JP2004267830A - Method for treating biological treatment water-containing water - Google Patents

Method for treating biological treatment water-containing water Download PDF

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Publication number
JP2004267830A
JP2004267830A JP2003058719A JP2003058719A JP2004267830A JP 2004267830 A JP2004267830 A JP 2004267830A JP 2003058719 A JP2003058719 A JP 2003058719A JP 2003058719 A JP2003058719 A JP 2003058719A JP 2004267830 A JP2004267830 A JP 2004267830A
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Prior art keywords
water
flux
treatment
membrane
biologically treated
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JP2003058719A
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Japanese (ja)
Inventor
Nozomi Ikuno
望 育野
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Kurita Water Industries Ltd
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Kurita Water Industries Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To perform stable treatment over a long period of time by preventing the lowering of the flux of an RO membrane, in subjecting biological treatment water-containing water to RO treatment. <P>SOLUTION: The biological treatment water-containing water is adjusted to pH 4-6 to be filtered and the obtained filtered water is subjected to RO treatment. Since protein or the like causing the lowering of the flux of the RO membrane is easily flocculated in the vicinity of pH 4-6, a substance causing the lowering of the flux of the RO membrane such as protein or the like contained in the biological treatment water-containing water can be efficiently trapped and removed by a filter by passing the biological treatment water-containing water adjusted to pH 4-6 through the filter to suppress the lowering of the flux of the RO membrane. <P>COPYRIGHT: (C)2004,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、生物処理水を含有する水を逆浸透(RO)膜分離処理して浄化する方法に係り、特にRO膜の透過流束(フラックス)の低下を防止して安定な処理を行う生物処理水含有水の処理方法に関する。
【0002】
【従来の技術】
近年、環境基準・水質基準は厳しくなる傾向にあり、放流水についても高度に浄化することが望まれる。一方で、水不足解消の目的から、各種の排水を回収して再利用するためにも、高度な水処理が望まれている。
【0003】
このような状況において、逆浸透膜分離処理(以下「RO処理」と称す。)は、水中の不純物(イオン類,有機物,微粒子など)を効率的に除去することが可能であることから、近年、排水の二次処理に使用されるケースが多くなってきている。例えば、半導体製造プロセスから排出されるアセトン、イソプロピルアルコールなどを含む高濃度TOCないし低濃度TOC排水を回収して再利用する場合、これをまず生物処理してTOC成分を除去し、生物処理水をRO処理して浄化する方法が採用されている。
【0004】
従来、RO処理に用いられるRO膜としては、全芳香族架橋ポリアミド系複合膜(PA膜)や酢酸セルロース膜(CA膜)などが提供されている。また、RO処理においては、フラックスの低下を防止して安定処理を行うために、RO膜分離装置(以下、「RO装置」と略記する。)に供給する被処理水(給水)についての基準が設けられており、FI(Fouling Index)値4以下であることが望まれている。このFI値は、RO膜メーカーで定めたRO装置の給水の基準であり、FI値が小さいほど、膜への負荷が少なく、フラックスが低下し難いことを示す。
【0005】
従来のRO膜のうち、PA膜は被処理水中に含まれる界面活性剤や蛋白質等の微量のファウリング性物質の吸着により、膜が汚れ、急激にフラックスが低下するために、安定したRO処理を継続し得ないという欠点がある。CA膜はPA膜に比べて耐汚染性は良好であるが、脱塩率が悪く、また操作圧が高いといった問題がある。
【0006】
近年、膜表面の荷電をなくし、親水性を向上させることにより膜を汚れにくくしたRO膜(無荷電膜)が開発されたが、このような無荷電膜であっても、生物処理水のように蛋白質などの比較的粘着性の高い成分を多く含む水を処理する場合には、その耐汚れ性の効果は低く、やはり経時によりフラックスが低下するという問題がある。
【0007】
従って、生物処理水のRO処理では、蛋白質などの比較的粘着性の高いファウリング性物質を予め濾過して除去することが考えられるが、これらの物質は非常に小さく、凝集剤無添加では濾過器に捕捉されることなくRO装置に流入し、膜の目詰まりの要因となる。
【0008】
特に、生物処理処理工程においては生物分解の栄養剤としてリン含有薬剤を過剰に添加するケースが多く、そのため生物処理水中のリン濃度が高くなる傾向がある。リンは凝集を阻害する性質があるため、生物処理水含有水を凝集濾過することによりFI4以下の濾過水を得るためには、多量の凝集剤の添加が必要となる。従って、この場合には、薬品コストが増加する上に、濾過器を頻繁に逆洗しなければならなくなる。また、生物処理水含有水は水質の変動が大きいことから、凝集剤の最適添加量もその都度変化するため、これを適正に制御することは困難である。このため、過少添加の場合には、得られる濾過水の水質が悪く、逆に、過剰添加の場合には、過剰添加された凝集剤自体がRO膜の目詰まりの要因となる。
【0009】
このようなことから、生物処理水含有水をRO処理する場合、RO膜のフラックスの低下を防止すべく、RO処理に先立ち、生物処理水中のフラックス低下要因物質を濾過除去しようとしても、従来においては、濾過による除去自体が困難であったために、RO膜のフラックスの低下を防止し得なかった。
【0010】
【発明が解決しようとする課題】
本発明は、上記従来の問題点を解決し、生物処理水含有水を含有する水をRO処理するに当たり、RO膜のフラックスの低下を防止して、長期に亘り安定な処理を行う方法を提供することを目的とする。
【0011】
【課題を解決するための手段】
本発明の生物処理水含有水の処理方法は、生物処理水を含有する水をRO処理する生物処理水含有水の処理方法において、該生物処理水含有水をpH4〜6に調整して濾過し、得られた濾過水をRO処理することを特徴とする。
【0012】
本発明者は、生物処理水含有水をRO処理するに当り、RO膜のフラックス低下要因が、蛋白質などの比較的粘着性の高い成分であることに注目し、これら蛋白質等によるフラックス低下を抑制する簡便な方法につき検討した結果、生物処理水含有水をpH4〜6に調整して濾過することにより、次のような理由により、RO膜のフラックスの低下を防止することができることを見出した。
【0013】
即ち、生物処理水含有水中のフラックス低下要因の蛋白質はpH4.5〜5.5付近に等電点を有する。等電点とは表面の電位がゼロとなるpHを意味し、この付近にpHを調整することにより、蛋白質やその類似物質には凝集作用が生じる。従って、この等電点付近のpH4〜6に調整した水を濾過器に通水することにより、生物処理水含有水中に含まれる蛋白質等のフラックス低下要因物質を濾過器で効率的に捕捉除去することが可能となり、これによりRO膜のフラックス低下を抑制することが可能となる。
【0014】
本発明においては、より効率的な処理を行うために、次のような手段を採用することが好ましい。
▲1▼ 濾過する水に凝集剤を添加することにより、凝集濾過し、蛋白質等のフラックス低下要因物質の凝集効果を高める。
▲2▼ 濾過する水に塩素剤を添加して濾過器内でのスライムの繁殖を抑制すると共に凝集効果を高める。
▲3▼ RO処理する濾過水にスケール分散剤を添加してRO装置でのスケール析出を防止し、膜フラックスを高く維持する。
▲4▼ RO処理する濾過水にスライムコントロール剤を添加してRO装置でのスライムの繁殖を抑制し、膜フラックスを高く維持する。
【0015】
【発明の実施の形態】
以下に図面を参照して本発明の生物処理水含有水の処理方法の実施の形態を詳細に説明する。
【0016】
図1は本発明の生物処理水含有水の処理方法の実施の形態を示す系統図である。
【0017】
図1では、生物処理水含有水に塩素剤、酸及び凝集剤を添加して濾過器1で濾過し、得られた濾過水にスケール分散剤とスライムコントロール剤を添加してRO装置2でRO処理する。
【0018】
本発明において処理する生物処理水含有水としては、生物処理を施して得られる処理水、或いはこの生物処理水を含む水であれば良く、特に制限はない。従って、前述の半導体製造プロセスからのTOC含有水の生物処理水や、このような生物処理水が流入する総合排水等の各種生物処理水含有水を処理することができる。
【0019】
これらの生物処理水含有水は一般にpH6.5〜7.5程度であるため、本発明においては、生物処理水含有水に酸、例えば、塩酸(HCl)、硫酸(HSO)等を添加してpH4〜6に調整する。この調整pHが6を超えても4未満でも蛋白質の等電点から離れるため、蛋白質の凝集性が悪くなり、これらのフラックス低下要因物質が濾過器1から流出するようになる。また、特にpH3以下であると、装置の腐食の問題も生じ好ましくない。
【0020】
凝集剤は必ずしも必要とされないが、凝集剤の添加により凝集を促進することができる。凝集剤としては、pH4〜6の範囲で有効な塩化第二鉄(FeCl)や硫酸第二鉄(Fe(SO)等を用いることができる。凝集剤の添加量は、生物処理水含有水に対して1〜50mg/L程度とするのが、蛋白質等の凝集効果の面で好ましい。
【0021】
また、塩素剤も必ずしも必要とされないが、塩素剤の添加により濾過器1におけるスライムの繁殖を抑制すると共に凝集性を向上させることができる。塩素剤としては、次亜塩素酸ナトリウム(NaClO)等を用いることができ、塩素剤は、得られる濾過水の残留塩素濃度が0.1〜5mg/L程度となるように添加するのが効果的である。
【0022】
これら、pH調整のための酸、凝集剤及び塩素剤の添加順序には特に制限はない。
【0023】
本発明においては、生物処理水含有水の濾過手段としては、特に制限はなく、膜濾過器や活性炭濾過器等の濾過器1の他、沈殿濾過、加圧浮上濾過等の手段を採用することができる。
【0024】
濾過水は次いでRO装置2でRO処理するが、RO処理に先立ち、この濾過水には、スケール分散剤及びスライムコントロール剤を添加してスケール及びスライムによる膜フラックスの低下を防止することが好ましい。この場合、スケール分散剤としては、ヘキサメタリン酸系、アクリル酸系、ホスホン酸系等のスケール分散剤を用いることができ、その添加量は、濾過水に対して1〜20mg/L程度とするのが好ましい。また、スライムコントロール剤としては、イソチアゾリン系(例えば、2−メチル−4−イソチアゾリン−3−オン)等の非酸化性スライムコントロール剤が好ましく、その添加量は、濾過水に対して1〜5mg/L程度とするのが好ましい。
【0025】
なお、RO装置の給水のpHは、RO装置内でのCaCOやCa(PO等のカルシウム系スケールの析出を抑制する点からpH6以下であることが好ましいが、本発明では、生物処理水含有水をpH4〜6に調整して濾過するため、得られる濾過水はpH調整することなくRO処理することが可能である。
【0026】
RO装置のRO膜としては特に制限はなく、本発明では前述のPA膜、CA膜、無荷電膜のいずれを用いても、各々の膜のフラックスの低下を防止することができる。一般的には、フラックスの低下の度合いは、CA膜、無荷電膜、PA膜の順で大きく、本発明では、CA膜又は無荷電膜を用いることにより、フラックスをより高く維持することができる。
【0027】
なお、図1は本発明の生物処理水含有水の処理方法の実施の形態の一例を示すものであり、本発明はその要旨を超えない限り、何ら図示の方法に限定されるものではない。例えば、RO装置は、2段以上に多段に直列配置して多段RO処理による高度処理を行うことも可能であり、その際に2段目以降のRO装置の給水のpHをアルカリ性に調整して炭酸成分の除去効果を高めるなどの手段を採用することもできる。
【0028】
【実施例】
以下に実験例、実施例及び比較例を挙げて本発明をより具体的に説明する。
【0029】
実験例1
生物処理水含有水として半導体製造工場排水を生物濾過装置で処理して得られた処理水(pH7)を用い、この生物処理水含有水に必要量の酸(HCl)又はアルカリ(NaOH)を添加してpH調整した後、アンスラサイトと砂とを濾材とした二層式濾過器で濾過した。
【0030】
得られた濾過水について、FI値を測定し、結果を図2に示した。
【0031】
図2より、生物処理水含有水をpH4〜6に調整して濾過することにより、FI値4以下の良好なRO膜給水が得られることがわかる。
【0032】
実施例1
生物処理水含有水として半導体製造工場排水を生物濾過装置で処理して得られた処理水(pH7)を用い、この生物処理水含有水にHClを添加してpH5に調整した後、アンスラサイトと砂とを濾材とした二層式濾過器で濾過した。得られた濾過水(pH5)にホスホン酸系スケール分散剤(栗田工業製「クリフロートD−170」)10mg/Lとイソチアゾリン系スライムコントロール剤(栗田工業(株)製「クリバータEC−503」)3mg/Lを添加した後、RO装置(日東電工(株)製無荷電系低汚染膜「LF−10」)で回収率50%の条件でRO処理した。
【0033】
このときのRO装置のフラックスの経時変化を調べ、結果を図3に示した。
【0034】
比較例1
実施例1において、生物処理水含有水をpH調整することなくそのまま濾過器に供給し、得られた濾過水にHClを添加してpH5に調整した後RO処理したこと以外は同様にして処理を行い、RO装置のフラックスの経時変化を調べ、結果を図3に示した。
【0035】
図3より明らかなように、実施例1においては通水開始48時間後においてもフラックスの低下は殆ど観測されないのに対し、比較例1では同経過時間で初期フラックスに対し14%程度も減少した。
【0036】
以上の結果から、本発明に従って、生物処理水含有水をpH4〜6に調整して濾過した後RO処理することにより、RO膜のフラックスの低下を防止して長期に亘り安定なRO処理を行うことができることが分かる。
【0037】
【発明の効果】
以上詳述した通り、本発明の生物処理水含有水の処理方法によれば、生物処理水を含有する水をRO処理して高度処理するに当たり、RO膜のフラックスの低下を防止して、長期に亘り安定な処理を行うことができる。
【図面の簡単な説明】
【図1】本発明の生物処理水含有水の処理方法の実施の形態を示す系統図である。
【図2】実験例1における濾過器の給水pHと濾過水のFI値との関係を示すグラフである。
【図3】実施例1及び比較例1におけるフラックスの経時変化を示すグラフである。
【符号の説明】
1 濾過器
2 RO装置
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a method for purifying water containing biologically treated water by reverse osmosis (RO) membrane separation treatment, and more particularly, to a method for performing a stable treatment by preventing a reduction in permeation flux of an RO membrane. The present invention relates to a method for treating treated water-containing water.
[0002]
[Prior art]
In recent years, environmental standards and water quality standards have become stricter, and it is desired to highly purify discharged water. On the other hand, advanced water treatment is desired to collect and reuse various wastewaters for the purpose of eliminating water shortages.
[0003]
Under such circumstances, the reverse osmosis membrane separation treatment (hereinafter referred to as “RO treatment”) can efficiently remove impurities (ions, organic substances, fine particles, etc.) in water. In many cases, it is used for secondary treatment of wastewater. For example, when recovering and reusing high-concentration TOC or low-concentration TOC wastewater containing acetone, isopropyl alcohol, and the like discharged from a semiconductor manufacturing process, this is firstly biologically treated to remove the TOC component, and the biologically treated water is removed. A method of purifying by RO treatment is employed.
[0004]
Conventionally, as the RO film used for the RO treatment, a wholly aromatic crosslinked polyamide-based composite film (PA film), a cellulose acetate film (CA film), and the like have been provided. In the RO treatment, in order to prevent a decrease in the flux and perform a stabilization treatment, a standard for water to be treated (water supply) supplied to an RO membrane separation device (hereinafter abbreviated as “RO device”) is set. And it is desired that the FI (Fouling Index) value be 4 or less. This FI value is a standard for water supply to the RO device determined by the RO membrane maker, and indicates that the smaller the FI value, the smaller the load on the membrane and the lower the flux is.
[0005]
Among the conventional RO films, the PA film is stable because the film is contaminated by the adsorption of a trace amount of a fouling substance such as a surfactant or a protein contained in the water to be treated, and the flux is rapidly reduced. Cannot be continued. The CA membrane has better contamination resistance than the PA membrane, but has problems such as a low desalting rate and a high operating pressure.
[0006]
In recent years, RO membranes (uncharged membranes) have been developed in which the membrane is hardly soiled by eliminating charge on the membrane surface and improving hydrophilicity. In addition, when treating water containing a relatively high viscosity component such as protein, the effect of stain resistance is low, and there is also a problem that the flux decreases with time.
[0007]
Therefore, in the RO treatment of biologically treated water, it is conceivable to remove in advance a fouling substance having a relatively high viscosity, such as a protein, by filtration. However, these substances are very small. It flows into the RO device without being caught by the vessel and causes clogging of the membrane.
[0008]
In particular, in the biological treatment step, an excessive amount of a phosphorus-containing drug is added as a nutrient for biodegradation in many cases, so that the concentration of phosphorus in the biological treatment water tends to increase. Phosphorus has the property of inhibiting coagulation, so that a large amount of coagulant must be added to obtain filtered water of FI4 or less by coagulating and filtering water containing biologically treated water. Therefore, in this case, the cost of chemicals increases and the filter must be backwashed frequently. In addition, since the water containing biologically treated water has large fluctuations in water quality, the optimum amount of the coagulant added changes each time, and it is difficult to properly control the amount. For this reason, if the amount is too small, the quality of the resulting filtered water is poor. Conversely, if the amount is excessive, the excessively added flocculant itself causes clogging of the RO membrane.
[0009]
For this reason, when performing RO treatment on biologically treated water-containing water, in order to prevent a reduction in the flux of the RO membrane, prior to the RO treatment, even if an attempt is made to filter and remove the flux-reducing factor substance in the biologically treated water, a conventional method has been used. However, it was not possible to prevent a decrease in the flux of the RO membrane because the removal itself by filtration was difficult.
[0010]
[Problems to be solved by the invention]
The present invention solves the above-mentioned conventional problems, and provides a method for performing a long-term stable treatment by preventing a decrease in the flux of an RO membrane in RO treatment of water containing biologically treated water. The purpose is to do.
[0011]
[Means for Solving the Problems]
The method for treating biologically treated water-containing water of the present invention is a method for treating biologically treated water-containing water, wherein RO-treated water containing biologically treated water is adjusted to pH 4 to 6 and filtered. And RO treatment of the obtained filtered water.
[0012]
The inventor of the present invention has focused on the fact that when performing RO treatment on water containing biologically treated water, the factor that lowers the flux of the RO membrane is a component having relatively high tackiness such as proteins, and suppresses the reduction in flux due to these proteins and the like. As a result of examining a simple method to carry out the treatment, it was found that by adjusting the pH of the water containing biologically treated water to pH 4 to 6 and filtering the same, it is possible to prevent a reduction in the flux of the RO membrane for the following reasons.
[0013]
That is, the protein that causes the flux reduction in the water containing biologically treated water has an isoelectric point near pH 4.5 to 5.5. The isoelectric point means a pH at which the potential of the surface becomes zero, and by adjusting the pH around this, an agglutinating action occurs on proteins and similar substances. Therefore, by passing water adjusted to pH 4 to 6 near the isoelectric point through a filter, flux-reducing factors such as proteins contained in the biologically treated water-containing water are efficiently captured and removed by the filter. This makes it possible to suppress a reduction in the flux of the RO film.
[0014]
In the present invention, in order to perform more efficient processing, it is preferable to employ the following means.
{Circle around (1)} By adding a coagulant to the water to be filtered, coagulation and filtration are performed to enhance the coagulation effect of a flux-reducing factor substance such as a protein.
{Circle around (2)} A chlorinating agent is added to the water to be filtered to suppress the growth of slime in the filter and enhance the coagulation effect.
{Circle around (3)} A scale dispersant is added to the filtered water to be subjected to RO treatment to prevent scale deposition in the RO device and to maintain a high membrane flux.
{Circle around (4)} A slime control agent is added to the filtered water to be subjected to RO treatment to suppress the propagation of slime in the RO device, and maintain a high membrane flux.
[0015]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, an embodiment of a method for treating biologically treated water-containing water of the present invention will be described in detail with reference to the drawings.
[0016]
FIG. 1 is a system diagram showing an embodiment of the method for treating water containing biologically treated water of the present invention.
[0017]
In FIG. 1, a chlorinating agent, an acid and a flocculant are added to the biologically treated water-containing water, filtered by a filter 1, and a scale dispersant and a slime control agent are added to the obtained filtered water, and the RO To process.
[0018]
The biologically treated water-containing water to be treated in the present invention is not particularly limited as long as it is treated water obtained by performing biological treatment or water containing the biologically treated water. Therefore, the biologically treated water containing TOC-containing water from the above-described semiconductor manufacturing process and the various biologically treated water-containing water such as comprehensive wastewater into which such biologically treated water flows can be treated.
[0019]
Since these biologically treated water-containing water is generally about pH 6.5-7.5, in the present invention, acid biologically treated water-containing water, for example, hydrochloric acid (HCl), and the like sulfuric acid (H 2 SO 4) Adjust to pH 4-6 by addition. Even if the adjusted pH exceeds 6 or is less than 4, the protein departs from the isoelectric point of the protein, so that the cohesiveness of the protein is deteriorated, and these flux lowering substances flow out of the filter 1. In particular, when the pH is 3 or less, a problem of corrosion of the apparatus occurs, which is not preferable.
[0020]
Although a flocculant is not always required, aggregation can be promoted by adding a flocculant. As the coagulant, ferric chloride (FeCl 3 ), ferric sulfate (Fe 2 (SO 4 ) 3 ), or the like that is effective in a pH range of 4 to 6 can be used. The amount of the coagulant to be added is preferably about 1 to 50 mg / L with respect to the water containing biological treatment water, from the viewpoint of the coagulation effect of proteins and the like.
[0021]
Although a chlorine agent is not necessarily required, the addition of the chlorine agent can suppress slime propagation in the filter 1 and improve cohesion. As the chlorinating agent, sodium hypochlorite (NaClO) or the like can be used, and it is effective to add the chlorinating agent so that the residual chlorine concentration of the obtained filtered water is about 0.1 to 5 mg / L. It is a target.
[0022]
There are no particular restrictions on the order in which the acid, coagulant and chlorine agent are added for pH adjustment.
[0023]
In the present invention, the filtration means for the biologically treated water-containing water is not particularly limited. In addition to the filter 1 such as a membrane filter or an activated carbon filter, a means such as sedimentation filtration and pressure flotation filtration may be employed. Can be.
[0024]
The filtered water is then subjected to an RO treatment by the RO device 2. Prior to the RO treatment, it is preferable to add a scale dispersing agent and a slime control agent to the filtered water to prevent a decrease in membrane flux due to scale and slime. In this case, as the scale dispersant, a hexametaphosphoric acid type, acrylic acid type, phosphonic acid type, etc. scale dispersant can be used, and the amount of the dispersant is about 1 to 20 mg / L with respect to the filtered water. Is preferred. Further, as the slime control agent, a non-oxidizing slime control agent such as an isothiazoline type (for example, 2-methyl-4-isothiazolin-3-one) is preferable. It is preferably about L.
[0025]
The pH of the feed water of the RO device is preferably pH 6 or less from the viewpoint of suppressing the precipitation of calcium-based scales such as CaCO 3 and Ca 3 (PO 4 ) 2 in the RO device. Since the biologically treated water-containing water is adjusted to pH 4 to 6 and filtered, the obtained filtered water can be subjected to RO treatment without pH adjustment.
[0026]
There is no particular limitation on the RO film of the RO device, and in the present invention, any of the above-described PA film, CA film, and uncharged film can be used to prevent a decrease in the flux of each film. In general, the degree of reduction of the flux is larger in the order of the CA film, the uncharged film, and the PA film. In the present invention, the flux can be maintained higher by using the CA film or the uncharged film. .
[0027]
FIG. 1 shows an example of an embodiment of a method for treating water containing biologically treated water according to the present invention, and the present invention is not limited to the illustrated method unless it exceeds the gist. For example, the RO device can be arranged in series in two or more stages to perform advanced treatment by multi-stage RO treatment. At that time, the pH of the feed water of the second and subsequent RO devices is adjusted to alkaline. Means such as enhancing the effect of removing the carbonic acid component may be employed.
[0028]
【Example】
Hereinafter, the present invention will be described more specifically with reference to Experimental Examples, Examples, and Comparative Examples.
[0029]
Experimental example 1
Using treated water (pH 7) obtained by treating wastewater from a semiconductor manufacturing plant with a biological filtration device as biologically treated water-containing water, a necessary amount of acid (HCl) or alkali (NaOH) is added to the biologically treated water-containing water. Then, the mixture was filtered with a two-layer filter using anthracite and sand as filter media.
[0030]
The FI value of the obtained filtered water was measured, and the results are shown in FIG.
[0031]
From FIG. 2, it can be seen that a good RO membrane water supply with an FI value of 4 or less can be obtained by adjusting the pH of the biologically treated water-containing water to 4 to 6 and filtering.
[0032]
Example 1
Using treated water (pH 7) obtained by treating wastewater from a semiconductor manufacturing plant with a biological filtration device as biologically treated water-containing water, adjusting the pH of the biologically treated water-containing water to pH 5 by adding HCl, The mixture was filtered with a two-layer filter using sand as a filter medium. 10 mg / L of a phosphonic acid-based dispersant ("Kuriflot D-170" manufactured by Kurita Kogyo) and an isothiazoline-based slime control agent ("Criverta EC-503" manufactured by Kurita Kogyo Co., Ltd.) are added to the obtained filtered water (pH 5). After adding 3 mg / L, RO treatment was performed using a RO device (Nitto Denko Corporation, uncharged low-contamination membrane “LF-10”) at a recovery rate of 50%.
[0033]
At this time, the change with time of the flux of the RO device was examined, and the results are shown in FIG.
[0034]
Comparative Example 1
In Example 1, the treatment was performed in the same manner as in Example 1, except that the water containing the biologically treated water was directly supplied to the filter without pH adjustment, and HCl was added to the obtained filtered water to adjust the pH to 5, followed by RO treatment. Then, the time-dependent change of the flux of the RO apparatus was examined, and the results are shown in FIG.
[0035]
As is clear from FIG. 3, in Example 1, almost no decrease in the flux was observed even after 48 hours from the start of water flow, whereas in Comparative Example 1, the flux decreased by about 14% from the initial flux in the same elapsed time. .
[0036]
From the above results, according to the present invention, the water containing biologically treated water is adjusted to pH 4 to 6, filtered, and then subjected to RO treatment, thereby preventing a decrease in the flux of the RO membrane and performing stable RO treatment for a long period of time. You can see that you can do it.
[0037]
【The invention's effect】
As described above in detail, according to the method for treating biologically treated water-containing water of the present invention, when RO containing water containing biologically treated water is subjected to advanced treatment, the flux of the RO film is prevented from lowering, , Stable processing can be performed.
[Brief description of the drawings]
FIG. 1 is a system diagram showing an embodiment of a method for treating water containing biologically treated water of the present invention.
FIG. 2 is a graph showing the relationship between the feedwater pH of a filter and the FI value of filtered water in Experimental Example 1.
FIG. 3 is a graph showing the change over time of the flux in Example 1 and Comparative Example 1.
[Explanation of symbols]
1 Filter 2 RO device

Claims (1)

生物処理水を含有する水を逆浸透膜分離処理する生物処理水含有水の処理方法において、
該生物処理水含有水をpH4〜6に調整して濾過し、得られた濾過水を逆浸透膜分離処理することを特徴とする生物処理水含有水の処理方法。
A method for treating biologically treated water containing water, which comprises reverse osmosis membrane separation of water containing biologically treated water,
A method for treating water containing biologically treated water, wherein the water containing biologically treated water is adjusted to pH 4 to 6, filtered, and the resulting filtered water is subjected to reverse osmosis membrane separation treatment.
JP2003058719A 2003-03-05 2003-03-05 Method for treating biological treatment water-containing water Pending JP2004267830A (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009028315A1 (en) * 2007-08-29 2009-03-05 Kurita Water Industries Ltd. Method and apparatus for treating water containing organic matter
JP2009165928A (en) * 2008-01-15 2009-07-30 Kobelco Eco-Solutions Co Ltd Water treatment apparatus and method
WO2010098158A1 (en) * 2009-02-27 2010-09-02 栗田工業株式会社 Slime control agent for activated carbon, method of passing water through activated-carbon device, and method and apparatus for treating organic-containing water
JP2011183273A (en) * 2010-03-05 2011-09-22 Kurita Water Ind Ltd Water treatment method and method for producing ultrapure water
JP2012206066A (en) * 2011-03-30 2012-10-25 Kurita Water Ind Ltd Recovery method for water from aerobically and biologically treated water
CN106661565A (en) * 2014-08-27 2017-05-10 合同酒精株式会社 Lactase solution and milk using same

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009028315A1 (en) * 2007-08-29 2009-03-05 Kurita Water Industries Ltd. Method and apparatus for treating water containing organic matter
JP5304651B2 (en) * 2007-08-29 2013-10-02 栗田工業株式会社 Method and apparatus for treating water containing organic matter
JP2009165928A (en) * 2008-01-15 2009-07-30 Kobelco Eco-Solutions Co Ltd Water treatment apparatus and method
WO2010098158A1 (en) * 2009-02-27 2010-09-02 栗田工業株式会社 Slime control agent for activated carbon, method of passing water through activated-carbon device, and method and apparatus for treating organic-containing water
JP2010202524A (en) * 2009-02-27 2010-09-16 Kurita Water Ind Ltd Slime-control agent for activated carbon, method of passing water through activated carbon device, and method and apparatus for treating organic-containing water
CN102271519A (en) * 2009-02-27 2011-12-07 栗田工业株式会社 Slime control agent for activated carbon, method of passing water through activated-carbon device, and method and apparatus for treating organic-containing water
CN102271519B (en) * 2009-02-27 2015-10-14 栗田工业株式会社 Active carbon clayey controlling agent, the water communication method to activated-carbon device, the processing method containing organic water and treating apparatus
US9598297B2 (en) 2009-02-27 2017-03-21 Kurita Water Industries Ltd. Method for treating organic-matter-containing water
JP2011183273A (en) * 2010-03-05 2011-09-22 Kurita Water Ind Ltd Water treatment method and method for producing ultrapure water
JP2012206066A (en) * 2011-03-30 2012-10-25 Kurita Water Ind Ltd Recovery method for water from aerobically and biologically treated water
CN106661565A (en) * 2014-08-27 2017-05-10 合同酒精株式会社 Lactase solution and milk using same
CN106661565B (en) * 2014-08-27 2020-04-21 合同酒精株式会社 Lactase solution and milk using the same

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