JP3098965B2 - Water treatment method and water treatment device - Google Patents

Water treatment method and water treatment device

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Publication number
JP3098965B2
JP3098965B2 JP08271179A JP27117996A JP3098965B2 JP 3098965 B2 JP3098965 B2 JP 3098965B2 JP 08271179 A JP08271179 A JP 08271179A JP 27117996 A JP27117996 A JP 27117996A JP 3098965 B2 JP3098965 B2 JP 3098965B2
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JP
Japan
Prior art keywords
reverse osmosis
osmosis membrane
water
membrane device
concentrated water
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP08271179A
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Japanese (ja)
Other versions
JPH10113660A (en
Inventor
吉則 梶山
義満 深尾
明宏 田路
一丸 佐伯
健一 牛越
俶士 西本
Original Assignee
神鋼パンテツク株式会社
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Publication of JPH10113660A publication Critical patent/JPH10113660A/en
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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、塩類を含む原水、
例えば一般廃棄物最終処分場の浸出汚水等を脱塩処理す
る水処理方法及び水処理装置の改良に関する。
The present invention relates to raw water containing salts,
For example, the present invention relates to a water treatment method and a water treatment apparatus for desalinating leached sewage and the like in a general waste final disposal site.

【0002】[0002]

【従来の技術】現在、廃棄物は焼却処理後に最終処分場
に埋め立て処分することが一般的に行われている。この
最終処分場において発生する浸出水には焼却された廃棄
物から浸出されるカルシウムや窒素等が含まれており、
そのまま排出した場合には例えばカルシウムイオンが炭
酸イオン、硫酸イオンと反応して不溶性のカルシウム塩
となって配管や設備にスケールとして付着し、設備の低
下させるという問題が生じていた。
2. Description of the Related Art At present, wastes are generally disposed of in landfills after incineration. The leachate generated at this final disposal site contains calcium and nitrogen leached from incinerated waste,
When discharged as it is, for example, calcium ions react with carbonate ions and sulfate ions to form insoluble calcium salts, which adhere to pipes and facilities as scales, causing a problem that the facilities are lowered.

【0003】従って、従来は浸出水からカルシウム、リ
ン、窒素等を除去するためとして図4に示すような水処
理装置が使用されていた。
Therefore, conventionally, a water treatment apparatus as shown in FIG. 4 has been used to remove calcium, phosphorus, nitrogen and the like from leachate.

【0004】即ち、汚水は流量調整槽21に貯留された後
に、カルシウム除去槽22でカルシウムを除去された後に
生物処理槽23で脱窒処理され、さらに凝集沈殿処理24に
よって汚泥と処理水が分離され、該処理水は砂濾過槽25
や活性炭処理槽26及びキレート吸着処理27を経た後に処
理水として処理される。
[0004] That is, the sewage is stored in the flow rate adjusting tank 21, and after the calcium is removed in the calcium removing tank 22, the wastewater is denitrified in the biological treatment tank 23. The treated water is supplied to a sand filtration tank 25.
And after passing through the activated carbon treatment tank 26 and the chelate adsorption treatment 27, it is treated as treated water.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、このよ
うな水処理装置で浸出水を処理した場合に、カルシウム
や窒素、リン等の成分は除去できるものの、カルシウム
以外の塩類、例えばマグネシウム、ナトリウム、塩素イ
オン、硫酸イオン、その他の溶解性塩類は除去すること
ができず、このまま処理水として河川等に排出した場合
には、これらの塩類によって河川や土壌が汚染されるお
それがあるという問題が生じていた。
However, when leachate is treated with such a water treatment apparatus, components such as calcium, nitrogen, and phosphorus can be removed, but salts other than calcium, such as magnesium, sodium, and chlorine. Ions, sulfate ions, and other soluble salts cannot be removed, and if they are discharged to rivers or the like as treated water, there is a problem that these salts may contaminate rivers and soil. Was.

【0006】これを解決するために、水処理装置に脱塩
を行う装置として電気透析装置28を設け、浸出水中の塩
類を分離して濃縮水として処理水と分離していた。
In order to solve this problem, an electrodialyzer 28 is provided as a device for desalination in a water treatment device, and salts in the leachate are separated from the treated water as concentrated water.

【0007】しかし、この濃縮水も大量に発生した場合
には処理に手間やコストがかかるため、濃縮水の発生が
なるべく少量になるように高濃度に濃縮することが望ま
れるが、上記電気透析装置28においては通常原水に対し
て約5〜10倍程度の濃縮が限界であり、これ以上高濃
度に濃縮して濃縮水を減少させることは困難であった。
[0007] However, when a large amount of this concentrated water is generated, it takes time and labor for treatment. Therefore, it is desired to concentrate the concentrated water to a high concentration so that the amount of the concentrated water is reduced as much as possible. In the apparatus 28, the concentration is usually about 5 to 10 times the concentration of the raw water, and it is difficult to reduce the concentrated water by concentrating it to a higher concentration.

【0008】本発明は、このような問題点を解決するた
めになされたものであり、塩類を含む浸出水等の汚水の
脱塩処理を容易に行い、且つ塩類の濃縮率を上げて塩類
の処理を容易にできる水処理方法及び処理装置を提供す
ることを課題とする。
The present invention has been made in order to solve such a problem, and it is possible to easily perform a desalination treatment of sewage such as leachate containing salt, and to increase a salt concentration rate to increase salt concentration. An object of the present invention is to provide a water treatment method and a treatment device that can easily perform treatment.

【0009】[0009]

【課題を解決するための手段】本発明は、このような課
題を解決するために、水処理方法及び処理装置としてな
されたもので、水処理方法としての特徴は、塩類を含む
原水を逆浸透膜に透過させて処理水と塩類を含む濃縮水
に分離する水処理方法において、前記逆浸透膜によって
分離された濃縮水を透過膜によって濾過し、該透過膜に
よって濾過された透過水をさらに濃縮水処理用逆浸透膜
に透過させて分離された高度濃縮水を排出する一方、前
記透過膜によって濾過された濃縮水を晶析処理し、該晶
析処理時に生じる上澄みを前記透過膜へ導入することに
ある。
SUMMARY OF THE INVENTION The present invention has been made as a water treatment method and a water treatment apparatus in order to solve such a problem, and the feature of the water treatment method is that the raw water containing salts is reverse osmosis. In a water treatment method of separating treated water and concentrated water containing salts by passing through a membrane, the concentrated water separated by the reverse osmosis membrane is filtered by a permeable membrane, and the permeated water filtered by the permeable membrane is further concentrated. While the highly concentrated water separated by permeation through the reverse osmosis membrane for water treatment is discharged, the concentrated water filtered by the permeable membrane is crystallized, and the supernatant generated during the crystallization treatment is introduced into the permeable membrane. It is in.

【0010】また、水処理装置としての特徴は、塩類を
含む原水を透過させて処理水と塩類を含む濃縮水に分離
する逆浸透膜装置1 と、該逆浸透膜装置1 によって分離
された濃縮水を濾過する透過膜装置2 と、該透過膜装置
2 によって濾過された透過水が透過される濃縮水処理用
逆浸透膜装置3 と、該濃縮水処理用逆浸透膜装置3 によ
って分離される高度濃縮水を排出する排出路A と、前記
透過膜装置2 によって濾過された濃縮水が導入される晶
析槽4 を備え、且つ該晶析槽4 で生じる上澄み液を前記
透過膜装置2 へ導入する導入路B が設けられたことにあ
る。
[0010] The water treatment apparatus is characterized by a reverse osmosis membrane apparatus 1 for permeating raw water containing salts and separating it into treated water and concentrated water containing salts, and a concentrator separated by the reverse osmosis membrane apparatus 1. A permeable membrane device 2 for filtering water, and the permeable membrane device
A reverse osmosis membrane device for concentrated water treatment 3 through which the permeated water filtered by 2 is permeated; a discharge path A for discharging highly concentrated water separated by the reverse osmosis membrane device 3 for concentrated water treatment; A crystallization tank 4 into which the concentrated water filtered by the apparatus 2 is introduced, and an introduction path B for introducing the supernatant generated in the crystallization tank 4 into the permeable membrane apparatus 2 are provided.

【0011】すなわち上記のように本発明では、逆浸透
膜によって塩類を含む浸出水等の原水を処理するため、
該原水中に含まれるカルシウム、マグネシウム、ナトリ
ウム、塩素イオン、硫酸イオン等からなる塩類やリン、
窒素分等を容易且つ確実に逆浸透膜によって分離して脱
塩処理水を得ることができる。
That is, as described above, in the present invention, raw water such as leachate containing salts is treated by the reverse osmosis membrane.
Salts and phosphorus composed of calcium, magnesium, sodium, chloride ions, sulfate ions, etc. contained in the raw water,
Nitrogen and the like can be easily and reliably separated by a reverse osmosis membrane to obtain desalted water.

【0012】また、逆浸透膜によって分離された塩類が
濃縮された濃縮水を透過膜で処理後、さらに濃縮水処理
用逆浸透膜で透過するため、該濃縮水処理用逆浸透膜で
分離される濃縮水は高度に濃縮された高度濃縮水として
発生量が少なく、この少量の濃縮水を処理すればよいた
め、その処理が容易に行える。
Further, the concentrated water in which the salts separated by the reverse osmosis membrane are concentrated is treated with the permeable membrane, and then permeates through the reverse osmosis membrane for treating the concentrated water. The concentrated water that is generated is a highly concentrated highly concentrated water and has a small amount of generation, and it is sufficient to treat this small amount of concentrated water, so that the treatment can be easily performed.

【0013】さらに、濃縮水処理用逆浸透膜で濃縮水を
さらに濃縮する前に透過膜によって濃縮水中の塩類の一
部を除去することができるため、濃縮水処理用逆浸透膜
にスケールが付着して膜の処理性能が低下することを防
止できる。
Further, before the concentrated water is further concentrated by the concentrated water treatment reverse osmosis membrane, some of the salts in the concentrated water can be removed by the permeable membrane, so that the scale adheres to the concentrated water treatment reverse osmosis membrane. Thus, it is possible to prevent the processing performance of the film from being lowered.

【0014】また、透過膜で濾過された濃縮水を固形分
として析出するため塩類をより確実に除去することがで
き、濃縮水として排出される塩類をより減少することが
できる。
Further, since the concentrated water filtered through the permeable membrane is precipitated as a solid content, salts can be more reliably removed, and the salts discharged as concentrated water can be further reduced.

【0015】さらに、前記逆浸透膜の下流側に、該逆浸
透膜によって処理された処理水をさらに処理する逆浸透
膜が設けられた場合には、処理水の質を一層向上させる
ことができる。
Further, in the case where a reverse osmosis membrane for further treating the treated water treated by the reverse osmosis membrane is provided downstream of the reverse osmosis membrane, the quality of the treated water can be further improved. .

【0016】[0016]

【発明の実施の形態】以下、本発明の実施の形態につい
て図面に従って説明する。まず、本実施の形態の水処理
装置の構成について説明すると、図1に示す1は、浸出
水が原水として導入される逆浸透膜装置で、図2に示す
ような、円筒状の装置本体11内に、円板状の逆浸透膜12
が同じく円板状のスペーサ13の間に設けられた逆浸透膜
部14が複数組積層されている。
Embodiments of the present invention will be described below with reference to the drawings. First, the configuration of the water treatment apparatus according to the present embodiment will be described. Reference numeral 1 shown in FIG. 1 denotes a reverse osmosis membrane apparatus into which leachate is introduced as raw water. As shown in FIG. Inside, a disc-shaped reverse osmosis membrane 12
A plurality of reverse osmosis membrane portions 14 provided between the disc-shaped spacers 13 are also laminated.

【0017】該逆浸透膜装置1の装置本体11の内周面に
は原水を導入する原水流路15が設けられ、該原水流路15
から逆浸透膜12表面に原水が導入される。また、該逆浸
透膜部14の上部にはエンドプレート16が設けられ、浸透
圧以上のに耐えられるようになっている。
A raw water flow path 15 for introducing raw water is provided on the inner peripheral surface of the apparatus main body 11 of the reverse osmosis membrane apparatus 1.
Raw water is introduced to the surface of the reverse osmosis membrane 12 from the above. Further, an end plate 16 is provided on the reverse osmosis membrane section 14 so as to withstand an osmotic pressure or more.

【0018】18は逆浸透膜部14の中央部に貫通された処
理水パイプで、該処理水パイプ18は逆浸透膜12によって
分離された処理水を排出させる。また、19は濃縮水パイ
プで、各逆浸透膜12によって濃縮された濃縮水を装置本
体11外へ排出させる。
Reference numeral 18 denotes a treated water pipe penetrating the central portion of the reverse osmosis membrane section 14. The treated water pipe 18 discharges the treated water separated by the reverse osmosis membrane 12. Reference numeral 19 denotes a concentrated water pipe for discharging the concentrated water concentrated by each reverse osmosis membrane 12 to the outside of the apparatus main body 11.

【0019】2は前記逆浸透膜装置1によって分離され
た濃縮水が導入されて濾過される透過膜としてのナノフ
ィルター(NF)が設けられたNF膜装置で、該NF膜
装置2ではNF膜によって濃縮水中の塩類、特に2価以
上の負イオンの塩、例えばCaCO3 やCaSO4 を濾
過によって除去することができる。
Reference numeral 2 denotes an NF membrane device provided with a nanofilter (NF) as a permeable membrane through which the concentrated water separated by the reverse osmosis membrane device 1 is introduced and filtered. Thus, salts in the concentrated water, particularly salts of divalent or higher negative ions, for example, CaCO 3 and CaSO 4 can be removed by filtration.

【0020】該NF膜装置2は、円筒状の本体内に多数
のNF膜が積層された状態で収納されており、本体の上
下部はそれぞれ通水孔が設けられたエンドプレートで密
封されている。
In the NF membrane device 2, a large number of NF membranes are accommodated in a cylindrical main body in a stacked state, and the upper and lower portions of the main body are sealed by end plates provided with water holes. I have.

【0021】3は、該NF膜装置2で濾過された透過水
をさらに脱塩処理すべく設けられた濃縮水処理用の高圧
逆浸透膜装置で、該高圧逆浸透膜装置3は、前記逆浸透
膜装置1と同様に円筒状の装置本体内に円板状の逆浸透
膜がスペーサ間に設けられたモジュールが複数積層され
ている。該高圧逆浸透膜装置3においては、前記逆浸透
膜装置1よりも高圧をかけて濃縮水を高度に濃縮する分
離処理を行うことが可能に形成されている。
Reference numeral 3 denotes a high-pressure reverse osmosis membrane device for concentrated water treatment provided for further desalting the permeated water filtered by the NF membrane device 2. The high-pressure reverse osmosis membrane device 3 comprises As in the osmosis membrane device 1, a plurality of modules each having a disc-shaped reverse osmosis membrane provided between spacers are stacked in a cylindrical device main body. The high-pressure reverse osmosis membrane device 3 is formed so as to be capable of performing a separation process of applying a higher pressure than the reverse osmosis membrane device 1 to highly concentrate the concentrated water.

【0022】4は前記NF膜装置2及び高圧逆浸透膜装
置3において分離された濃縮水が導入される晶析槽で、
該晶析槽4では処理水中に残留した塩類が固形物6とし
て析出される。
4 is a crystallization tank into which the concentrated water separated in the NF membrane device 2 and the high pressure reverse osmosis membrane device 3 is introduced.
In the crystallization tank 4, salts remaining in the treated water are precipitated as solids 6.

【0023】また、該晶析槽4で生じる上澄みは前記N
F膜装置2へ導入路Bを介して前記浸透膜装置1から導
入される濃縮水とともに送られNF膜装置2で濾過さ
れ、その後高圧逆浸透膜装置3へと循環される。
The supernatant generated in the crystallization tank 4 is N
It is sent to the F membrane device 2 via the introduction path B together with the concentrated water introduced from the osmosis membrane device 1, filtered by the NF membrane device 2, and then circulated to the high pressure reverse osmosis membrane device 3.

【0024】さらに、前記高圧逆浸透膜装置3で分離さ
れた濃縮水の一部はそのまま排出路Aから高度濃縮水と
して処理されるが、残りの濃縮水は前記晶析槽4へ送ら
れる。
Further, a part of the concentrated water separated by the high-pressure reverse osmosis membrane device 3 is directly treated as a highly concentrated water from the discharge path A, and the remaining concentrated water is sent to the crystallization tank 4.

【0025】5は前記逆浸透膜装置1で分離された処理
水が導入される第2逆浸透膜装置で、該第2逆浸透膜装
置2も前記逆浸透膜装置1と同様の構成からなる。
Reference numeral 5 denotes a second reverse osmosis membrane device into which the treated water separated by the reverse osmosis membrane device 1 is introduced. The second reverse osmosis membrane device 2 also has the same configuration as the reverse osmosis membrane device 1. .

【0026】該第2逆浸透膜装置5で分離された処理水
はそのまま装置本体から浄化水として排出され、一方濃
縮水は前記逆浸透膜装置1へ原水とともに導入される。
また、高圧逆浸透膜装置3で分離された処理水は第2逆
浸透膜装置5へ導入される。
The treated water separated in the second reverse osmosis membrane device 5 is directly discharged as purified water from the main body of the device, while the concentrated water is introduced into the reverse osmosis membrane device 1 together with raw water.
The treated water separated by the high-pressure reverse osmosis membrane device 3 is introduced into the second reverse osmosis membrane device 5.

【0027】次に、上記のような構成からなる浸出水の
処理装置20によって浸出水を処理する処理方法について
説明する。
Next, a method of treating leachate by the leachate treatment apparatus 20 having the above-described configuration will be described.

【0028】まず、廃棄物処理場から浸出される浸出水
を原水として逆浸透膜装置1へ導入して原水の脱塩を行
う。この逆浸透膜は、浸透圧以上の圧力かけると分子レ
ベルで濾過できる半透膜で、リンや有機物、窒素の他カ
ルシウム、ナトリウム等の各塩類も除去することができ
る。
First, leachate leached from a waste treatment plant is introduced as raw water into the reverse osmosis membrane device 1 to desalinate raw water. The reverse osmosis membrane is a semipermeable membrane that can be filtered at the molecular level when a pressure higher than the osmotic pressure is applied, and can remove phosphorus, organic substances, nitrogen, and various salts such as calcium and sodium.

【0029】前記のように該逆浸透膜装置1には円板状
の逆浸透膜12が積層されている構造で、該逆浸透膜12の
表面とスペーサ13の間を原水が流れる時に圧力をかける
と逆浸透膜12は水のみを透過して膜の内側に脱塩された
処理水が溜まり、該処理水は装置本体11中央部に縦設さ
れた処理水パイプ18を経て逆浸透膜装置1から処理水と
して排出される。
As described above, the reverse osmosis membrane device 1 has a structure in which the disc-shaped reverse osmosis membrane 12 is laminated, and the pressure is applied when the raw water flows between the surface of the reverse osmosis membrane 12 and the spacer 13. When applied, the reverse osmosis membrane 12 permeates only water and the demineralized treated water accumulates inside the membrane, and the treated water passes through a treated water pipe 18 vertically provided in the central part of the apparatus main body 11, and the reverse osmosis membrane apparatus From 1 is discharged as treated water.

【0030】一方、原水は逆浸透膜12とスペーサー13の
間を通り濃縮水パイプ19を経て、逆浸透膜装置1から濃
縮水として排出される。
On the other hand, the raw water passes between the reverse osmosis membrane 12 and the spacer 13, passes through the concentrated water pipe 19, and is discharged from the reverse osmosis membrane device 1 as concentrated water.

【0031】次に、該濃縮水はNF膜装置2に導入さ
れ、その後該NF膜装置2で処理された透過水は高圧逆
浸透膜装置3へ導入される。
Next, the concentrated water is introduced into the NF membrane device 2, and then the permeated water treated by the NF membrane device 2 is introduced into the high-pressure reverse osmosis membrane device 3.

【0032】この高圧逆浸透膜装置3の高圧逆浸透膜上
では、1価のイオンと2価以上のイオンが存在した場合
には、1価のイオンが析出してこれがスケールとなって
膜の処理能力を低下させる原因となる。従って、これを
防止するためには該高圧逆浸透膜に処理する液体から予
め2価以上のイオンを選択的に除去する必要があるが、
前記NF膜は濃縮水中の塩類、特にCaCO3 やCaS
4 等の2価以上の負イオンを濾過によって有効に除去
することができる。
On the high-pressure reverse osmosis membrane of the high-pressure reverse osmosis membrane device 3, when monovalent ions and divalent or higher ions are present, monovalent ions precipitate and become scales to form a membrane. It may cause a decrease in processing capacity. Therefore, in order to prevent this, it is necessary to selectively remove divalent or higher valent ions in advance from the liquid to be treated on the high-pressure reverse osmosis membrane,
The NF membrane is composed of salts in concentrated water, especially CaCO 3 and CaS
Bivalent or more negative ions such as O 4 can be effectively removed by filtration.

【0033】このように2価以上のイオンを選択的に除
去することは、通常UF膜(限外濾過膜)やMF膜(精
密濾過膜)ではできないが、NF膜によっては2価以上
のイオンの選択的除去が可能である。特に、水中に含ま
れるイオン濃度が低い場合、例えば上記逆浸透膜装置1
や第2逆浸透膜装置5においてはこのようなNF膜を設
けなくてもスケールは生じにくいが、高圧逆浸透膜装置
3では前記逆浸透膜装置1によって分離された濃縮水を
処理するため、イオン濃度が高くスケールも生じやすい
ため、NF膜装置2を設けることで効果的にスケール発
生を防止できる。
As described above, selective removal of divalent or higher-valent ions cannot be normally performed with a UF membrane (ultrafiltration membrane) or an MF membrane (microfiltration membrane). Can be selectively removed. In particular, when the concentration of ions contained in water is low, for example, the reverse osmosis membrane device 1
In the second reverse osmosis membrane device 5 or the second reverse osmosis membrane device 5, scale is hardly generated even without providing such an NF membrane, but in the high pressure reverse osmosis membrane device 3, the concentrated water separated by the reverse osmosis membrane device 1 is treated. Since the ion concentration is high and scale is easily generated, the scale can be effectively prevented by providing the NF film device 2.

【0034】そして、この濃縮水をさらに高圧逆浸透膜
装置3によって処理するため、高度に濃縮された高度濃
縮水が得られる。この時の高度濃縮水は、逆浸透処理装
置1に導入される原水に対する量が約2.5%にまで濃
縮され、従って回収率97.5%という高い値が得られ
る。
Then, since this concentrated water is further processed by the high-pressure reverse osmosis membrane device 3, highly concentrated highly concentrated water is obtained. At this time, the highly concentrated water is concentrated to about 2.5% with respect to the raw water introduced into the reverse osmosis treatment apparatus 1, and thus a high recovery rate of 97.5% is obtained.

【0035】一方、逆浸透膜装置1から排出された処理
水は更に第2逆浸透膜装置5で脱塩処理され、高純度の
処理水として排出される。この第2逆浸透膜装置5にお
いて分離された濃縮水は原水とともに再度逆浸透膜装置
1に返送されるため、僅かな塩類も確実に除去して装置
外へ排出されることを防止できる。
On the other hand, the treated water discharged from the reverse osmosis membrane device 1 is further desalted in the second reverse osmosis membrane device 5 and discharged as high-purity treated water. The concentrated water separated in the second reverse osmosis membrane device 5 is returned to the reverse osmosis membrane device 1 together with the raw water, so that even a small amount of salts can be reliably removed and prevented from being discharged outside the device.

【0036】さらに、NF膜装置2で発生した濃縮水及
び高圧逆浸透膜装置3において生じる高度に濃縮された
濃縮水の一部は前記晶析槽4へ導入される。該晶析槽4
では、これらに含まれる塩類を析出して固形物として除
去することができる。この晶析槽4において生じる上澄
み液は再びNF膜装置2へ導入路Bを経て逆浸透膜装置
1からの濃縮水とともに導入される。このように、晶析
槽4において塩類の一部を固形物として析出するため、
濃縮水として排出される塩類の量をより減少させること
ができる。
Further, the concentrated water generated in the NF membrane device 2 and a part of the highly concentrated concentrated water generated in the high pressure reverse osmosis membrane device 3 are introduced into the crystallization tank 4. The crystallization tank 4
Then, salts contained in these can be precipitated and removed as solids. The supernatant liquid generated in the crystallization tank 4 is again introduced into the NF membrane device 2 via the introduction path B together with the concentrated water from the reverse osmosis membrane device 1. As described above, since a part of the salts is precipitated as a solid in the crystallization tank 4,
The amount of salts discharged as concentrated water can be further reduced.

【0037】さらに高圧逆浸透膜装置3において分離さ
れた処理水は逆浸透膜装置1から排出された処理水とと
もに第2逆浸透膜装置5へ導入され、確実に脱塩処理さ
れる。
Further, the treated water separated in the high pressure reverse osmosis membrane device 3 is introduced into the second reverse osmosis membrane device 5 together with the treated water discharged from the reverse osmosis membrane device 1, and is subjected to a desalination treatment without fail.

【0038】また、逆浸透膜装置1、高圧逆浸透膜装置
3及び第2逆浸透膜装置5に円板状の逆浸透膜12をスペ
ーサー13の間に設けた逆浸透膜部14を複数積層した逆浸
透膜装置を使用したため、膜に処理水を透過させる際の
流路が広く確保できるので、目詰まり防止のための複雑
な前処理や薬品処理が不要である。また、前記逆浸透膜
装置1内の流れが乱流になるのでスケールや汚れの付
着、膜の閉塞が防止でき、また、長期間使用した後に逆
浸透膜の膜表面を洗浄することも容易に行える。
Further, a plurality of reverse osmosis membrane units 14 each having a disc-shaped reverse osmosis membrane 12 provided between spacers 13 are laminated on the reverse osmosis membrane device 1, the high pressure reverse osmosis membrane device 3, and the second reverse osmosis membrane device 5. Since the reverse osmosis membrane device is used, a wide flow path for permeating the treated water through the membrane can be secured, so that complicated pretreatment and chemical treatment for preventing clogging are unnecessary. In addition, since the flow in the reverse osmosis membrane device 1 becomes turbulent, it is possible to prevent adhesion of scale and dirt and blockage of the membrane, and it is also easy to clean the surface of the reverse osmosis membrane after long-term use. I can do it.

【0039】尚、上記実施の形態では、高圧逆浸透膜装
置3によって高度に濃縮された濃縮水の一部を晶析装置
4へ返送して、より濃縮効率を向上させるようにした
が、このように高度に濃縮された濃縮水の一部を晶析槽
4へ返送することは条件ではない。
In the above embodiment, a part of the concentrated water highly concentrated by the high pressure reverse osmosis membrane device 3 is returned to the crystallization device 4 to further improve the concentration efficiency. It is not a condition to return a part of the highly concentrated concentrated water to the crystallization tank 4 as described above.

【0040】さらに、上記実施の形態では逆浸透膜装置
1で分離した処理水を、さらに下流側に設けた第2逆浸
透膜装置5によって処理したが、このような第2逆浸透
膜装置を設けることは条件ではない。但し、上記実施の
形態のように、複数段の逆浸透膜処理を行えば、処理水
の質はより向上することになる。
Further, in the above embodiment, the treated water separated by the reverse osmosis membrane device 1 is treated by the second reverse osmosis membrane device 5 provided further downstream, but such a second reverse osmosis membrane device is used. The provision is not a condition. However, if a plurality of stages of reverse osmosis membrane treatment are performed as in the above embodiment, the quality of the treated water will be further improved.

【0041】また、上記実施の形態では逆浸透膜装置1
によって生じた濃縮水を直接透過膜としてのNF膜装置
2へ導入したが、例えば図3に示すように逆浸透膜装置
1で生じた濃縮水をさらに逆浸透膜装置1aに導入して、
ここで生じた濃縮水をNF膜装置2 に導入して、より濃
縮水を高濃度に濃縮することもできる。
In the above embodiment, the reverse osmosis membrane device 1 is used.
The concentrated water generated by the above is directly introduced into the NF membrane device 2 as a permeable membrane. For example, as shown in FIG. 3, the concentrated water generated in the reverse osmosis membrane device 1 is further introduced into the reverse osmosis membrane device 1a,
The concentrated water generated here can be introduced into the NF membrane device 2 to concentrate the concentrated water to a higher concentration.

【0042】また、上記実施の形態では、高濃度の濃縮
水を装置外へ排出して、別途処理することとしたが、例
えばこの濃縮水の処理方法としては再度廃棄物処理場へ
返送してもよい。このように、廃棄物処理場へ返送した
場合には、塩類が浸出水として再び処理されるため処理
設備から排出されることがない。
In the above-described embodiment, the high-concentration water is discharged outside the apparatus and is separately treated. For example, as a method for treating the concentrated water, the concentrated water is returned to the waste treatment plant again. Is also good. As described above, when the salt is returned to the waste treatment plant, the salt is treated again as leachate, so that the salt is not discharged from the treatment facility.

【0043】さらに、このように濃縮水を廃棄物処理場
へ返送する際に、返送場所に晶析槽のような槽を設け、
水分を蒸発させて塩類を固形物として析出させてもよ
い。或いは、細かい霧状にして散水して自然に塩類が析
出するように返送してもよく、いずれにしても固形物と
して塩類を得ることができるためその処理や取扱が容易
である。
Further, when returning the concentrated water to the waste treatment plant in this way, a tank such as a crystallization tank is provided at the return place,
The salts may be precipitated as solids by evaporating the water. Alternatively, fine mist may be applied and water may be sprinkled and returned so that salts may be naturally precipitated. In any case, since salts can be obtained as solids, the treatment and handling are easy.

【0044】また、上記実施の形態では、逆浸透膜装置
として円板状の平板状の逆浸透膜を使用した逆浸透膜装
置を使用したが、使用する逆浸透膜の形状としては、こ
の他中空糸型、スパイラル型及び管状型等、どのような
形状の逆浸透膜であってもよい。
Further, in the above embodiment, a reverse osmosis membrane device using a disc-shaped flat reverse osmosis membrane was used as the reverse osmosis membrane device. A reverse osmosis membrane of any shape such as a hollow fiber type, a spiral type and a tubular type may be used.

【0045】さらに、上記実施の形態では、浸出水を原
水として逆浸透膜装置1へ直接導入したが、例えは浸出
水を貯留槽に一度貯留して、pH調整等を行ってから逆
浸透膜へ透過させてもよい。この場合には、流量の調節
等も行えるため装置の管理、制御等をより容易に行うこ
とができる。
Further, in the above embodiment, the leachate was directly introduced into the reverse osmosis membrane device 1 as raw water, but, for example, the leachate was once stored in a storage tank, pH was adjusted, etc., and then the reverse osmosis membrane was used. May be transmitted. In this case, since the flow rate can be adjusted, the management and control of the apparatus can be performed more easily.

【0046】また、上記実施の形態では浸出水を原水と
して処理したが、本発明は浸出水以外にも、一般の装置
等から排出される塩類を含む水の脱塩処理に適用でき
る。
In the above embodiment, leachate is treated as raw water, but the present invention can be applied to desalination treatment of water containing salts discharged from general equipment in addition to leachate.

【0047】[0047]

【発明の効果】叙上のように、本発明は廃棄処分場から
排出される浸出水等の塩類を含む汚水の脱塩を確実に行
うことができると同時に、回収する塩類を含む濃縮水を
少なくすることによって回収した塩類の処理を簡易にす
ることを可能とした。
As described above, according to the present invention, desalination of sewage containing salt such as leachate discharged from a disposal site can be surely performed, and at the same time, concentrated water containing salt to be recovered can be used. By reducing the amount, it becomes possible to simplify the treatment of the collected salts.

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

【図1】本発明の実施の形態の一例としての水処理装置
の概略構成図。
FIG. 1 is a schematic configuration diagram of a water treatment apparatus as an example of an embodiment of the present invention.

【図2】逆浸透膜装置の概略断面図。FIG. 2 is a schematic sectional view of a reverse osmosis membrane device.

【図3】他の実施の形態としての水処理装置の概略構成
図。
FIG. 3 is a schematic configuration diagram of a water treatment apparatus as another embodiment.

【図4】従来の水処理装置の概略構成図。FIG. 4 is a schematic configuration diagram of a conventional water treatment apparatus.

【符号の説明】[Explanation of symbols]

1 逆浸透膜装置(逆浸透膜) 2 NF膜装置(透過膜) 3 高圧逆浸透膜装置(濃縮水処理用逆浸透膜) 4 晶析槽 1 reverse osmosis membrane device (reverse osmosis membrane) 2 NF membrane device (permeable membrane) 3 high pressure reverse osmosis membrane device (reverse osmosis membrane for concentrated water treatment) 4 crystallization tank

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI B01D 61/02 500 B01D 61/02 500 61/10 61/10 61/58 61/58 (72)発明者 牛越 健一 兵庫県加古郡稲美町中村540−41 (72)発明者 西本 俶士 兵庫県姫路市辻井7−17−1 (56)参考文献 特開 平8−290164(JP,A) 特開 昭54−77281(JP,A) (58)調査した分野(Int.Cl.7,DB名) B01D 61/00 - 61/58 C02F 1/44 ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification code FI B01D 61/02 500 B01D 61/02 500 61/10 61/10 61/58 61/58 (72) Inventor Kenichi Ushikoshi Kako, Hyogo 540-41 Nakamura, Inami-cho, Gunma (72) Inventor Tetsushi Nishimoto 7-17-1 Tsujii, Himeji-shi, Hyogo (56) References JP-A-8-290164 (JP, A) JP-A-54-77281 (JP, A) A) (58) Field surveyed (Int. Cl. 7 , DB name) B01D 61/00-61/58 C02F 1/44

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 塩類を含む原水を逆浸透膜に透過させて
処理水と塩類を含む濃縮水に分離する水処理方法におい
て、前記逆浸透膜によって分離された濃縮水を透過膜に
よって濾過し、該透過膜によって濾過された透過水をさ
らに濃縮水処理用逆浸透膜に透過させて分離された高度
濃縮水を排出する一方、前記透過膜によって濾過された
濃縮水を晶析処理し、該晶析処理時に生じる上澄みを前
記透過膜へ導入することを特徴とする水処理方法。
1. A water treatment method in which raw water containing salts is permeated through a reverse osmosis membrane to separate treated water and concentrated water containing salts, wherein the concentrated water separated by the reverse osmosis membrane is filtered through a permeable membrane. The permeated water filtered by the permeable membrane is further passed through a reverse osmosis membrane for concentrated water treatment to discharge the separated highly concentrated water, and the concentrated water filtered by the permeable membrane is subjected to crystallization treatment. A water treatment method, wherein a supernatant generated during the precipitation treatment is introduced into the permeable membrane.
【請求項2】 前記逆浸透膜によって分離された処理水
が、さらに逆浸透膜で処理される請求項1に記載の水処
理方法。
2. The water treatment method according to claim 1, wherein the treated water separated by the reverse osmosis membrane is further treated with a reverse osmosis membrane.
【請求項3】 塩類を含む原水を透過させて処理水と塩
類を含む濃縮水に分離する逆浸透膜装置(1) と、該逆浸
透膜装置(1) によって分離された濃縮水を濾過する透過
膜装置(2) と、該透過膜装置(2) によって濾過された透
過水が透過される濃縮水処理用逆浸透膜装置(3) と、該
濃縮水処理用逆浸透膜装置(3) によって分離される高度
濃縮水を排出する排出路(A) と、前記透過膜装置(2) に
よって濾過された濃縮水が導入される晶析槽(4) を備
え、且つ該晶析槽(4) で生じる上澄み液を前記透過膜装
置(2) へ導入する導入路(B) が設けられたことを特徴と
する水処理装置。
3. A reverse osmosis membrane device (1) for permeating salt-containing raw water to separate treated water and concentrated water containing salts, and filtering the concentrated water separated by the reverse osmosis membrane device (1). A permeable membrane device (2), a reverse osmosis membrane device for concentrated water treatment through which permeated water filtered by the permeable membrane device (2) is transmitted, and a reverse osmosis membrane device for concentrated water treatment (3) And a crystallization tank (4) into which the concentrated water filtered by the permeable membrane device (2) is introduced, and the crystallization tank (4). A) an introduction path (B) for introducing the supernatant liquid produced in the above) into the permeable membrane apparatus (2).
【請求項4】 前記逆浸透膜装置(1) の下流側に、該逆
浸透膜装置(1) によって分離された処理水が透過される
逆浸透膜装置(5) が設けられた請求項3に記載の水処理
装置。
4. A reverse osmosis membrane device (5) through which the treated water separated by the reverse osmosis membrane device (1) is transmitted is provided downstream of the reverse osmosis membrane device (1). A water treatment apparatus according to item 1.
JP08271179A 1996-10-14 1996-10-14 Water treatment method and water treatment device Expired - Lifetime JP3098965B2 (en)

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JP08271179A JP3098965B2 (en) 1996-10-14 1996-10-14 Water treatment method and water treatment device

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JP3098965B2 true JP3098965B2 (en) 2000-10-16

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Country Link
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US20150068982A1 (en) * 2013-04-25 2015-03-12 Mitsubishi Heavy Industries, Ltd. Water treatment process and water treatment system
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CN105358491B (en) 2013-07-05 2018-06-08 三菱重工业株式会社 Method for treating water and water treatment system
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