2) from the chlorine injecting device 51 for free chlorine. ) Is supplied with treated water to a concentration of 0.5 to 2.0 PPM. As a result, it is necessary to raise the pH of the treated aqueous solution to 6.4 or more, as described later.

【0031】ここで、本発明の実施例および比較例に使
用した高機能性セラミックボールの組成および構造を説
明する。下記の資料1から4のうち、後述の表2から5
に示す実験結果により、試料1および試料2には汚水に
対して脱臭作用が認められたが、試料3および試料4に
は汚水に対して脱臭作用が認めらなかった。
Here, the composition and structure of the high-performance ceramic balls used in the examples and comparative examples of the present invention will be described. Of the following materials 1 to 4, Tables 2 to 5 below
According to the experimental results shown in (1), Sample 1 and Sample 2 had a deodorizing effect on sewage, but Samples 3 and 4 did not have a deodorizing effect on sewage.

【0032】[0032]

【表1】 高機能性セラミックボールの主な化学成分 (単位%) 組成元素 Na K Ca Mg Si Al Fe Mn 試料1 2.40 1.40 0.60 7.48 27.7 21.1 12.0 10.1 試料2 2.40 9.64 3.86 0.60 46.6 18.9 2.86 - 試料3 - 3.52 2.16 - 32.2 42.5 12.8 - 試料4 0.22 9.26 0.89 - 51.3 35.0 2.04 0.21 組成元素 Zr Ti Sr その他 アルカリ成分 試料1 - - - 17.2 約12% 試料2 13.0 - - 2.1 約17% 試料3 1.0 5.52 0.30 0.0 約 6% 試料4 - 0.53 - 0.55 約10%[Table 1] Main chemical components of high-performance ceramic balls (unit%) Composition element Na K Ca Mg Si Al Fe Mn Sample 1 2.40 1.40 0.60 7.48 27.7 21.1 12.0 10.1 Sample 2 2.40 9.64 3.86 0.60 46.6 18.9 2.86-Sample 3 -3.52 2.16-32.2 42.5 12.8-Sample 4 0.22 9.26 0.89-51.3 35.0 2.04 0.21 Composition element Zr Ti Sr Other Alkali component Sample 1---17.2 Approx. 12% Sample 2 13.0--2.1 Approx. 17% Sample 3 1.0 5.52 0.30 0.0 About 6% Sample 4-0.53-0.55 About 10%

【0033】なお、上記構成成分は蛍光X線分析法によ
り測定した。これらの測定結果から、上記の組成の内の
アルカリ(Na,K)金属、アルカリ土類(Ca,Mg)金属に
ついて、これらの金属酸化物の含有量の総和は、試料1
においては約12%、試料2においては約17%、試料
3においては約6%、試料4においては約10%であっ
た。
The above components were measured by X-ray fluorescence analysis. From these measurement results, for alkali (Na, K) metals and alkaline earth (Ca, Mg) metals in the above composition, the sum of the contents of these metal oxides was determined as Sample 1
Was about 12%, about 17% in sample 2, about 6% in sample 3, and about 10% in sample 4.

【0034】上記の試料1および試料2の高機能性セラ
ミックボールを、ダイヤモンドカッターによって切断
し、走査型電子顕微鏡(SEM)で数10倍〜数10万倍の拡大
倍率で観察すると、中心部、中間部、表層部のいずれの
部分でも多孔質で結晶構造のしっかりしたものであるこ
とが判明した。また、電子線マイクロアナライザー(EPM
A)を試料に照射すると、図6(A)(B)(C)、図7(A)(B)(C)
にみられるように中間部から表層部において、アルカリ
(Na,K)金属およびアルカリ土類(Ca,Mg)金属が多く
含有しており、シリカ(SiO2)およびアルミナ(Al2O3)が
骨格をなし、極めて強靱で安定な結晶構造を形成し、そ
の隙間にアルカリ金属あるいはアルカリ土類金属が担持
されたものであることが観察される。これに対して、試
料3および試料4はアルカリ(Na,K)金属およびアルカ
リ土類(Ca,Mg)金属がきわめて少ない。
The high-performance ceramic balls of Samples 1 and 2 were cut by a diamond cutter and observed with a scanning electron microscope (SEM) at a magnification of several tens to several hundred thousand times. It was found that both the intermediate part and the surface part were porous and had a solid crystal structure. In addition, an electron beam microanalyzer (EPM
When the sample is irradiated with (A), FIG. 6 (A) (B) (C), FIG. 7 (A) (B) (C)
As can be seen from the middle part to the surface layer, alkali (Na, K) metal and alkaline earth (Ca, Mg) metal are contained a lot, and silica (SiO 2 ) and alumina (Al 2 O 3 ) It is observed that the skeleton forms an extremely tough and stable crystal structure, and an alkali metal or an alkaline earth metal is supported in the gaps. On the other hand, Samples 3 and 4 have very little alkali (Na, K) metal and alkaline earth (Ca, Mg) metal.

【0035】次に、本発明者らは、上記の試料1および
試料2の高機能性セラミックボールが脱臭作用を有する
ことを、後述する官能試験により発見したが、その理由
を解析すると次のようなものであると考えられる。
Next, the present inventors have found that the high-performance ceramic balls of Samples 1 and 2 have a deodorizing effect by a sensory test described below. The reason is analyzed as follows. It is thought that it is something.

【0036】すなわち、図8に示すように、酢酸塩緩衝
液でpHを約5.5に調整した1ppm遊離塩素溶液の100CCに上
記の資料1(直径25mm)および資料2(直径15mm)の高機能
性セラミックボール1個を入れて、溶液のpH変化を追跡
すると、溶液のpHは徐々に上昇する。この際、多量高機
能性セラミックボールを投入すると、上昇の度合いはよ
り大きくなり、短時間でpH8.3付近にまで達する。
That is, as shown in FIG. 8, the high performance of the above-mentioned data 1 (diameter 25 mm) and data 2 (diameter 15 mm) was added to 100 CC of a 1 ppm free chlorine solution whose pH was adjusted to about 5.5 with an acetate buffer. When one ceramic ball is inserted and the change in the pH of the solution is tracked, the pH of the solution gradually increases. At this time, when a large amount of high-performance ceramic balls are charged, the degree of increase becomes larger, and reaches around pH 8.3 in a short time.

【0037】上述したように、溶液のpHが上昇するの
は、高機能性セラミックボールからアルカリ(Na,K)金
属、アルカリ土類(Ca,Mg)金属の酸化物が、水と反応
してアルカリ性(OH-)を示すためであり、例えば、Na2
O及びCaOの場合は、次式(1)および式(2)に示したように
OH-を生成するからである。
As described above, the pH of the solution increases because the oxides of alkali (Na, K) metal and alkaline earth (Ca, Mg) metal react with water from the high-performance ceramic balls. This is for indicating alkaline (OH ), for example, Na 2
In the case of O and CaO, as shown in the following equations (1) and (2)
This is because OH - is generated.

【0038】[0038]

【数1】Na2O+H2O 2Na++2OH- (1)## EQU1 ## Na 2 O + H 2 O 2Na + + 2OH (1)

【0039】[0039]

【数2】CaO+H2O Ca2++2OH- (2)## EQU2 ## CaO + H 2 O Ca 2+ + 2OH (2)

【0040】上記のアルカリ金属あるいはアルカリ土類
金属イオンの溶出は、誘導結合プラズマ(IPC)発光分析
法によって溶出金属イオンの検出度合が経時的に上昇す
ることからも確認できた。
The above-mentioned elution of the alkali metal or alkaline earth metal ions was confirmed also by the fact that the degree of detection of the eluted metal ions increased with time by inductively coupled plasma (IPC) emission spectrometry.

【0041】そして、高機能性セラミックボールの脱臭
作用は、水道水で代表されるように、遊離塩素を含む水
溶液中で起こる化学反応を利用したものである。即ち、
水溶液中での塩素は、pHの数値によって塩素(Cl2)次
亜塩素酸(HClO)および次亜塩素酸イオン(ClO-)の化
学種として存在し、図9にその存在割合を示すと、低い
pHにおいては殆どCl2として存在し、pHの上昇につれてH
ClOの割合が増大し、pHが4〜5ではHClOのみが存在し、
更にpHが上昇するとHClOとClO-が共存し、pH8以上ではC
lO-のみとなる。ここで、Cl2を水に溶かすと、次のよう
な酸化・還元的不均反応(この場合、Clの酸化数が0から
+1と−1に不均化する)が起こり、平衡状態を保つ。
The deodorizing action of the high-performance ceramic ball utilizes a chemical reaction that occurs in an aqueous solution containing free chlorine, as represented by tap water. That is,
Chlorine in the aqueous solution is present as a chemical species of chlorine (Cl 2 ) hypochlorous acid (HClO) and hypochlorite ion (ClO ) according to the numerical value of pH. Low
Mostly present as Cl 2 at pH, H
When the percentage of ClO increases and the pH is between 4 and 5, only HClO is present,
Further HClO and ClO the pH is raised - coexist, C is at pH8 or
lO - only. Here, when Cl 2 is dissolved in water, the following oxidation-reduction disproportionation reaction (in this case, the oxidation number of Cl is disproportionated from 0 to +1 and -1) occurs, maintaining the equilibrium state .

【0042】[0042]

【数3】 Cl2+H2O 2H++Cl-+HClO (3)## EQU3 ## Cl 2 + H 2 O 2H + + Cl + HClO (3)

【0043】もし、溶液のpHがアルカリ性であると、次
式のようにCl2はすべて不均化される。
If the pH of the solution is alkaline, all Cl 2 is disproportionated as follows:

【0044】[0044]

【数4】 Cl2+2OH- Cl-+ClO-+H2O (4)Equation 4] Cl 2 + 2OH - Cl - + ClO - + H 2 O (4)

【0045】上記の生成したClO-は強力な酸化作用を有
する酸化剤として機能する。これは、遊離塩素を含む水
溶液で、溶出するアルカリ金属あるいはアルカリ土類金
属イオンが増加するとともに、溶液のpHがアルカリ性
(OH-が生成される)を示し、これが遊離塩素(Cl2)と
反応し、強力な酸化剤(ClO-)が生成することによる。
上式(3)で生成する次亜塩素酸(HClO)は、水溶液と
してのみ存在する弱酸(酸解離定数(pKa)=7.46)で、不
安定で、酸素を放って分解し、次式(5)(6)塩素及
び塩素酸(HClO3)を生じる。
[0045] ClO produced above - functions as an oxidizing agent having a strong oxidizing action. This is because in aqueous solutions containing free chlorine, the eluted alkali metal or alkaline earth metal ions increase, and the pH of the solution becomes alkaline (OH - is generated), which reacts with free chlorine (Cl 2 ). And a strong oxidizing agent (ClO ) is formed.
Hypochlorous acid (HClO) generated by the above formula (3) is a weak acid (acid dissociation constant (pKa) = 7.46) that exists only as an aqueous solution, is unstable, decomposes by releasing oxygen, and is decomposed by the following formula (5) (6) Produces chlorine and chloric acid (HClO 3 ).

【0046】[0046]

【数5】 2HClO 2HCl+O2 (5)[Equation 5] 2HClO 2HCl + O 2 (5)

【0047】[0047]

【数6】 3HClO 2HCl+HClO3 (6)[Equation 6] 3HClO 2HCl + HClO 3 (6)

【0048】上式での分解は、温度、光、白金、マンガ
ン、ニッケル、コバルト、銅、鉄等のイオンおよびそれ
らの酸化物のような触媒によって促進されるものと考え
られ、また、次亜塩素酸塩(特に、Na,Caなどの
塩)の溶液は、HClOと同様にこの分解は温度、光、白金
黒、マンガン、ニッケル、コバルト、銅、鉄などのイオ
ン及びそれらの酸化物のような触媒によって促進され
る。また、次亜塩素酸塩(特に、Na、Caなどの塩)の溶液
は、HCIOと同様に不安定で徐々に分解し、その分解速度
も光、白金黒、温度、pH、ガラスの破片、種々の触媒
(多くの重金属およびその酸化物あるいは水酸化物など)
によって促進され、特に、アルカリ性溶液中での分解は
速く、次式(7)の反応が起る。
The decomposition in the above formula is thought to be promoted by catalysts such as temperature, light, ions such as platinum, manganese, nickel, cobalt, copper, iron and oxides thereof, and Solutions of chlorates (especially salts of Na, Ca, etc.), like HClO, can be decomposed by temperature, light, platinum black, manganese, nickel, cobalt, copper, iron and other ions and their oxides. Promoted by a suitable catalyst. Also, solutions of hypochlorite (especially salts of Na, Ca, etc.) are unstable and gradually decompose similarly to HCIO, and the decomposition rate is also light, platinum black, temperature, pH, glass fragments, Various catalysts
(Many heavy metals and their oxides or hydroxides)
In particular, decomposition in an alkaline solution is rapid, and the reaction of the following formula (7) occurs.

【0049】[0049]

【数7】 2ClO- 2Cl-+O2 (7)[2Na
CIO 2NaCl+O2]
[Equation 7] 2ClO - 2Cl - + O 2 ( 7) [2Na
CIO 2NaCl + O 2 ]

【0050】以上述べた脱臭作用の理論の内容を要約す
ると、次の1〜4工程の順の通りになる。 1.高機能性セラミックボールは水溶液中でアルカリ金
属及びアルカリ土類金属イオンを溶出する。 2.イオンを溶出に伴って、水溶液のpHは上昇し、アル
カリ性を示す。 3.水溶液中に存在する塩素は、アルカリ性溶液中で次
亜塩素酸及びその塩を生成する。 4.生成された次亜塩素酸及びその塩は、触媒(溶存す
る金属イオン、金属酸化物、 水酸化物など)によっ
て分解が促進され酸素と塩化物イオンになる。 本件発明者らは、以上述べた実験等から上記の試料1お
よび試料2の高機能性セラミックボールの脱臭作用の理
論が以上の述べたようなものであることを解明した。
The contents of the theory of the deodorizing action described above can be summarized in the following order of 1 to 4 steps. 1. High-performance ceramic balls elute alkali metal and alkaline earth metal ions in aqueous solution. 2. As the ions elute, the pH of the aqueous solution rises, indicating alkaline. 3. Chlorine present in aqueous solutions produces hypochlorous acid and its salts in alkaline solutions. 4. The generated hypochlorous acid and its salt are accelerated to be decomposed into oxygen and chloride ions by a catalyst (dissolved metal ions, metal oxides, hydroxides, etc.). The present inventors have elucidated from the above-described experiments and the like that the theory of the deodorizing action of the high-performance ceramic balls of Samples 1 and 2 is as described above.

【0051】そして、塩素を含む水溶液中に試料1およ
び試料2の高機能性セラミックボールを置くことによっ
て、次亜塩素酸(HCIO)、次亜塩素酸イオン(CIO-)及び酸
素(O2)が発生し、その強力な酸化作用は、脱臭、漂
白、脱色、滅菌、あるいは無機成分や有機物を分解し、
SS、BOD、COD、T−N、T−Pの大幅な軽減に
威力を発揮する。例えば、 i)硫黄、硫化水素、二酸化硫黄→硫酸(H2SO4) ii)りン、水素化りン→リン酸(H3PO4) iii)ヒ素、水酸化ヒ素→ヒ酸(H3AsO4) iV)アンモニア及びその化合物→クロルアミン(NCl
3など)、N2 V)アルデヒド、ケトン化合物→カルボン酸(RCOO
H) の様に酸化し、無害化、安定化した形として処理するこ
とができる。
By placing the high-performance ceramic balls of Samples 1 and 2 in an aqueous solution containing chlorine, hypochlorous acid (HCIO), hypochlorite ion (CIO ) and oxygen (O 2 ) The strong oxidizing action occurs, deodorizing, bleaching, decolorizing, sterilizing, or decomposing inorganic and organic substances,
It is effective in significantly reducing SS, BOD, COD, TN, and TP. For example, i) sulfur, hydrogen sulfide, sulfur dioxide → sulfuric acid (H 2 SO 4 ) ii) phosphorus, hydrogen hydride → phosphoric acid (H 3 PO 4 ) iii) arsenic, arsenic hydroxide → arsenic acid (H 3 AsO 4 ) iV) Ammonia and its compounds → chloramine (NCl
3 ), N 2 V) aldehyde, ketone compound → carboxylic acid (RCOO)
It can be oxidized as in H) and treated as a detoxified and stabilized form.

【0052】次に、上記の試料1および試料4との比較
において、本件発明の実施に際しての高機能性セラミッ
クボールを使用する条件を説明する。 [実験例1]農業集落における汚水流入量は、農業集落排
水施設設計指針(社団法人日本農業集落排協会、平成8
年2月発行P37)によれば1日当たり 0.27m3/人の量と
設定されるから、例えば、950人の農業集落の汚水流入
量は、
Next, in comparison with Sample 1 and Sample 4 described above, the conditions for using the high-performance ceramic balls in implementing the present invention will be described. [Experimental Example 1] The amount of inflow of sewage into agricultural villages was determined by the agricultural village drainage facility design guidelines (Japan Agricultural Village Drainage Association, 1996
According to P37), which is set at 0.27m 3 / person per day, for example, the inflow of sewage into 950 agricultural villages is

【0053】[0053]

【数8】950人×0.27m3/人= 256.5m3 [Number 8 950 people × 0.27m 3 / person = 256.5m 3

【0054】となり、本実験例においても、同流入量に
設定して、高機能性セラミックボール処理槽5への通水
量は、汚水流入量の9%に相当する量を流入部に注入
し、更に、汚水流入量の1%に相当する量を嫌気性ろ床
槽と汚泥濃縮貯留槽に連続的(但し、断続的に注入して
もよいが、間隔は出来るだけ短くする必要がある。)に
注入した。
In this experimental example, the same flow rate was set, and the amount of water flowing into the high-performance ceramic ball processing tank 5 was 9% of the amount of wastewater flowed into the inflow section. Furthermore, an amount corresponding to 1% of the inflow of sewage is continuously (but may be intermittently injected, but the interval must be as short as possible) into the anaerobic filter tank and the sludge concentration storage tank. Was injected.

【0055】[0055]

【数9】256.5m3×0.1= 25.65m3 [Equation 9] 256.5m 3 × 0.1 = 25.65m 3

【0056】となり、1時間当たりの通水量は、The amount of water flow per hour is

【0057】[0057]

【数10】25.65m3÷24h= 1.06875m3/h[Equation 10] 25.65m 3 ÷ 24h = 1.06875m 3 / h

【0058】となる。ここで、高機能性セラミックボー
ル処理槽5に試料1,試料2,試料3,試料4をを入れ
て、処理槽5でのphの値と、消毒槽を通過した処理水の
臭いの官能試験の結果を表2から表5に示す。なお、臭
いの官能試験は通常の成人男子5人が臭いを感じたか否
かを判定し2〜4人が感じた場合を△とし、5人が感じ
た場合を×とし、1人あるいは全員が感じなかった場合
を○で表示した。
Is as follows. Here, sample 1, sample 2, sample 3, and sample 4 were put into the high-performance ceramic ball processing tank 5, and the sensory test of the ph value in the processing tank 5 and the smell of the processing water passed through the disinfection tank were performed. Are shown in Tables 2 to 5. In addition, the sensory test of smell is judged whether or not five normal males felt the smell, and 2 to 4 people felt it, and 5 people felt it. The case where it was not felt was indicated by ○.

【0059】[0059]

【表2】 試料1 15Kg 20Kg 25Kg 30Kg 35Kg 40Kg (アルカリ成分約12%) pH 5.9 6.2 6.4 6.7 6.9 7.1 臭い △ △ ○ ○ ○ ○[Table 2] Sample 1 15Kg 20Kg 25Kg 30Kg 35Kg 40Kg (alkaline component about 12%) pH 5.9 6.2 6.4 6.7 6.9 6.9 7.1 Odor △ △ ○ ○ ○ ○

【0060】[0060]

【表3】 試料2 15Kg 20Kg 25Kg 30Kg 35Kg 40Kg (アルカリ成分約17%) pH 6.1 6.6 7.1 7.5 7.8 8.1 臭い △ ○ ○ ○ ○ ○[Table 3] Sample 2 15Kg 20Kg 25Kg 30Kg 35Kg 40Kg (alkaline component about 17%) pH 6.1 6.6 7.1 7.5 7.8 8.1 Odor △ ○ ○ ○ ○ ○

【0061】[0061]

【表4】 試料3 15Kg 20Kg 25Kg 30Kg 35Kg 40Kg (アルカリ成分約6%) pH 5.6 5.7 5.8 5.8 5.8 5.8 臭い × × × × × ×[Table 4] Sample 3 15Kg 20Kg 25Kg 30Kg 35Kg 40Kg (alkaline component about 6%) pH 5.6 5.7 5.8 5.8 5.8 5.8 5.8 Odor × × × × × ×

【0062】[0062]

【表5】 試料4 15Kg 20Kg 25Kg 30Kg 35Kg 40Kg (アルカリ成分約10%) pH 5.6 5.7 5.8 5.9 5.9 5.9 臭い × × × △ △ △[Table 5] Sample 4 15Kg 20Kg 25Kg 30Kg 35Kg 40Kg (alkaline component about 10%) pH 5.6 5.7 5.8 5.9 5.9 5.9 Odor × × × △ △ △

【0063】以上の結果から、上記の[実験条件]におい
て、アルカリ成分約10%以下の試料3および試料4で
はほとんど脱臭効果はなく、汚水に対して脱臭作用を得
るにはアルカリ成分が12%以上でpHが6.4以上である
ことが必要であり、試料1および試料2を多く用いれば
pHも上昇することが判る。
From the above results, under the above-mentioned [experiment conditions], Samples 3 and 4 having an alkali component of about 10% or less had almost no deodorizing effect, and the alkali component contained 12% to obtain a deodorizing effect on sewage. It is necessary that the pH is 6.4 or higher, and if many samples 1 and 2 are used,
It can be seen that the pH also increases.

【0064】[実験例2]農業集落における汚水流入量
は、実験例1と同様に、1日当たり、0.27m3/人の量と
設定されるから、例えば、950人の農業集落の汚水流入
量は、
[Experimental Example 2] The amount of inflow of sewage in an agricultural settlement is set at 0.27 m 3 / person / day, as in Experiment Example 1. Therefore, for example, the amount of inflow of sewage in an agricultural settlement of 950 people Is

【0065】[0065]

【数11】950人×0.27m3/人= 256.5m3 [Number 11] 950 people × 0.27m 3 / person = 256.5m 3

【0066】とし、試料1および試料2の高機能性セラ
ミックボールを25Kgを使用し、高機能性セラミックボー
ル処理槽5への通水量は、汚水流入量の7%、8%、9
%、10%、12%、15%に設定して、他の条件は[実
験例1]と同様とし、臭いの官能試験も同様とした。そ
の官能試験結果が次の表6、表7である。
Using 25 kg of the high-performance ceramic balls of Samples 1 and 2, the amount of water flowing into the high-performance ceramic ball treatment tank 5 was 7%, 8%, 9% of the inflow of sewage.
%, 10%, 12%, and 15%, and the other conditions were the same as those in [Experimental Example 1], and the odor sensory test was also the same. The results of the sensory test are shown in Tables 6 and 7 below.

【0067】[0067]

【表6】 試料1 7% 8% 9% 10% 12% 15% 18% 20%(アルカリ成分約12%) pH 5.9 6.2 6.4 6.5 6.6 6.7 6.7 6.7 臭い × △ ○ ○ ○ ○ ○ ○[Table 6] Sample 1 7% 8% 9% 10% 12% 15% 18% 20% (alkaline component about 12%) pH 5.9 6.2 6.4 6.5 6.6 6.7 6.7 6.7 odor × △ ○ ○ ○ ○ ○ ○

【0068】[0068]

【表7】 試料2 7% 8% 9% 10% 12% 15% 18% 20%(アルカリ成分約17%) pH 6.1 6.4 6.6 6.7 6.8 6.9 6.9 7.0 臭い △ ○ ○ ○ ○ ○ ○ ○ [Table 7] Sample 2 7% 8% 9% 10% 12% 15% 18% 20% (about 17% of alkaline component) pH 6.1 6.4 6.6 6.7 6.8 6.9 6.9 7.0 7.0 Odor △ ○ ○ ○ ○ ○ ○ ○

【0069】以上の結果から、試料1および試料2の高
機能性セラミックボール処を使用した場合は、汚水に対
して脱臭作用を得るには、少なくとも流入汚水量の9%
以上の消毒槽を通過した処理水が必要である。また、15
%以上でpHの上昇は鈍くなり、費用対効果からすると、
消毒槽を通過した処理水は、好ましくは流入汚水量の9
〜15%がよい。また、上記の処理水は、異物が混入して
いない普通の水であればよく、図1において沈澱槽31
の処理水でもよく、費用は高価であるが上水でもよいこ
とは勿論である。
From the above results, when the high-performance ceramic balls of Samples 1 and 2 were used, at least 9% of the amount of inflowed sewage was required to obtain a deodorizing effect on sewage.
The treated water that has passed through the above disinfection tank is required. Also, 15
%, The increase in pH slows down, and from a cost-effective perspective,
The treated water that has passed through the disinfection tank is preferably
~ 15% is good. Further, the above-mentioned treated water may be ordinary water containing no foreign matter, and in FIG.
Of course, the treated water may be expensive, but the cost is high, but it goes without saying that clean water may be used.

【0070】次に、高機能性セラミックボール処理槽で
の処理水における、嫌気性ろ床槽の注入量にについて述
べる。この場合、高機能性セラミックボール処理槽5へ
の通水量は、汚水流入量の9%に相当する量を流入部1
2に注入し、嫌気性ろ床槽23a,23b,23cへの注入量は、
汚水流入量に対して表8、表9のように0.3〜2.5%の量
を連続的に注入した。
Next, the injection amount of the anaerobic filter tank in the treated water in the high-performance ceramic ball processing tank will be described. In this case, the amount of water flowing into the high-performance ceramic ball processing tank 5 is set to an amount equivalent to 9% of the inflow of sewage into the inflow section 1.
2 and the amount of injection into the anaerobic filter tanks 23a, 23b, 23c is as follows:
As shown in Tables 8 and 9, the amount of 0.3 to 2.5% of the wastewater inflow was continuously injected.

【0071】[0071]

【表8】 試料1 0.0% 0.3% 0.5% 1.0% 1.5% 2.0% 2.5% (pH6.4) 臭い △ △ ○ ○ ○ ○ ○[Table 8] Sample 1 0.0% 0.3% 0.5% 1.0% 1.5% 2.0% 2.5% (pH 6.4) Odor △ △ ○ ○ ○ ○ ○

【0072】[0072]

【表9】 試料2 0.0% 0.3% 0.5% 1.0% 1.5% 2.0% 2.5% (pH6.6) 臭い △ △ ○ ○ ○ ○ ○[Table 9] Sample 2 0.0% 0.3% 0.5% 1.0% 1.5% 2.0% 2.5% (pH6.6) Odor △ △ ○ ○ ○ ○ ○

【0073】上記の実施例では、高機能性セラミックボ
ール処理槽での処理水の0.5%以上を嫌気性ろ床槽に注
入すれば悪臭が完全に除かれる。また、1.5%以上にし
ても効果はほぼ同じであるので、好ましくはばっ気沈砂
槽への注入量は汚水流入量の0.5〜1.5%であることが望
ましい。このことは、嫌気性ろ床槽を用いた方式以外の
方式において、回分槽、沈殿分離槽、オキシデーション
ディッチ槽においてもほぼ同様な試験結果が得られた。
In the above embodiment, if 0.5% or more of the treatment water in the high-performance ceramic ball treatment tank is injected into the anaerobic filter bed tank, the odor is completely removed. Since the effect is almost the same even when 1.5% or more, the injection amount into the aeration sand tank is preferably 0.5 to 1.5% of the inflow of sewage. This means that, in a system other than the system using the anaerobic filter bed, almost the same test results were obtained in the batch tank, the sedimentation separation tank, and the oxidation ditch tank.

【0074】さらに、高機能性セラミックボール処理槽
での処理水における、嫌気性ろ床槽の注入量について述
べる。この場合、高機能性セラミックボール処理槽5へ
の通水量は、汚水流入量の9%に相当する量を流入部1
2に注入し、汚泥濃縮貯留槽25への注入量は汚水流入
量に対して表10、表11のように0.3〜2.5%の量を連
続的に注入し、汚泥濃縮貯留槽25での臭いの官能試験
を行った。
Further, the injection amount of the anaerobic filter tank in the treated water in the high-performance ceramic ball processing tank will be described. In this case, the amount of water flowing into the high-performance ceramic ball processing tank 5 is set to an amount equivalent to 9% of the inflow of sewage into the inflow section 1.
2 and the amount of injection into the sludge concentration storage tank 25 is continuously injected in an amount of 0.3 to 2.5% as shown in Tables 10 and 11 with respect to the amount of inflow of sewage, and the odor in the sludge concentration storage tank 25 is Was subjected to a sensory test.

【0075】[0075]

【表10】 試料1 0.0% 0.3% 0.5% 1.0% 1.5% 2.0% 2.5% (pH6.4) 臭い △ △ △ ○ ○ ○ ○[Table 10] Sample 1 0.0% 0.3% 0.5% 1.0% 1.5% 2.0% 2.5% (pH 6.4) Odor △ △ △ ○ ○ ○ ○

【0076】[0076]

【表11】 試料2 0.0% 0.3% 0.5% 1.0% 1.5% 2.0% 2.5% (pH6.6) 臭い △ △ △ ○ ○ ○ ○[Table 11] Sample 2 0.0% 0.3% 0.5% 1.0% 1.5% 2.0% 2.5% (pH 6.6) Odor △ △ △ ○ ○ ○ ○

【0077】上記の実施例では、高機能性セラミックボ
ール処理槽での処理水の1.0%以上を汚泥濃縮貯留槽2
5に注入すれば悪臭が完全に除かれる。また、2.0%以
上にしても効果はほぼ同じであるので、好ましくは汚泥
濃縮貯留槽25への注入量は汚水流入量の1.0〜2.0%で
あることが好ましい。このことは、嫌気性ろ床槽を用い
た方式以外の回分槽、沈殿分離槽、オキシデーションデ
ィッチ槽を用いた方式の汚泥濃縮貯留槽25においても
ほぼ同様な試験結果が得られ、また、汚泥濃縮貯留槽2
5に代えて汚泥濃縮槽25aとしても、ほぼ同様な試験結
果が得られた。
In the above embodiment, 1.0% or more of the treated water in the high-performance ceramic ball treatment tank is
Injection into 5 completely eliminates the odor. Since the effect is almost the same even when 2.0% or more, the injection amount into the sludge concentration storage tank 25 is preferably 1.0 to 2.0% of the wastewater inflow amount. This means that almost the same test results can be obtained in the sludge concentration and storage tank 25 using the batch tank, the sedimentation separation tank, and the oxidation ditch tank other than the system using the anaerobic filter tank. Concentration storage tank 2
Substantially the same test results were obtained when the sludge thickening tank 25a was used instead of 5.

【0078】なお、本発明の特徴を損なうものでなけれ
ば、上記の実施例に限定されるものでないことは勿論で
ある。
It is needless to say that the present invention is not limited to the above embodiment unless the characteristics of the present invention are impaired.

【0079】[0079]

【発明の効果】以上説明したように、本件の発明によれ
ば、高価な高機能性セラミックボールから脱臭に適する
高機能性セラミックボールを選択し、従来の汚水処理
に、本件発明の条件による高機能性セラミックボールを
使用しただけで効果的に脱臭作用を得ることができるも
のである。特に、請求項2,3,5,6に記載の発明によれ
ば、嫌気性ろ床槽等の脱臭槽に高機能性セラミックボー
ルでの処理液を比較的少量を注入することにより、より
効果的に脱臭作用を得ることができるものである。ま
た、汚水自体を変質させるので、処理施設が屋外で施設
全体を覆う設備がない場合でも、大型の攪拌装置等を使
用しなくても、効果的に汚水に対して脱臭作用を得るこ
とができるものである。
As described above, according to the present invention, a high-performance ceramic ball suitable for deodorization is selected from expensive high-performance ceramic balls, and the high-performance ceramic ball according to the conditions of the present invention can be used in conventional sewage treatment. The deodorizing effect can be effectively obtained only by using the functional ceramic balls. In particular, according to the invention described in claims 2, 3, 5, and 6, a relatively small amount of the treatment liquid with the high-performance ceramic ball is injected into a deodorization tank such as an anaerobic filter bed tank, whereby a more effective effect is obtained. A deodorizing effect can be obtained. In addition, since the sewage itself is altered, even if the treatment facility does not have a facility that covers the entire facility outdoors, a deodorizing effect can be effectively obtained for the sewage without using a large stirring device or the like. Things.

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

【図1】本件発明に使用するのに好適な嫌気性ろ床と接
触ばっ気を組み合わせた処理装置の1例のフローの概略
を示した図である。
FIG. 1 is a diagram schematically showing the flow of an example of a processing apparatus combining a anaerobic filter bed and contact aeration suitable for use in the present invention.

【図2】本件発明に使用するのに好適な回分式活性汚泥
方式の処理装置の1例のフローの概略を示した図であ
る。
FIG. 2 is a diagram schematically showing the flow of an example of a batch activated sludge type treatment apparatus suitable for use in the present invention.

【図3】本件発明に使用するのに好適な沈澱分離と接触
ばっ気を組み合わせた処理装置の1例フローの概略を示
した図である。
FIG. 3 is a diagram schematically showing an example of the flow of a processing apparatus combining precipitation separation and contact aeration suitable for use in the present invention.

【図4】本件発明に使用するのに好適なオキシデーショ
ンディッチ槽方式の処理装置の1例のフローの概略を示
した図である。
FIG. 4 is a view schematically showing a flow of an example of an oxidation ditch tank type processing apparatus suitable for use in the present invention.

【図5】本件発明の高性能セラミックボール処理槽の1
実施例の概略を説明する図である。
FIG. 5 shows a high performance ceramic ball processing tank of the present invention.
It is a figure explaining the outline of an example.

【図6】試料1の高性能セラミックボールのEPMAの
測定結果のグラフの図であり、図6の(A)は中心部、
(B)は中間部、(C)は表層部での測定結果のグラフ
の図である。
FIG. 6 is a graph of a result of EPMA measurement of a high-performance ceramic ball of Sample 1, and FIG.
(B) is a graph of a measurement result in an intermediate part, and (C) is a graph of a measurement result in a surface part.

【図7】試料2の高性能セラミックボールのEPMAの
測定結果のグラフの図であり、図7の(A)は中心部、
(B)は中間部、(C)は表層部での測定結果のグラフ
の図である。
FIG. 7 is a graph of a measurement result of EPMA of a high-performance ceramic ball of Sample 2; FIG.
(B) is a graph of a measurement result in an intermediate part, and (C) is a graph of a measurement result in a surface part.

【図8】本発明における、実施例の高機能性セラミック
ボールの処理によるpHの経日変化のグラフの図であ
る。
FIG. 8 is a graph of the change over time of pH due to the treatment of the high-performance ceramic ball of the example in the present invention.

【図9】本発明における、実施例の高機能性セラミック
ボールの処理後のpHに伴うCl2の存在分布を示すグ
ラフの図である。
FIG. 9 is a graph showing the distribution of Cl 2 according to the pH after the treatment of the high-performance ceramic ball of the example in the present invention.

【符号の説明】[Explanation of symbols]

11…管路 12…流入部 13…自動荒目スクリーン 14…ばっ気沈砂槽 15…ばっ気ブロア 16…沈砂排出ポンプ 17…原水ポンプ槽 18…原水ポンプ 19…流量調節槽 20…ポンプ 21…自動微細目スクリーン 22…汚水流量計 23a…嫌気性ろ床槽第1室 23b…嫌気性ろ床槽第2室 23c…嫌気性ろ床槽第3室 24…汚泥ポンプ 25…汚泥濃縮貯留槽 25a…汚泥濃縮槽(図2) 26…汚泥ポンプ 27…汚泥貯留槽 28a…接触ばっ気槽第1室 28b…接触ばっ気槽第2室 29…沈澱槽 30…汚泥引抜ポンプ 31…消毒器 32…消毒槽 34…回分槽 35…散水ポンプ槽 31…消毒器 32…消毒槽 34…回分槽(図2) 35…散水ポンプ槽(図2) 36…沈澱分離槽(図3) 37…接触ばっ気槽(図3) 38…オキシデーションディッチ槽(図4) 36…沈澱槽(図4) 5…高機能性セラミックボール処理槽 51…高機能性セラミックボール 52a,52b…処理室 53…注入部 54…送出部 55…供給ポンプ 55a,55b,55c…流量制御弁 56…塩素貯留装置 57…注入ポンプ 58a,58b…ボール栓 59…エアーベント弁 11… Pipe line 12… Inlet 13… Automatic coarse screen 14… Aeration sand tank 15… Aeration blower 16… Sand discharge pump 17… Raw water pump tank 18… Raw water pump 19… Flow control tank 20… Pump 21… Auto Fine screen 22 ... Sewage flow meter 23a ... Anaerobic filter tank 1st chamber 23b ... Anaerobic filter tank 2nd chamber 23c ... Anaerobic filter tank 3rd chamber 24 ... Sludge pump 25 ... Sludge concentration tank 25a ... Sludge thickening tank (Fig. 2) 26 ... Sludge pump 27 ... Sludge storage tank 28a ... Contact aeration tank first chamber 28b ... Contact aeration tank second chamber 29 ... Sedimentation tank 30 ... Sludge extraction pump 31 ... Disinfector 32 ... Disinfection Tank 34: Batch tank 35 ... Sprinkling pump tank 31 ... Disinfector 32 ... Disinfection tank 34 ... Batch tank (Fig. 2) 35 ... Sprinkling pump tank (Fig. 2) 36 ... Sedimentation separation tank (Fig. 3) 37 ... Contact aeration tank (Fig. 3) 38 ... Oxidation ditch tank (Fig. 4) 36 ... Precipitation tank (Fig. 4) 5 ... Highly functional ceramic ball processing tank 51 ... Highly functional ceramic Kkuboru 52a, 52 b ... processing chambers 53 ... injection portion 54 ... sending unit 55 ... feed pump 55a, 55b, 55c ... flow control valve 56 ... chlorine storage device 57 ... injection pumps 58a, 58b ... Ball plug 59 ... Air vent valve

【手続補正書】[Procedure amendment]

【提出日】平成11年3月2日[Submission date] March 2, 1999

【手続補正1】[Procedure amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】特許請求の範囲[Correction target item name] Claims

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【特許請求の範囲】[Claims]

【手続補正2】[Procedure amendment 2]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0003[Correction target item name] 0003

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0003】具体的な例としては、通気性嫌気性菌に代
謝産物を作らせ、これを排水の浄化に使用するものや、
また、特開平5-38498号公報に提示されているように、
下水やし尿等汚水に、エンザイム腐植粉体と同量の硫酸
第1鉄のような2価の鉄塩類を混合した腐植鉄塩類混合粉
体を当該汚水量の1万分の1以上加えるか、または、エン
ザイム腐植粉体の水抽出液に硫酸第1鉄のような2価の鉄
塩類を溶解させた腐植鉄錯体溶液を希釈して加えた後、
通気攪拌するか、希釈した過酸化水素水を注加して激し
く攪拌して臭気を酸化分解して、脱臭する方法が知られ
ている。
[0003] As a specific example, a metabolite produced by a gas-permeable anaerobic bacterium and used for purifying wastewater,
Also, as disclosed in JP-A-5-38498 ,
To sewage such as sewage and human urine, add humus iron salt mixed powder obtained by mixing divalent iron salts such as ferrous sulfate in the same amount as enzyme humus powder, at least 1 / 10,000 of the amount of sewage, or After diluting a humus iron complex solution in which divalent iron salts such as ferrous sulfate are dissolved in an aqueous extract of the enzyme humus powder,
A method is known in which aeration is performed by stirring, or a diluted hydrogen peroxide solution is poured and vigorously stirred to oxidatively decompose odors and deodorize.

【手続補正3】[Procedure amendment 3]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0005[Correction target item name] 0005

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0005】[0005]

【発明が解決しようとする課題】しかしながら、通気性
嫌気性菌に代謝産物を作らせる方法は、代謝物の含有量
が安定しない等の問題があり、硫酸第1鉄のような2価の
鉄塩類や過酸化水素水を使用する上記の特開平5-38498
号公報の方法は、これらの薬剤の扱いがやっかいである
ばかりでなく、大がかりな攪拌装置を必要とする等の問
題があった。
However, the method of producing metabolites by aerobically anaerobic bacteria has a problem in that the metabolite content is not stable, and the method of producing divalent iron such as ferrous sulfate. The above-mentioned JP-A-5-38498 using salts or aqueous hydrogen peroxide
The method disclosed in Japanese Patent Application Laid-Open Publication No. H10-15095 has problems that not only is the handling of these drugs troublesome, but also that a large-scale stirring device is required.

【手続補正4】[Procedure amendment 4]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0016[Correction target item name] 0016

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0016】上記ばっ気沈砂槽14の上澄み液はばっ気
沈砂槽14に隣接した原水ポンプ槽17に流入し、大き
な混入物および土砂を取り除いた原水ポンプ槽14の汚
水はポンプ18により流量調節槽19に移送される。次
に、流量調節槽19からの汚水は、流入汚水中の小さな
混合物を除去するために自動微細目スクリーン21(1mm
〜2.5mmの巾のスリット)を通してから、汚水流量計22
で流量を計測しつつ、ポンプ20で汚水の変動を緩和し
て汚水流量を一定にして、その後の汚水の均質・均等を
図って、嫌気性ろ床槽群23の嫌気性ろ床槽第1室23a
に移送される。
The supernatant liquid of the aerated sedimentation tank 14 flows into a raw water pump tank 17 adjacent to the aerated sedimentation tank 14, and the sewage of the raw water pump tank 14 from which large contaminants and soil have been removed is pumped by a pump 18. Transferred to 19. Next, the sewage from the flow control tank 19 is fed to an automatic fine screen 21 (1 mm) to remove a small mixture in the inflow sewage.
Through a slit with a width of ~ 2.5 mm)
The anaerobic filter tank group 23 of the anaerobic filter tank group 23 is designed to make the sewage flow rate constant by reducing the fluctuation of the sewage by the pump 20 while maintaining the sewage flow rate constant. Room 23a
Is transferred to

【手続補正5】[Procedure amendment 5]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0017[Correction target item name] 0017

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0017】上記嫌気性ろ床槽第1室23aに続いて、汚
水は順次、嫌気性ろ床槽第2室23bから嫌気性ろ床槽第
室23cに移送される。これらの嫌気性ろ床槽は、流入
汚水中の固形物等の沈澱分離と、接触材に生育した嫌気
性菌の動きにより汚水中の汚濁物質を除去することが主
な役割であるが、好気性生物反応槽からの返送水中の硝
酸性窒素、亜硝酸性窒素を窒素ガス化する脱窒素槽とし
ての働きや、汚泥の消化による減量化する生物反応槽で
もある。また、嫌気性ろ床槽の底に溜まった汚泥は汚泥
ポンプ24により引き抜かれ、汚泥濃縮貯留槽25に移
送される。なお、上記の汚泥濃縮貯留槽25に代えて、
常時沈殿物を取り除いて汚泥濃縮機能だけを有する汚泥
濃縮槽にしてもよい。
Following the anaerobic filter tank first chamber 23a, the sewage sequentially flows from the anaerobic filter tank second chamber 23b to the anaerobic filter tank first.
It is transferred to the third room 23c. These anaerobic filter tanks mainly play a role of sedimentation and separation of solids and the like in the inflowing sewage and removal of pollutants in the sewage by the movement of anaerobic bacteria grown on the contact material. It also functions as a denitrification tank that converts nitrate nitrogen and nitrite nitrogen in the return water from the gaseous biological reaction tank into nitrogen gas, and a biological reaction tank that reduces the amount of sludge by digestion. The sludge collected at the bottom of the anaerobic filter tank is drawn out by a sludge pump 24 and transferred to a sludge concentration storage tank 25. In addition, instead of the above-mentioned sludge concentration storage tank 25,
A sludge thickening tank having only a sludge thickening function by constantly removing the sediment may be used.

【手続補正6】[Procedure amendment 6]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0030[Correction target item name] 0030

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0030】そして、高機能性セラミックボール処理槽
5には、流入汚水量の9%に当たる量のきれいな処理水
を消毒槽32から供給するとともに、遊離塩素の塩素注
入装置よりに塩素(Cl2)を処理水で0.5〜2.0PPMになるよ
うに供給し、結果として、後述するように、処理後の水
溶液のpHを6.4以上に上昇させることが必要である。
The high-performance ceramic ball processing tank 5 is supplied with clean treated water equivalent to 9% of the amount of inflowed sewage from the disinfecting tank 32, and is supplied with chlorine (Cl 2 ) from a chlorine injection device for free chlorine. Must be supplied with treated water to a concentration of 0.5 to 2.0 PPM. As a result, it is necessary to raise the pH of the treated aqueous solution to 6.4 or more, as described later.

【手続補正7】[Procedure amendment 7]

【補正対象書類名】図面[Document name to be amended] Drawing

【補正対象項目名】図1[Correction target item name] Fig. 1

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【図1】 FIG.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI C02F 1/00 ZAB C02F 1/00 ZABF 3/14 3/14 3/30 3/30 B 11/00 11/00 F ──────────────────────────────────────────────────の Continued on the front page (51) Int.Cl. 6 Identification code FI C02F 1/00 ZAB C02F 1/00 ZABF 3/14 3/14 3/30 3/30 B 11/00 11/00 F

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】汚水を、最初に流入部に注入し、次に嫌気
性ろ床槽、回分槽、沈殿分離槽、オキシデーションディ
ッチ槽のいずれかを通過させ、最後に消毒槽を通過させ
て、脱臭、減菌する排水処理用脱臭方法において、シリ
カ(SiO2)およびアルミナ(Al23)を骨格として、ア
ルカリ金属あるいはアルカリ土類金属の含有量の総和が
12%以上で、該アルカリ金属あるいはアルカリ土類金属
は前記骨格の隙間に担持された高機能性セラミックボー
ルであり、流入汚水量の9%以上の通常の水と塩素とを
前記高機能性セラミックボールに接触注入させて、pHを
6.4以上に上昇させて酸化作用を有する水溶液とし、流
入部に注入することを特徴する汚水処理用脱臭方法。
The wastewater is first injected into the inflow section, then passed through an anaerobic filter tank, batch tank, sedimentation separation tank, oxidation ditch tank, and finally through a disinfection tank. In the deodorizing method for wastewater treatment, which deodorizes and sterilizes, the total content of alkali metals or alkaline earth metals is based on silica (SiO 2 ) and alumina (Al 2 O 3 ).
At least 12% of the alkali metal or alkaline earth metal is a high-performance ceramic ball supported in the gaps of the skeleton, and normal water and chlorine of 9% or more of the amount of inflowed sewage are mixed with the high-performance ceramic ball. Inject contact into the ball and adjust the pH
A deodorizing method for sewage treatment, comprising raising an aqueous solution having an oxidizing action by raising it to 6.4 or more and injecting it into an inflow portion.
【請求項2】汚水を、最初に流入部に注入し、次に嫌気
性ろ床槽、回分槽、沈殿分離槽、オキシデーションディ
ッチ槽のいずれかを通過させ、最後に消毒槽を通過させ
て、脱臭、減菌する排水処理用脱臭方法において、シリ
カ(SiO2)およびアルミナ(Al23)を骨格として、ア
ルカリ金属あるいはアルカリ土類金属の含有量の総和が
12%以上で、該アルカリ金属あるいはアルカリ土類金属
は前記骨格の隙間に担持された高機能性セラミックボー
ルであり、流入汚水量の9%以上の通常の水と塩素とを
前記高機能性セラミックボールに接触注入させて、pHを
6.4以上に上昇させて酸化作用を有する水溶液とし、該
水溶液を流入部と、少なくとも嫌気性ろ床槽、回分槽、
沈殿分離槽、オキシデーションディッチ槽のいずれかに
注入することを特徴する汚水処理用脱臭方法。
2. The sewage is first injected into the inflow section, then passed through an anaerobic filter tank, batch tank, sedimentation tank, oxidation ditch tank, and finally through a disinfection tank. In the deodorizing method for wastewater treatment, which deodorizes and sterilizes, the total content of alkali metals or alkaline earth metals is based on silica (SiO 2 ) and alumina (Al 2 O 3 ).
At least 12% of the alkali metal or alkaline earth metal is a high-performance ceramic ball supported in the gaps of the skeleton, and normal water and chlorine of 9% or more of the amount of inflowed sewage are mixed with the high-performance ceramic ball. Inject contact into the ball and adjust the pH
6.4 to raise the aqueous solution having an oxidizing effect, the aqueous solution and the inflow portion, at least anaerobic filter tank, batch tank,
A deodorizing method for sewage treatment, characterized by injecting into a sedimentation separation tank or an oxidation ditch tank.
【請求項3】汚水を、最初に流入部に注入し、次に嫌気
性ろ床槽、回分槽、沈殿分離槽、オキシデーションディ
ッチ槽のいずれかを通過させ、最後に消毒槽を通過させ
て、脱臭、減菌するとともに、嫌気性ろ床槽、回分槽、
沈殿分離槽、オキシデーションディッチ槽に沈澱した汚
泥を引抜いて汚泥濃縮槽あるいは汚泥濃縮貯留槽に貯留
させる排水処理用脱臭方法において、シリカ(SiO2)お
よびアルミナ(Al23)を骨格として、アルカリ金属あ
るいはアルカリ土類金属の含有量の総和が12%以上で、
該アルカリ金属あるいはアルカリ土類金属は前記骨格の
隙間に担持された高機能性セラミックボールであり、流
入汚水量の9%以上の通常の水と塩素とを前記高機能性
セラミックボールに接触注入させて、pHを6.4以上に上
昇させて酸化作用を有する水溶液とし、該水溶液を流入
部と、少なくとも汚泥濃縮槽あるいは汚泥濃縮貯留槽と
に注入することを特徴する汚水処理用脱臭方法。
3. The sewage is first injected into an inflow portion, then passed through an anaerobic filter tank, a batch tank, a sedimentation separation tank, or an oxidation ditch tank, and finally passed through a disinfection tank. , Deodorization, sterilization, anaerobic filter tank, batch tank,
In a sedimentation separation tank, a deodorization method for drainage treatment in which sludge precipitated in an oxidation ditch tank is drawn out and stored in a sludge concentration tank or a sludge concentration storage tank, silica (SiO 2 ) and alumina (Al 2 O 3 ) are used as a skeleton. When the total content of alkali metals or alkaline earth metals is 12% or more,
The alkali metal or alkaline earth metal is a high-performance ceramic ball supported in the gap of the skeleton, and normal water and chlorine of 9% or more of the amount of inflowing sewage are contact-injected into the high-performance ceramic ball. And increasing the pH to 6.4 or more to form an aqueous solution having an oxidizing effect, and injecting the aqueous solution into the inflow portion and at least into the sludge concentration tank or the sludge concentration storage tank.
【請求項4】汚水を、最初に流入部に注入し、次に嫌気
性ろ床槽、回分槽、沈殿分離槽、オキシデーションディ
ッチ槽のいずれかを通過させ、最後に消毒槽を通過させ
て、脱臭、減菌する排水処理用脱臭装置において、シリ
カ(SiO2)およびアルミナ(Al23)を骨格として、ア
ルカリ金属あるいはアルカリ土類金属の含有量の総和が
12%以上で、該アルカリ金属あるいはアルカリ土類金属
は前記骨格の隙間に担持された高機能性セラミックボー
ルであり、流入汚水量の9%以上の通常の水と塩素とを
前記高機能性セラミックボールに接触注入させて、pHを
6.4以上に上昇させて酸化作用を有する水溶液とし、該
水溶液を流入部に注入する注入装置を具備することを特
徴する汚水処理用脱臭装置。
4. The sewage is first injected into the inflow section, then passed through an anaerobic filter tank, batch tank, sedimentation separation tank, oxidation ditch tank, and finally through a disinfection tank. In a deodorizing apparatus for wastewater treatment, which deodorizes and sterilizes, the total content of alkali metals or alkaline earth metals is based on silica (SiO 2 ) and alumina (Al 2 O 3 ).
At least 12% of the alkali metal or alkaline earth metal is a high-performance ceramic ball supported in the gaps of the skeleton, and normal water and chlorine of 9% or more of the amount of inflowed sewage are mixed with the high-performance ceramic ball. Inject contact into the ball and adjust the pH
A deodorizing device for sewage treatment, comprising: an injection device for raising an aqueous solution having an oxidizing action by raising the aqueous solution to 6.4 or more, and injecting the aqueous solution into an inflow portion.
【請求項5】汚水を、最初に流入部に注入し、次に嫌気
性ろ床槽、回分槽、沈殿分離槽、オキシデーションディ
ッチ槽のいずれかを通過させ、最後に消毒槽を通過させ
て、脱臭、減菌する排水処理用脱臭装置において、シリ
カ(SiO2)およびアルミナ(Al23)を骨格として、ア
ルカリ金属あるいはアルカリ土類金属の含有量の総和が
12%以上であり、該アルカリ金属あるいはアルカリ土類
金属は前記骨格の隙間に担持された高機能性セラミック
ボールを挿入した高機能性セラミックボール処理槽に、
水流入汚水量の9%以上の通常の水と塩素注入装置より
塩素とを前記高機能性セラミックボールに接触注入し
て、pHを6.4以上に上昇させて酸化作用を有する水溶液
とし、該水溶液を流入部と、少なくとも嫌気性ろ床槽、
回分槽、沈殿分離槽、オキシデーションディッチ槽のい
ずれかに注入する注入装置を具備することを特徴する汚
水処理用脱臭装置。
5. The sewage is first injected into an inflow portion, then passed through an anaerobic filter tank, a batch tank, a sedimentation separation tank, or an oxidation ditch tank, and finally passed through a disinfection tank. In a deodorizing apparatus for wastewater treatment, which deodorizes and sterilizes, the total content of alkali metals or alkaline earth metals is based on silica (SiO 2 ) and alumina (Al 2 O 3 ).
12% or more, the alkali metal or alkaline earth metal is placed in a high-performance ceramic ball processing tank into which a high-performance ceramic ball supported in the gap of the skeleton is inserted,
Normal water of 9% or more of water inflowing sewage and chlorine from the chlorine injection device are contact-injected into the high-performance ceramic ball to raise the pH to 6.4 or more to form an aqueous solution having an oxidizing action, and An inflow part, at least an anaerobic filter tank,
A deodorizer for sewage treatment, comprising an injection device for injecting into any of a batch tank, a sedimentation separation tank, and an oxidation ditch tank.
【請求項6】汚水を、最初に流入部に注入し、次に嫌気
性ろ床槽、回分槽、沈殿分離槽、オキシデーションディ
ッチ槽のいずれかを通過させ、最後に消毒槽を通過させ
て、脱臭、減菌するとともに、嫌気性ろ床槽、回分槽、
沈殿分離槽、オキシデーションディッチ槽に沈澱した汚
泥を引抜いて汚泥濃縮槽あるいは汚泥濃縮貯留槽に貯留
させる排水処理用脱臭装置において、シリカ(SiO2)お
よびアルミナ(Al23)を骨格として、アルカリ金属あ
るいはアルカリ土類金属の含有量の総和が12%以上で、
該アルカリ金属あるいはアルカリ土類金属は前記骨格の
隙間に担持された高機能性セラミックボールを挿入した
高機能性セラミックボール処理槽に、流入汚水量の9%
以上の通常の水と塩素とを前記高機能性セラミックボー
ルに接触注入して、pHを6.4以上に上昇させて酸化作用
を有する水溶液とし、該水溶液を流入部と、少なくとも
汚泥濃縮槽あるいは汚泥濃縮貯留槽とに注入する注入装
置を具備することを特徴する汚水処理用脱臭装置。
6. The sewage is first injected into the inflow section, then passed through an anaerobic filter tank, batch tank, sedimentation tank, oxidation ditch tank, and finally through a disinfection tank. , Deodorization, sterilization, anaerobic filter tank, batch tank,
In a sedimentation separation tank, a deodorizer for wastewater treatment in which sludge precipitated in an oxidation ditch tank is drawn out and stored in a sludge concentration tank or a sludge concentration storage tank, silica (SiO 2 ) and alumina (Al 2 O 3 ) are used as a skeleton. When the total content of alkali metals or alkaline earth metals is 12% or more,
The alkali metal or alkaline earth metal is introduced into a high-performance ceramic ball treatment tank into which a high-performance ceramic ball held in the gap of the skeleton is inserted, and 9% of the amount of sewage flowing into the tank is treated.
The above normal water and chlorine are contact-injected into the high-performance ceramic ball to raise the pH to 6.4 or more to obtain an aqueous solution having an oxidizing effect, and the aqueous solution is inflowed into at least a sludge thickening tank or sludge thickener. A deodorizing device for sewage treatment, comprising an injection device for injecting into a storage tank.
JP10139028A 1998-05-20 1998-05-20 Deodorizing method and apparatus for sewage treatment Expired - Fee Related JP2971444B1 (en)

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JP10139028A JP2971444B1 (en) 1998-05-20 1998-05-20 Deodorizing method and apparatus for sewage treatment

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JPH11319845A true JPH11319845A (en) 1999-11-24

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104291534A (en) * 2014-10-28 2015-01-21 温玉友 Urban sewage treatment device and method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104445806A (en) * 2014-10-28 2015-03-25 温玉友 Sewage treatment device and treatment method for sewage plant

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104291534A (en) * 2014-10-28 2015-01-21 温玉友 Urban sewage treatment device and method

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