JPS6265792A - Biological treatment of water containing trace organic material - Google Patents

Biological treatment of water containing trace organic material

Info

Publication number
JPS6265792A
JPS6265792A JP60206004A JP20600485A JPS6265792A JP S6265792 A JPS6265792 A JP S6265792A JP 60206004 A JP60206004 A JP 60206004A JP 20600485 A JP20600485 A JP 20600485A JP S6265792 A JPS6265792 A JP S6265792A
Authority
JP
Japan
Prior art keywords
water
biological treatment
org
trace
contg
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
JP60206004A
Other languages
Japanese (ja)
Other versions
JPH0128637B2 (en
Inventor
Masahide Shibata
雅秀 柴田
Arimasa Miyaji
宮地 有正
Kanji Nakamura
寛治 中村
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.)
Kurita Water Industries Ltd
Original Assignee
Kurita Water Industries Ltd
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 Kurita Water Industries Ltd filed Critical Kurita Water Industries Ltd
Priority to JP60206004A priority Critical patent/JPS6265792A/en
Publication of JPS6265792A publication Critical patent/JPS6265792A/en
Publication of JPH0128637B2 publication Critical patent/JPH0128637B2/ja
Granted 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

PURPOSE:To permit the effective biological treatment of water contg. trace org. materials at a low treatment cost by utilizing the dissolved oxygen of the water contg. trace org. materials as the oxygen necessary for making the biological treatment. CONSTITUTION:The dissolved oxygen of the water contg. trace org. materials is utilized as the oxygen necessary for making the biological treatment in a method for making the aerobic biological treatment in a bioreaction tank 1 contg. living thing fixing means2 contg. trace org. materals. Municipal supply water, water recovered from a semiconductor plant, etc. having <=5mg/l TOC concn., for example, 2-5mg/l TOC cocn. or below are used as the water contg. trace org. materials. The water contg. trace org. materials is aerobically and biologically treated without aeration in this method and since there is no need for an aeration stage, running cost is reduced and the installation is simplified. The effective biological treatment of the water contg. trace org. materials at the low treatment cost is thus possible.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は微量有機物含有水の生物学的処理方法に係り、
特に純水や超純水の製造設備に適用するに好適な微量有
機物含有水の生物学的処理方法に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a biological treatment method for water containing trace amounts of organic matter.
In particular, the present invention relates to a biological treatment method for water containing trace amounts of organic matter, which is suitable for application to facilities for producing pure water or ultrapure water.

[先行技術] LSIやfiLsIの製造においては、多量の純水や超
純水が用いられている。超純水は理論純水(H2Oのみ
からなる水)の比抵抗18.24MΩ・Cmに極めて近
く、17〜18MΩ*cmの比抵抗を有する純水である
。このような超純水や純水のような貧栄養の水中におい
ても、微生物は極めて微量ではあるが存在し、純水中に
PPbオーダーでも有機物質が存在すると、微生物は増
殖して、RO装置等の純水製造装置にトラブルが生じる
原因となる。
[Prior Art] In the production of LSI and fiLsI, large amounts of pure water and ultrapure water are used. Ultrapure water is pure water having a specific resistance of 17 to 18 MΩ*cm, which is extremely close to the specific resistance of theoretically pure water (water consisting only of H2O), which is 18.24 MΩ·Cm. Even in oligotrophic water such as ultrapure water or pure water, microorganisms exist, albeit in very small amounts.If organic substances, even on the order of PPb, are present in pure water, microorganisms will proliferate, causing RO equipment This may cause trouble in other pure water production equipment.

本出願人は、先に、電子工業等で用いられる超純水のよ
うに、極めて微量の有機物を含有する水中の微生物の増
殖を抑制する方法として、生物固定手段を内蔵した生物
反応槽で生物学的に処理することにより、水中のリン成
分を除去してリン欠乏水とする方法を見い出し、特許出
願した(特願昭59−231737、以下、「先願工」
という、)。
The present applicant previously developed a method for suppressing the growth of microorganisms in water containing extremely small amounts of organic matter, such as ultrapure water used in the electronics industry, etc., by using a biological reaction tank with built-in biological fixation means. He discovered a method of chemically treating water to remove phosphorus components and make it phosphorus-deficient water, and filed a patent application (Japanese Patent Application No. 59-231737, hereinafter referred to as "Saiken Ko").
).

また、本出願人は、やはり微量有機物を含有する水中の
微生物の増殖による問題を解決する超純水製造装置とし
て、膜処理装置及びイオン交換塔を有する超純水製造装
置において、更に、微量のエネルギー源及び/又は栄養
源の存在のもとに生物処理する生物反応槽と、この生物
反応槽で増殖した菌体を分離・除去するための菌体分離
器とからなる生物処理手段を付加した超純水製造装置に
ついて、先に特許出願した(特願昭59−231738
、以下「先願■」という。)。
In addition, the present applicant has also developed an ultrapure water production device having a membrane treatment device and an ion exchange tower, which solves the problem caused by the proliferation of microorganisms in water containing trace amounts of organic matter. Added biological treatment means consisting of a biological reaction tank for biological treatment in the presence of an energy source and/or nutrient source, and a bacterial cell separator for separating and removing bacterial cells grown in this biological reaction tank. A patent application was previously filed for an ultrapure water production device (Japanese patent application No. 59-231738).
, hereinafter referred to as "first application ■". ).

上記先願工及び先願■に開示される、微量有機物を含有
する水を貧栄養細菌により処理する方法は、処理効率が
高く、従来より一般に行なわれている紫外線酸化法に比
しランニングコストが低く、極めて有効な処理方法であ
る。
The method of treating water containing trace amounts of organic matter with oligotrophic bacteria, which is disclosed in the above-mentioned prior application and prior application (■), has high treatment efficiency and lower running costs than the conventional ultraviolet oxidation method. This is a low and extremely effective treatment method.

〔発明が解決しようとする問題点] ところで、一般に原水を好気的に生物処理する場合にお
いては、原水中に含有される有機物を分解するために、
空気(酸素)の供給は不可欠である0例えば、活性汚泥
法では、通常、空気を供給するための曝気工程が設けら
れている。
[Problems to be solved by the invention] Generally, when raw water is subjected to aerobic biological treatment, in order to decompose organic matter contained in the raw water,
Supply of air (oxygen) is essential. For example, in activated sludge methods, an aeration step is usually provided to supply air.

しかしながら、好気性生物処理において、その装置のラ
ンニングコストの約1/3は曝気装置のブロワ等の動力
費に占められており、曝気工程の存在が処理コス1を増
大させる要因となっていた。
However, in aerobic biological treatment, about 1/3 of the running cost of the equipment is accounted for by power costs such as the blower of the aeration equipment, and the existence of the aeration process has been a factor that increases the treatment cost.

[問題点を解決するための手段] 本発明者らは、このような好気性生物処理における曝気
処理について鋭意研究を重ねた結果、微量有機物を含有
する水を好気性生物処理する場合には、従来のように曝
気処理を行なうことなく処理できることを見い出し1本
発明に到達した。
[Means for Solving the Problems] As a result of extensive research into aeration treatment in such aerobic biological treatment, the present inventors found that when water containing trace amounts of organic matter is subjected to aerobic biological treatment, The present invention was achieved by discovering that the treatment can be carried out without aeration treatment as in conventional methods.

即ち、好気性生物処理法により、TOC濃度が5 m 
g 7文以下の水1例えばrocg度2〜5mg/lの
水道水、半導体工場回収水等を処理する場合においては
、水中の溶存酸素量が十分に飽和値に近いことから、曝
気により酸素を供給する必要はないのである。
That is, the TOC concentration was reduced to 5 m by the aerobic biological treatment method.
Water with a weight of 7 sentences or less 1 For example, when treating tap water with a ROCG degree of 2 to 5 mg/l, semiconductor factory recovered water, etc., the amount of dissolved oxygen in the water is sufficiently close to the saturation value, so it is necessary to remove oxygen by aeration. There is no need to supply it.

このようなことから、本発明においては、at有機物を
含む水を生物固定手段を内蔵した生物反応槽で好気的に
生物学的処理する方法において、生物学的処理するに必
要な酸素として微量有機物を含む水の溶存酸素を利用す
るようにした。
For this reason, in the present invention, in the method of aerobically biologically treating water containing organic matter in a biological reaction tank equipped with biological fixation means, a trace amount of oxygen is required for biological treatment. The system uses dissolved oxygen in water containing organic matter.

以下に本発明の詳細な説明する。The present invention will be explained in detail below.

本発明において、処理する微量有機物含有水としては、
To Ci1度5 m g / n以下、例えばroc
B度2〜5 m g / l、あるいはそれ以下の水道
水、半導体工場回収水等が挙げられる。
In the present invention, the trace organic matter-containing water to be treated includes:
To Ci1 degree 5 mg/n or less, e.g. roc
Examples include tap water with a degree B of 2 to 5 mg/l or less, water recovered from a semiconductor factory, and the like.

このような低TOC濃度の原水は、生物処理により生成
する汚泥量が少ないため1通常の活性汚泥処理法のよう
な浮遊方式では、菌体を維持することができないので、
不適当である。このため、本発明においては、生物固定
手段を内蔵した生物反応槽を用い、固定床方式あるいは
流動床方式で処理を行なう。
Raw water with such a low TOC concentration produces a small amount of sludge through biological treatment, so it is not possible to maintain bacterial cells using a floating method such as the normal activated sludge treatment method.
It's inappropriate. For this reason, in the present invention, a biological reaction tank containing biological fixation means is used, and the treatment is carried out in a fixed bed system or a fluidized bed system.

一般に、TOC濃度が数mg/λ以下の微量有機物含有
水に生存する生物は貧栄養細菌である。
Generally, organisms that survive in water containing trace amounts of organic matter with a TOC concentration of several mg/λ or less are oligotrophic bacteria.

本発明においては、この貧栄養細菌が微量有機物含有水
中の溶存酸素により活性化され、極めて高い有機物処理
効果を発揮する。
In the present invention, these oligotrophic bacteria are activated by dissolved oxygen in water containing trace amounts of organic matter, and exhibit extremely high organic matter treatment effects.

なお、このような貧栄養細菌の具体的菌種としては、オ
リゴトロフィックバクテリア(Origotro−ph
、ic bacteria)等が好適である。オリゴト
ロフィックバクテリアは超純水のような極度にTOC濃
度の低い水中において成育する微生物であって、これを
用いることにより、処理水中のTOC濃度を50ppb
以下、例えば10〜工PPb以下程度に、リン又は窒素
濃度であればtoppb以下程度まで低減することが可
能となる。
In addition, as a specific bacterial species of such oligotrophic bacteria, oligotrophic bacteria (Origotrophic bacteria)
, ic bacteria), etc. are suitable. Oligotrophic bacteria are microorganisms that grow in water with extremely low TOC concentrations, such as ultrapure water, and by using them, the TOC concentration in treated water can be reduced to 50 ppb.
Hereinafter, for example, it is possible to reduce the concentration to about 10 to about PPb or less, and if it is a phosphorus or nitrogen concentration, to about toppb or less.

[作用] TOC濃度が低い水は、一般にほぼ飽和値の溶存酸素を
含有している。また、TOCの低い水は、これを好気的
に生物学的処理を行うに必要な酸素量も少量で足りる。
[Operation] Water with a low TOC concentration generally contains dissolved oxygen at approximately the saturation value. Furthermore, water with a low TOC requires only a small amount of oxygen to perform aerobic biological treatment.

本発明によれば、この溶存酸素を利用することにより、
曝気工程を設けることなく好気性生物処理を行なうこと
が可能となる。
According to the present invention, by utilizing this dissolved oxygen,
It becomes possible to perform aerobic biological treatment without providing an aeration process.

[実施例] 以下実施例を挙げて本発明を更に具体的に説明する。[Example] EXAMPLES The present invention will be described in more detail below with reference to Examples.

実施例1 第1図に示すように、充填剤2として粒径0.7mmの
粒状セラミ−/りを内蔵した流動床式生物反応槽lを用
い、無曝気にて、合成水(酢酸濃度的1 m g −C
/ l )の生物処理を行なった。
Example 1 As shown in Fig. 1, a fluidized bed biological reaction tank l containing granular ceramic acid with a particle size of 0.7 mm was used as the filler 2, and synthetic water (with a concentration of acetic acid) was used without aeration. 1 mg-C
/l) biological treatment was performed.

なお、第1図中、3は原水供給配管、4は処理水排出配
管、5は循環ラインである。
In addition, in FIG. 1, 3 is a raw water supply pipe, 4 is a treated water discharge pipe, and 5 is a circulation line.

その結果、第1表に示す如く、滞留時間(D。As a result, as shown in Table 1, the residence time (D.

T、)10分で流入水(合成水)中の酢酸は15gg−
C/Jl以下となり、はぼ完全に除去されたことが認め
られた。また、流入水中の溶存酸素(0,0,)は7 
、7 m g / L;Lから5.3mg/又に低下し
ており、好気性処理に費やされたことが認められた。
T,) In 10 minutes, the amount of acetic acid in the inflow water (synthetic water) is 15 gg-
C/Jl or less, and it was confirmed that the particles were almost completely removed. Also, the dissolved oxygen (0,0,) in the inflow water is 7
, 7 mg/L; decreased from 5.3 mg/L to 5.3 mg/L, indicating that the amount was spent on aerobic treatment.

@1表 本実施例からも明らかな通り、本発明によれば無曝気に
て好気性生物処理を行なうことができ、良好な水質の処
理水を得ることができる。
@1 Table As is clear from this example, according to the present invention, aerobic biological treatment can be performed without aeration, and treated water of good quality can be obtained.

[発明の効果〕 以上詳述した通り、本発明の方法は、微量有機物含有水
を無曝気にて好気性生物処理するものであり、曝気工程
が不要であることから、ブロワの動力費等がなくなり、
ランニングコストの低廉化、設備の簡素化を図ることが
できる。従って、本発明によれば、微量有機物含有水を
、極めて低い処理コストで効果的に生物処理することが
できろ。
[Effects of the Invention] As detailed above, the method of the present invention performs aerobic biological treatment of water containing trace amounts of organic matter without aeration, and since an aeration process is not required, power costs for blowers, etc. are reduced. gone,
It is possible to reduce running costs and simplify equipment. Therefore, according to the present invention, it is possible to effectively biologically treat water containing trace amounts of organic matter at extremely low treatment costs.

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

第1図は実施例1において用いた生物反応槽の構成を示
す図である。 l・・・生物反応槽、   2・・・充填材。
FIG. 1 is a diagram showing the configuration of the biological reaction tank used in Example 1. l...biological reaction tank, 2...filling material.

Claims (2)

【特許請求の範囲】[Claims] (1)微量有機物を含む水を生物固定手段を内蔵した生
物反応槽で好気的に生物学的処理する方法において、生
物学的処理するに必要な酸素として微量有機物を含む水
の溶存酸素を利用することを特徴とする微量有機物含有
水の生物学的処理方法。
(1) In a method of aerobically biologically treating water containing trace amounts of organic matter in a biological reaction tank with built-in biological fixation means, dissolved oxygen in water containing trace amounts of organic matter is used as the oxygen necessary for biological treatment. A biological treatment method for water containing trace amounts of organic matter.
(2)微量有機物含有水がTOC濃度5mg/l以下で
あることを特徴とする特許請求の範囲第1項に記載の方
法。
(2) The method according to claim 1, wherein the water containing trace organic matter has a TOC concentration of 5 mg/l or less.
JP60206004A 1985-09-18 1985-09-18 Biological treatment of water containing trace organic material Granted JPS6265792A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60206004A JPS6265792A (en) 1985-09-18 1985-09-18 Biological treatment of water containing trace organic material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60206004A JPS6265792A (en) 1985-09-18 1985-09-18 Biological treatment of water containing trace organic material

Publications (2)

Publication Number Publication Date
JPS6265792A true JPS6265792A (en) 1987-03-25
JPH0128637B2 JPH0128637B2 (en) 1989-06-05

Family

ID=16516313

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60206004A Granted JPS6265792A (en) 1985-09-18 1985-09-18 Biological treatment of water containing trace organic material

Country Status (1)

Country Link
JP (1) JPS6265792A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008009219A1 (en) 2008-02-06 2009-08-13 Christ Water Technology Ag Treatment of water with microorganisms

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6090096A (en) * 1983-10-21 1985-05-21 Kirin Brewery Co Ltd Preparation of deoxidized water

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6090096A (en) * 1983-10-21 1985-05-21 Kirin Brewery Co Ltd Preparation of deoxidized water

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008009219A1 (en) 2008-02-06 2009-08-13 Christ Water Technology Ag Treatment of water with microorganisms

Also Published As

Publication number Publication date
JPH0128637B2 (en) 1989-06-05

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