JP3213555B2 - Water treatment method and water treatment device - Google Patents

Water treatment method and water treatment device

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Publication number
JP3213555B2
JP3213555B2 JP30333296A JP30333296A JP3213555B2 JP 3213555 B2 JP3213555 B2 JP 3213555B2 JP 30333296 A JP30333296 A JP 30333296A JP 30333296 A JP30333296 A JP 30333296A JP 3213555 B2 JP3213555 B2 JP 3213555B2
Authority
JP
Japan
Prior art keywords
water
reverse osmosis
osmosis membrane
salts
membrane device
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
JP30333296A
Other languages
Japanese (ja)
Other versions
JPH10137759A (en
Inventor
吉則 梶山
一丸 佐伯
健一 牛越
明宏 田路
義満 深尾
木下  清
Original Assignee
神鋼パンテツク株式会社
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Priority to JP30333296A priority Critical patent/JP3213555B2/en
Publication of JPH10137759A publication Critical patent/JPH10137759A/en
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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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/124Water desalination
    • 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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/124Water desalination
    • Y02A20/131Reverse-osmosis

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  • Separation Using Semi-Permeable Membranes (AREA)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)

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、或いは二酸化ケイ
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, nitrogen, silicon dioxide, etc., leached from the incinerated waste, and when discharged as it is, for example, calcium ions become carbonate ions and sulfate ions. There has been a problem that it reacts to form an insoluble calcium salt and adheres as a scale to pipes and equipment, thereby deteriorating the equipment.

【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3に示すような水処
理装置によって、まず、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。
Therefore, conventionally, wastewater is first stored in a flow rate control tank 21 and then removed by a calcium removal tank 22 by a water treatment apparatus as shown in FIG. After the calcium is removed in the biological treatment tank 23, it is denitrified, and further coagulated and settled.
Sludge and treated water are separated by 24, and the treated water is treated as treated water after passing through a sand filtration tank 25, an activated carbon treatment tank 26, and a chelate adsorption treatment 27.

【0004】[0004]

【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、例えば二酸化ケイ素、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 silicon dioxide, magnesium, Sodium, chloride ions, sulfate ions, and other soluble salts cannot be removed, and if discharged as such into rivers, etc. as treated water, the rivers and soil may be contaminated by these salts. Had occurred.

【0005】上記水処理装置で除去できない原水中の塩
類を除去する方法として、逆浸透膜等の透過膜を使用し
て汚水処理をすることが考えられる。この逆浸透膜は、
塩類を含んだ原水を透過させると、塩類を濃縮した濃縮
水と塩類が除去された処理水に分離して塩類を除去する
透過膜であり、上記カルシウム以外の塩類をも除去する
ことができる。
[0005] As a method of removing salts in raw water that cannot be removed by the above-mentioned water treatment apparatus, sewage treatment using a permeable membrane such as a reverse osmosis membrane may be considered. This reverse osmosis membrane
When the raw water containing salts is permeated, the permeation membrane separates the concentrated water into which the salts are concentrated and the treated water from which the salts have been removed to remove the salts, and can also remove the salts other than the calcium.

【0006】しかし、このような逆浸透膜に二酸化ケイ
素を含む原水を透過させた際に、濃縮側に二酸化ケイ素
が存在する場合には、透過後の濃縮水では塩類濃度が高
くなり且つ二酸化ケイ素は他の塩類よりも溶解度が低い
低溶解度塩類であるため、膜の濃縮側では二酸化ケイ素
が溶解度を越えて、膜表面にスケールとして付着し、逆
浸透膜の処理能力を低下させるおそれがあった。また、
この二酸化ケイ素はスケールとして一旦析出した場合に
は酸やアルカリ等の薬品を使用しても洗浄することが困
難であった。
However, when raw water containing silicon dioxide is permeated through such a reverse osmosis membrane, if silicon dioxide is present on the concentrated side, the concentration of salts in the concentrated water after permeation increases and the concentration of silicon dioxide increases. Is a low-solubility salt with lower solubility than other salts, so silicon dioxide may exceed the solubility on the concentrated side of the membrane, adhere to the membrane surface as scale, and reduce the processing capacity of the reverse osmosis membrane. . Also,
This silicon dioxide, once deposited as a scale, was difficult to clean even with chemicals such as acids and alkalis.

【0007】しかも、この時スケールとして付着しなか
った溶解二酸化ケイ素は、濃縮水中にも残留して、さら
にはこの濃縮水を晶析やその他の膜処理を行っても、除
去することができないため、水処理装置から排出される
処理水中に二酸化ケイ素が含まれたままとなり、処理水
の水質低下を招いていた。また,原水中に硫酸カルシウ
ム、炭酸カルシウム等の低溶解度塩類が含まれる場合
も、前記二酸化ケイ素と同様に処理水の水質低下を招い
ていた。
Further, the dissolved silicon dioxide which did not adhere as a scale at this time remains in the concentrated water, and cannot be removed even if the concentrated water is subjected to crystallization or other film treatment. In addition, silicon dioxide is still contained in the treated water discharged from the water treatment device, and the quality of the treated water is reduced. Also, when low-solubility salts such as calcium sulfate and calcium carbonate are contained in the raw water, the quality of the treated water is lowered as in the case of the silicon dioxide.

【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、二酸化ケイ素等の低溶解度塩
類を含む浸出水等の汚水の脱塩処理を逆浸透膜によって
容易に行うことの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。
SUMMARY OF THE INVENTION The present invention has been made to solve such a problem, and it is an object of the present invention to easily perform a desalination treatment of sewage such as leachate containing low solubility salts such as silicon dioxide by using a reverse osmosis membrane. It is an object of the present invention to provide a water treatment method and a treatment apparatus which can perform the above.

【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、低溶解度塩
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、前記原水中か
ら低溶解度塩類を低溶解度塩類除去手段によって除去し
た後に、前記逆浸透膜に透過させ、前記逆浸透膜によっ
て分離された濃縮水をNF膜によって濾過し、該NF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し、更に、
前記NF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NF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 raw water containing low solubility salts is used. In a water treatment method for separating into treated water and concentrated water containing salts by passing through a reverse osmosis membrane, after removing low-solubility salts from the raw water by low-solubility salt removal means, passing through the reverse osmosis membrane, The concentrated water separated by the reverse osmosis membrane is filtered by an NF membrane, and the permeated water filtered by the NF membrane is further passed through a reverse osmosis membrane for concentrated water treatment to discharge the separated highly concentrated water .
The concentrated water filtered by the NF membrane is subjected to crystallization treatment,
It is to introduce a supernatant generated during the crystallization treatment into the NF film .

【0010】また、水処理装置としての特徴は、低溶解
度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 の上流側に、原水中から低
溶解度塩類を除去する低溶解度塩類除去手段が設けら
れ、前記逆浸透膜装置(1) によって分離された濃縮水を
濾過するNF膜装置(2) と、該NF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NF
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) とを備え、且つ該晶析槽(4) で生じる上澄み液を
前記NF膜装置(2) へ導入する導入路(B)が設けられた
ことにある。
A feature of the water treatment apparatus is that, on the upstream side of the reverse osmosis membrane apparatus 1 which permeates raw water containing low-solubility salts and separates it into treated water and concentrated water containing salts, low-solubility salts are supplied from the raw water. An NF membrane device (2) for filtering concentrated water separated by the reverse osmosis membrane device (1), and a permeate filtered by the NF membrane device (2). There a reverse osmosis unit for concentrated water processing is transmitted (3), the discharge passage for discharging the highly concentrated water, which is separated by reverse for the concentrated water treatment osmosis unit (3) and (a), the NF
Crystallization in which concentrated water filtered by the membrane device (2) is introduced
And a supernatant liquid generated in the crystallization tank (4).
An introduction path (B) for introducing into the NF membrane device (2) is provided .

【0011】すなわち上記のように本発明では、塩類を
含む浸出水等の原水から二酸化ケイ素等の低溶解度塩類
を除去する手段を有するため、逆浸透膜、特に濃縮側に
おいて析出した低溶解度塩類がスケールとして膜表面に
付着することを防止できる。
That is, as described above, since the present invention has a means for removing low-solubility salts such as silicon dioxide from raw water such as leachate containing salts, the low-solubility salts precipitated on the reverse osmosis membrane, particularly on the concentration side, are removed. It can be prevented from adhering to the film surface as a scale.

【0012】[0012]

【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は凝集沈
殿装置Fで得られた二酸化ケイ素を除去された原水が導
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 raw water from which silicon dioxide obtained by a coagulation sedimentation apparatus F has been removed is introduced. As shown, a plurality of sets of reverse osmosis membrane portions 14 each having a disk-shaped reverse osmosis membrane 12 provided between disk-shaped spacers 13 are stacked in a cylindrical device main body 11.

【0013】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
圧以上の圧力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. An end plate 16 is provided above the reverse osmosis membrane section 14 so as to withstand a pressure higher than the osmotic pressure.

【0014】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.

【0015】逆浸透膜装置1が上記のように円板状の逆
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。従って、例え
ば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。
Since the reverse osmosis membrane device 1 includes a plurality of reverse osmosis membrane sections 14 in which the disc-shaped reverse osmosis membranes 12 are provided between the disc-shaped spacers 13 as described above, A wide flow path can be ensured when the treated water is allowed to permeate. Therefore, for example, after long-term use, the surface of the reverse osmosis membrane can be easily cleaned.

【0016】前記凝集沈殿装置Fは、凝集沈殿槽に貯留
された原水に凝集剤を添加して、原水中に含まれる二酸
化ケイ素を凝集沈殿させて除去するもので、この凝集沈
殿槽では、原水中の二酸化ケイ素を沈殿させた後に、濾
過等によって上澄み水のみを逆浸透膜装置1へ導入す
る。
The coagulation / sedimentation apparatus F is an apparatus for adding a coagulant to raw water stored in a coagulation / sedimentation tank to coagulate and remove silicon dioxide contained in the raw water. After the silicon dioxide in the water is precipitated, only the supernatant water is introduced into the reverse osmosis membrane device 1 by filtration or the like.

【0017】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膜)が設けられ、該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Ca
CO3 やCaSO4 を濾過して除去することができるN
F膜装置である。
Reference numeral 2 denotes a nanofilter (NF membrane) as a permeable membrane through which the concentrated water separated by the reverse osmosis membrane device 1 is introduced and filtered. Salts of the above negative ions, for example, Ca
N that can remove CO 3 and CaSO 4 by filtration
This is an F film apparatus.

【0018】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. 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.

【0019】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。
Reference numeral 4 denotes 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.

【0020】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.

【0021】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 in 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.

【0022】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. .

【0023】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.

【0024】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 treatment method for treating leachate by the leachate treatment apparatus 20 having the above configuration will be described.

【0025】まず、廃棄物処理場から浸出される浸出水
を原水として前記凝集沈殿装置Fに導入する。該凝集沈
殿装置F内では、凝集沈殿槽内の原水に凝集沈殿剤を添
加して、二酸化ケイ素を攪拌しながら凝集させ、このフ
ロックを沈殿させた後に、上澄み液を二酸化ケイ素の除
去された原水を得ることができる。凝集沈殿剤として
は、硫酸バンド、塩化鉄、ポリ塩化アルミニウム等が使
用できる。
First, leachate leached from a waste treatment plant is introduced as raw water into the coagulation sedimentation apparatus F. In the coagulating sedimentation apparatus F, a coagulating sedimentation agent is added to the raw water in the coagulating sedimentation tank, and the silicon dioxide is coagulated while stirring, and the floc is settled. Can be obtained. Sulfuric acid bands, iron chloride, polyaluminum chloride and the like can be used as the coagulating sedimentation agent.

【0026】二酸化ケイ素は溶解度が低く、35°Cに
おいて140〜150mg/l程度の溶解度であるた
め、これ以上の濃度の原水を直接逆浸透膜に透過させた
場合には膜上にスケールとして析出するおそれがあり、
特に逆浸透膜の濃縮側においては濃縮水の塩類濃度が高
いため、二酸化ケイ素が析出しやすくなる。また、この
二酸化ケイ素が溶解している場合には、濃縮水に残留し
て他の膜処理、例えば逆浸透膜装置1やNF膜装置2や
高圧逆浸透膜装置3或いは晶析装置4においてもさらに
濃縮されスケールの原因となる。
Since silicon dioxide has a low solubility and a solubility of about 140 to 150 mg / l at 35 ° C., when raw water having a higher concentration is directly passed through the reverse osmosis membrane, it is deposited on the membrane as scale. May cause
Particularly, on the concentration side of the reverse osmosis membrane, the concentration of salts in the concentrated water is high, so that silicon dioxide tends to precipitate. When the silicon dioxide is dissolved, it remains in the concentrated water and is subjected to another membrane treatment, for example, in the reverse osmosis membrane device 1, the NF membrane device 2, the high pressure reverse osmosis membrane device 3, or the crystallization device 4. It is further concentrated and causes scale.

【0027】従って、原水中の二酸化ケイ素を膜処理す
る前工程で除去することによってスケールの原因を容易
に除去することができると同時に水処理装置20内で二酸
化ケイ素が濃縮されて存在することがなく、また処理水
中に残留することがない。
Therefore, it is possible to easily remove the cause of scale by removing silicon dioxide in raw water in a process prior to membrane treatment, and at the same time, it is possible that silicon dioxide is concentrated and present in the water treatment apparatus 20. And does not remain in the treated water.

【0028】さらに、該凝集沈殿装置Fで二酸化ケイ素
が除去された原水は逆浸透膜装置1へ導入されるが、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、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。
Further, the raw water from which the silicon dioxide has been removed by the coagulation and sedimentation apparatus F is introduced into the reverse osmosis membrane apparatus 1, and the reverse osmosis membrane apparatus 1 has a disk-shaped reverse osmosis membrane 12 as described above. Are laminated, the surface of the reverse osmosis membrane 12 and the spacer
When pressure is applied when raw water flows between 13, the reverse osmosis membrane 12 permeates only water and the treated water that has been desalinated accumulates inside the membrane, and the treated water is installed vertically in the center of the apparatus main body 11 The treated water is discharged from the reverse osmosis membrane device 1 through the treated water pipe 18 as treated water, while the raw water is discharged from the reverse osmosis membrane device 1 as concentrated water through the concentrated water pipe 19 passing between the reverse osmosis membrane 12 and the spacer 13. Is done.

【0029】次に、該濃縮水はNF膜装置2に導入され
て濃縮水中の塩類、特にCaCO3やCaSO4 等の2
価以上の負イオンを濾過によって有効に除去した後、そ
の透過水を高圧逆浸透膜装置3へ導入する。
Next, the concentrated water is introduced into the NF membrane device 2 and the salts in the concentrated water, particularly, the salts such as CaCO 3 and CaSO 4 are removed.
After the negative ions having a valency or higher are effectively removed by filtration, the permeated water is introduced into the high-pressure reverse osmosis membrane device 3.

【0030】一方、前記逆浸透膜装置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. This second reverse osmosis membrane device 5
Is returned to the reverse osmosis membrane device 1 together with the raw water, so that it is possible to reliably remove even a small amount of salts and prevent the concentrated water from being discharged out of the device.

【0031】また、逆浸透膜装置1において処理する原
水中には二酸化ケイ素が含まれていないため、該逆浸透
膜上に二酸化ケイ素がスケールとして析出することはな
い。
Since the raw water to be treated in the reverse osmosis membrane device 1 does not contain silicon dioxide, silicon dioxide does not precipitate as scale on the reverse osmosis membrane.

【0032】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。
Further, the concentrated water generated in the NF membrane device 2 and a part of the highly concentrated water generated in the high-pressure reverse osmosis membrane device 3 are introduced into the crystallization tank 4. In the crystallization tank 4, salts contained therein can be precipitated and removed as solids.

【0033】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。
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 some of the salts are precipitated as solids in the crystallization tank 4, the amount of salts discharged as concentrated water can be further reduced.

【0034】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.

【0035】尚、上記実施の形態では、二酸化ケイ素除
去手段として凝集沈殿装置Fを設けたが、二酸化ケイ素
除去手段としてはこれに限定されるものではなく、例え
ば、イオン交換樹脂を用いて二酸化ケイ素を除去する除
去手段等であってもよく、要は原水中の二酸化ケイ素を
除去できる手段であればその手段は問わない。また、二
酸化ケイ素以外の硫酸カルシウム、炭酸カルシウム等の
低溶解度塩類を含む原水の場合には、それらの低溶解度
塩類を除去できる手段が設けられていればよい。
In the above embodiment, the coagulating sedimentation apparatus F is provided as a means for removing silicon dioxide. However, the means for removing silicon dioxide is not limited thereto. Any means may be used as long as it can remove silicon dioxide in raw water. Further, in the case of raw water containing low-solubility salts such as calcium sulfate and calcium carbonate other than silicon dioxide, it is only necessary to provide a means capable of removing these low-solubility salts.

【0036】また、上記実施の形態では、逆浸透膜装置
1で生じた濃縮水をNF膜装置2に導入し、さらに高圧
逆浸透膜装置3で処理したが、逆浸透膜装置1で発生し
た濃縮水をこのように処理することは条件ではない。但
し、このようにNF膜及び高圧逆浸透膜装置等の透過膜
で逆浸透膜装置からの濃縮水を処理するようにした場合
には、濃縮水がさらに濃縮されて塩濃度の高い液体とし
て排出する量が少量で済むためその処理が容易であると
いう利点がある。この場合にNF膜で処理してから、透
過膜で処理を行えば、2価以上のイオンを選択的にNF
膜で除去できるため、その後の透過膜上にスケールが生
じることを効果的に防止できる。
In the above embodiment, the concentrated water generated in the reverse osmosis membrane device 1 is introduced into the NF membrane device 2 and further processed in the high-pressure reverse osmosis membrane device 3. Treating the retentate in this manner is not a condition. However, when the concentrated water from the reverse osmosis membrane device is treated with a permeable membrane such as an NF membrane and a high-pressure reverse osmosis membrane device, the concentrated water is further concentrated and discharged as a liquid having a high salt concentration. There is an advantage that the processing is easy because only a small amount is required. In this case, if the treatment with the NF membrane and then the treatment with the permeable membrane are performed, ions having two or more valences can be selectively removed from the NF membrane.
Since it can be removed by the membrane, it is possible to effectively prevent the subsequent formation of scale on the permeable membrane.

【0037】さらに、上記実施の形態では濃縮水の処理
において晶析槽4を設け、塩類を固形物で析出させて発
生する濃縮水をより現象させることとしたが、この晶析
槽4を設けることも条件ではない。
Further, in the above-described embodiment, the crystallization tank 4 is provided in the treatment of the concentrated water, and the concentrated water generated by depositing the salts as a solid substance is made more phenomena. That is not a condition.

【0038】また、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。
In the above embodiment, the reverse osmosis membrane device 1 is used.
The treated water separated in the above is treated by the second reverse osmosis membrane device 5 further provided on the downstream side, but providing such a second reverse osmosis membrane device 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.

【0039】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。
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.

【0040】さらに、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二酸化ケイ素等の低溶解度塩類を含
む水の脱塩処理に適用できる。
Further, in the above embodiment, leachate was treated as raw water. However, the present invention is not limited to leachate, and desalination treatment of water containing low-soluble salts such as silicon dioxide discharged from general equipment is used. Applicable to

【0041】[0041]

【発明の効果】叙上のように、本発明は廃棄処分場から
排出される浸出水に高濃度の二酸化ケイ素等の低溶解度
塩類が含有されていた場合にも、脱塩処理を行う前に低
溶解度塩類を除去するため、逆浸透膜上にスケールを生
じさせることを防止でき、従って、膜機能を低下させる
ことなく且つ確実に浸出水等の水の脱塩処理を行うこと
ができる。
As described above, the present invention can be applied to the case where leachate discharged from a disposal site contains low-concentration salts such as silicon dioxide at a high concentration before desalination. Since low-solubility salts are removed, it is possible to prevent scale from being formed on the reverse osmosis membrane. Therefore, desalination of water such as leachate can be reliably performed without deteriorating the membrane function.

【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】従来の水処理装置の概略構成図。FIG. 3 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 F 凝集沈殿装置 Reference Signs List 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 F coagulation settling device

フロントページの続き (72)発明者 深尾 義満 兵庫県宝塚市米谷2丁目5−4 (72)発明者 木下 清 大阪府四条畷市南野1丁目15−29 (56)参考文献 特開 昭51−100976(JP,A) 特開 昭58−6297(JP,A) 特開 平8−290164(JP,A) (58)調査した分野(Int.Cl.7,DB名) C02F 1/44 B01D 61/00 - 61/58 Continuation of the front page (72) Inventor Yoshimitsu Fukao 2-5-4 Yoneya, Takarazuka-shi, Hyogo (72) Inventor Kiyoshi Kinoshita 1-15-29, Minamino, Shijonawate-shi, Osaka (56) References JP-A-51-100976 ( JP, A) JP-A-58-6297 (JP, A) JP-A-8-290164 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) C02F 1/44 B01D 61/00 -61/58

Claims (6)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 低溶解度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、前記原水中から低溶解度塩類を低溶解度塩
類除去手段によって除去した後に、前記逆浸透膜に透過
させ、前記逆浸透膜によって分離された濃縮水をNF膜
によって濾過し、該NF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
度濃縮水を排出し、更に、前記NF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NF膜へ導入することを特徴とする水処理方法。
1. A water treatment method for permeating raw water containing low-solubility salts through a reverse osmosis membrane to separate treated water and concentrated water containing salts, wherein the low-solubility salts are removed from the raw water by a low-solubility salt removing means. Then, the concentrated water separated by the reverse osmosis membrane is filtered through a NF membrane, and the permeated water filtered by the NF membrane is further passed through a reverse osmosis membrane for concentrated water treatment. The separated highly concentrated water is discharged, and further filtered by the NF membrane.
The concentrated water is crystallized, and the supernatant generated during the crystallization is removed.
A water treatment method, wherein the method is introduced into the NF membrane .
【請求項2】 前記低溶解度塩類除去手段が、低溶解度
塩類を凝集沈殿させることによって低溶解度塩類を除去
する請求項1に記載の水処理方法。
2. The water treatment method according to claim 1, wherein the low-solubility salts removing means removes the low-solubility salts by coagulating and precipitating the low-solubility salts.
【請求項3】 前記原水に含まれる低溶解度塩類が二酸
化ケイ素である請求項1又は請求項2に記載の水処理方
法。
3. The water treatment method according to claim 1, wherein the low solubility salt contained in the raw water is silicon dioxide.
【請求項4】 低溶解度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) の
上流側に、原水中から低溶解度塩類を除去する低溶解度
塩類除去手段が設けられ、前記逆浸透膜装置(1) によっ
て分離された濃縮水を濾過するNF膜装置(2) と、該N
F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NF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) とを備え、且つ該晶析槽
(4)で生じる上澄み液を前記NF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。
4. A low solubility salt for removing low solubility salts from raw water upstream of a reverse osmosis membrane device (1) for permeating raw water containing low solubility salts and separating into treated water and concentrated water containing salts. An NF membrane device (2) for removing concentrated water separated by the reverse osmosis membrane device (1);
The reverse osmosis membrane device for concentrated water treatment (3) through which the permeated water filtered by the F membrane device (2) is transmitted, and the highly concentrated water separated by the reverse osmosis membrane device for concentrated water treatment (3) are discharged. Discharge path (A), and the concentration filtered by the NF membrane device (2).
A crystallization tank (4) into which water is introduced, and the crystallization tank
The supernatant generated in (4) is introduced into the NF membrane device (2).
A water treatment apparatus, wherein an introduction path (B) is provided .
【請求項5】 前記低溶解度塩類除去手段が凝集沈殿装
置である請求項に記載の水処理装置。
5. The water treatment apparatus according to claim 4 , wherein said low solubility salt removing means is a coagulation sedimentation apparatus.
【請求項6】 前記原水に含まれる低溶解度塩類が二酸
化ケイ素である請求項4又は請求項5に記載の水処理装
置。
6. The water treatment apparatus according to claim 4, wherein the low solubility salt contained in the raw water is silicon dioxide.
JP30333296A 1996-11-14 1996-11-14 Water treatment method and water treatment device Expired - Lifetime JP3213555B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30333296A JP3213555B2 (en) 1996-11-14 1996-11-14 Water treatment method and water treatment device

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Application Number Priority Date Filing Date Title
JP30333296A JP3213555B2 (en) 1996-11-14 1996-11-14 Water treatment method and water treatment device

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Publication Number Publication Date
JPH10137759A JPH10137759A (en) 1998-05-26
JP3213555B2 true JP3213555B2 (en) 2001-10-02

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ID=17919711

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Country Status (1)

Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6410139B1 (en) 1999-03-08 2002-06-25 Chisso Corporation Split type conjugate fiber, method for producing the same and fiber formed article using the same

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016147414A1 (en) * 2015-03-19 2016-09-22 三菱重工業株式会社 Water treatment system and power generation apparatus

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6410139B1 (en) 1999-03-08 2002-06-25 Chisso Corporation Split type conjugate fiber, method for producing the same and fiber formed article using the same
US6617023B2 (en) 1999-03-08 2003-09-09 Chisso Corporation Splittable multi-component fiber, method for producing it, and fibrous article comprising it

Also Published As

Publication number Publication date
JPH10137759A (en) 1998-05-26

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