JP2001212433A - Pretreating device for raw water fed to reverse osmosis membrane treating device - Google Patents

Pretreating device for raw water fed to reverse osmosis membrane treating device

Info

Publication number
JP2001212433A
JP2001212433A JP2000024975A JP2000024975A JP2001212433A JP 2001212433 A JP2001212433 A JP 2001212433A JP 2000024975 A JP2000024975 A JP 2000024975A JP 2000024975 A JP2000024975 A JP 2000024975A JP 2001212433 A JP2001212433 A JP 2001212433A
Authority
JP
Japan
Prior art keywords
water
filter
osmosis membrane
solution
reverse osmosis
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.)
Pending
Application number
JP2000024975A
Other languages
Japanese (ja)
Inventor
Yoshisuke Nakamura
吉佑 中村
Toshiro Miyoshi
俊郎 三好
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Toray Engineering Co Ltd
Original Assignee
Toray Engineering Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Toray Engineering Co Ltd filed Critical Toray Engineering Co Ltd
Priority to JP2000024975A priority Critical patent/JP2001212433A/en
Publication of JP2001212433A publication Critical patent/JP2001212433A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/124Water desalination
    • Y02A20/131Reverse-osmosis

Abstract

PROBLEM TO BE SOLVED: To provide pretreating device capable of preventing deterioration of water quality of secondary filtered water fed to a reverse osmosis membrane treating device, even in an operation of the device for long hours, as a sealed piping type (a non-open piping type) pretreating device for pretreating raw water fed to the reverse osmosis membrane treating device. SOLUTION: This pretreating device is provided with a flocculant addition device 7, a filter device 8 (a primary filter means), a protection filter 9 (a secondary filter means), a pH adjusting agent addition device 11, a sterilizer addition device 13, a water intake pump 14, a high pressure pump 15, a backward washing device 60, and a germicide addition device 64, and the bite. The backward washing device 60 stores mixed liquid of primary filtered water and a germicide added solution in a backward washing water tank 61, and also adds the germicide added solution via a piping 73 to the mixed liquid taken out from the backward washing water tank 61 with backward washing liquid feed means 63 to be mixed, then feeds it to the filter device 8 to backward wash the filter device 8.

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、逆浸透膜処理装置
に供給する原水の前処理装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pretreatment device for raw water supplied to a reverse osmosis membrane treatment device.

【0002】[0002]

【従来の技術】従来、周知のように、海水の逆浸透膜式
淡水化設備においては、海水を前処理して逆浸透膜処理
装置に供給、すなわち、一般には、海水を滅菌処理及び
凝集濾過処理して濾過器(例えば、砂濾過器)に送って
一次濾過すると共にこの一次濾過水を一旦、中間貯留槽
に貯え、そして、必要に応じて、かかる中間貯留槽から
保安フィルターに一次濾過水を送ると共にその途中にお
いてpH調整処理等を行い、もって逆浸透膜の目詰り防
止に適した水質の二次濾過水を得た上で、それを逆浸透
膜処理装置に送って処理している。
2. Description of the Related Art As is well known, in seawater reverse osmosis membrane type desalination equipment, seawater is pretreated and supplied to a reverse osmosis membrane treatment apparatus. The treated water is sent to a filter (for example, a sand filter) for primary filtration, and the primary filtered water is temporarily stored in an intermediate storage tank, and if necessary, the primary filtered water is transferred from the intermediate storage tank to a security filter. In addition, pH adjustment treatment and the like are performed on the way, and secondary filtered water having a quality suitable for preventing clogging of the reverse osmosis membrane is obtained, and then sent to the reverse osmosis membrane processing device for processing. .

【0003】[0003]

【発明が解決しようとする課題】ところが、このような
前処理においては、滅菌処理及び凝集濾過処理した一次
濾過水を一時的に中間貯留槽に貯えている関係上、外部
からの汚染物質の混入或いは一次濾過水の滞留に起因し
ての微生物増殖による水質悪化を招来し易く、しかも、
塩素を滅菌剤として用いているので、海水(原水)中の
有機物が、微生物に資化され易い低分子有機物に分解さ
れ、従って、逆浸透膜処理装置の膜モジュール内での微
生物増殖が促進されると共に、海水中の有機物と塩素と
が反応して有害なトリハロメタンが生成される危険性が
高いといった欠点を有していた。
However, in such a pretreatment, since the primary filtered water which has been subjected to the sterilization treatment and the coagulation filtration treatment is temporarily stored in the intermediate storage tank, contaminants from outside are mixed. Or it is easy to cause water quality deterioration due to microbial growth due to stagnation of the primary filtered water, and
Since chlorine is used as a sterilant, organic matter in seawater (raw water) is decomposed into low-molecular-weight organic matter that is easily assimilated by microorganisms, and therefore, the growth of microorganisms in the membrane module of the reverse osmosis membrane treatment device is promoted. In addition, there is a drawback that there is a high risk that harmful trihalomethane is generated by the reaction between chlorine and organic matter in seawater.

【0004】また、滅菌処理及び凝集濾過処理した一次
濾過水を一時的に貯える中間貯留槽が、濾過器と保安フ
ィルターとの間、すなわち、濾過器の後段(逆浸透膜処
理装置側)に設置されている為に、中間貯留槽の貯水量
に応じて原水(海水)取水用のポンプのON−OFF運
転制御を行うと、濾過性能が不安定な事態が発生し易
く、かつ、これに起因して濾過処理水質が悪化するとい
った欠点も有していた。
[0004] Further, an intermediate storage tank for temporarily storing the primary filtered water subjected to the sterilization treatment and the coagulation filtration treatment is provided between the filter and the security filter, that is, at a stage after the filter (reverse osmosis membrane treatment device side). Therefore, if the pump for raw water (seawater) intake control is turned on and off according to the amount of water stored in the intermediate storage tank, the filtration performance is likely to be unstable, and And the quality of the filtered water deteriorates.

【0005】そこで、本発明者達は、先願(特願平11
−89153)において、その一解決手段として、滅菌
処理に塩素を用いないでpH調整処理と同様に鉱酸を用
いればよいこと、及びそれに加えて処理管路系を、従来
のように中間貯留槽を設置する所謂、開放管路系にしな
いで、中間貯留槽を設置しない形態の密閉管路系(非開
放管路系)に設けることを提案した。
Therefore, the inventors of the present invention applied for a prior application (Japanese Patent Application No.
-89153), one solution is to use a mineral acid in the same manner as in the pH adjustment treatment without using chlorine for the sterilization treatment. It has been proposed to provide a closed pipeline system (non-open pipeline system) in which an intermediate storage tank is not installed, instead of providing a so-called open pipeline system.

【0006】しかし、そのようにしても、長時間にわた
っての装置運転において、砂濾過器自体における菌の増
殖防止が不十分になり易く、その為、逆浸透膜処理装置
に供給される二次濾過水の水質が次第に悪化し、逆浸透
膜処理装置内でのバイオファウリング発生による性能低
下をもたらす恐れがあった。
However, even in such a case, in the operation of the apparatus for a long time, the prevention of the growth of bacteria in the sand filter itself tends to be insufficient, so that the secondary filtration supplied to the reverse osmosis membrane treatment apparatus is performed. The water quality of water gradually deteriorated, and there was a possibility that the performance would be reduced due to the occurrence of biofouling in the reverse osmosis membrane treatment device.

【0007】[0007]

【発明が解決しようとする課題】本発明の目的は、上述
した従来の問題を解消し、長時間にわたっての装置運転
においても、逆浸透膜処理装置に供給される二次濾過水
の水質悪化を防止することができる前処理装置を提供す
ることにある。
SUMMARY OF THE INVENTION An object of the present invention is to solve the above-mentioned conventional problems and to prevent the deterioration of the quality of the secondary filtered water supplied to the reverse osmosis membrane treatment apparatus even when the apparatus is operated for a long time. An object of the present invention is to provide a pretreatment device that can prevent such a problem.

【0008】[0008]

【課題を解決するための手段】上記目的を達成する本発
明に係る前処理装置は、原水を濾過器へポンプ送りする
第1管路と、前記濾過器からの一次濾過水を直接、保安
フィルターへ送る第2管路と、前記保安フィルターから
の二次濾過水を高圧ポンプを経由して逆浸透膜処理装置
へ送る第3管路と、前記第1管路を流れる前記原水に凝
集剤溶液を添加する凝集剤添加装置と、前記第2管路を
流れる前記一次濾過水にpH調整用鉱酸溶液を添加する
pH調整剤添加装置と、前記第1〜3管路の内のいずれ
か一つの管路においてそこを流れる前記原水若しくは前
記濾過水に滅菌用鉱酸溶液を添加する滅菌剤添加装置と
を備えた逆浸透膜処理装置に供給する原水の前処理装置
において、前記濾過器を逆洗する逆洗装置を装着したこ
とを特徴とするものである。
According to the present invention, there is provided a pretreatment apparatus comprising: a first conduit for pumping raw water to a filter; and a primary filter for directly filtering primary filtered water from the filter. A second conduit for sending the secondary filtered water from the security filter to a reverse osmosis membrane treatment device via a high-pressure pump; and a coagulant solution in the raw water flowing through the first conduit. A pH adjusting agent adding device for adding a pH adjusting mineral acid solution to the primary filtered water flowing through the second pipe, and one of the first to third pipes. A pre-treatment device for supplying raw water to a reverse osmosis membrane treatment device having a sterilizing agent adding device for adding a sterilizing mineral acid solution to the raw water or the filtered water flowing therethrough in one of the pipelines; It also features a backwashing device for washing It is.

【0009】このように、濾過器(一次濾過手段)及び
保安フィルター(二次濾過手段)を装着した処理管路系
を、中間貯留槽を設置しない形態の密閉管路系(非開放
管路系)に設けていると共に濾過器を逆洗する逆洗装置
を装着しているので、長時間にわたっての装置運転にお
いても、逆浸透膜処理装置に供給される二次濾過水の水
質悪化を防止することができ、もって、逆浸透膜処理装
置内でのバイオファウリング発生による性能低下を阻止
して安定した逆浸透膜処理を行なうことができる。
As described above, the processing pipeline system equipped with the filter (primary filtration unit) and the security filter (secondary filtration unit) is replaced with a closed pipeline system (non-open pipeline system) in which no intermediate storage tank is installed. ) And a backwashing device for backwashing the filter is installed, so that the quality of the secondary filtered water supplied to the reverse osmosis membrane treatment device is prevented from deteriorating even when the device is operated for a long time. Therefore, it is possible to prevent the performance degradation due to the occurrence of biofouling in the reverse osmosis membrane treatment apparatus, and to perform the stable reverse osmosis membrane treatment.

【0010】[0010]

【発明の実施の形態】図1において、海水淡水化設備が
示されているが、この淡水化設備は、前処理装置1、逆
浸透膜処理装置2、後処理装置3、膜洗浄装置4等を備
え、そして、前処理装置1は、第1管路6を流れる海水
(原水)に凝集剤溶液を添加する凝集剤添加装置7と、
一次濾過手段である砂濾過器8と、二次濾過手段である
保安フィルター9と、第2管路10を流れる一次濾過水
にpH調整用鉱酸溶液を添加するpH調整剤添加装置1
1と、第3管路12を流れる二次濾過水に滅菌用鉱酸溶
液を添加する滅菌剤添加装置13等で構成されている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows a seawater desalination facility. The desalination facility includes a pretreatment device 1, a reverse osmosis membrane treatment device 2, a post treatment device 3, a membrane cleaning device 4, and the like. And a pretreatment device 1 includes a coagulant addition device 7 that adds a coagulant solution to seawater (raw water) flowing through the first conduit 6,
A sand filter 8 as a primary filtration means, a security filter 9 as a secondary filtration means, and a pH adjusting agent adding device 1 for adding a mineral acid solution for pH adjustment to primary filtered water flowing through a second pipe 10.
1 and a sterilizing agent addition device 13 for adding a sterilizing mineral acid solution to the secondary filtered water flowing through the third pipe 12.

【0011】なお、第1管路6は、取水ポンプ14及び
砂濾過器8に連結されている。また、第2管路10は、
砂濾過器8及び保安フィルター9に連結されている。ま
た、第3管路12は、保安フィルター9及び逆浸透膜処
理装置2の第1段膜モジュール17に連結され、かつ、
第3管路12に高圧ポンプ15が装着されている。
The first pipe 6 is connected to the water intake pump 14 and the sand filter 8. In addition, the second pipeline 10
It is connected to a sand filter 8 and a security filter 9. Further, the third conduit 12 is connected to the security filter 9 and the first-stage membrane module 17 of the reverse osmosis membrane treatment device 2, and
A high-pressure pump 15 is mounted on the third pipe 12.

【0012】その為、取水ポンプ14の運転によって海
水(原水)を砂濾過器8へ送ることができると共に高圧
ポンプ15の運転によって二次濾過水を高加圧せしめて
逆浸透膜処理装置2に供給することができるが、その
際、凝集剤添加装置7によって所定濃度の塩化第2鉄溶
液(凝集剤溶液)が管路18を経て添加されると共に、
pH調整剤添加装置11によって硫酸溶液(pH調整用
鉱酸溶液)が管路19を経て添加され、更に、滅菌剤添
加装置13によって管路20を経て硫酸溶液(滅菌用鉱
酸溶液)が添加される。
Therefore, seawater (raw water) can be sent to the sand filter 8 by the operation of the water intake pump 14, and the secondary filtered water can be highly pressurized by the operation of the high-pressure pump 15, and can be supplied to the reverse osmosis membrane treatment device 2. At this time, a ferric chloride solution (coagulant solution) having a predetermined concentration is added via the line 18 by the coagulant adding device 7, and
A sulfuric acid solution (mineral acid solution for pH adjustment) is added via a line 19 by a pH adjusting agent adding device 11, and a sulfuric acid solution (mineral acid solution for sterilizing) is further added via a line 20 by a sterilizing agent adding device 13. Is done.

【0013】なお、滅菌用鉱酸溶液の添加は、連続添加
であってもよいが、間欠的(1〜〜6hr/日)に添加
するのが好ましく、かつ、第3管路12を流れる二次濾
過水のpHを1〜5好ましくは2〜4に調整せしめるよ
うに添加される。一方、pH調整用鉱酸溶液の添加は、
一次濾過水のpHを6〜7に調整せしめるように連続添
加される。
The sterilizing acid solution may be added continuously, but is preferably added intermittently (1 to 6 hr / day). Next, it is added so as to adjust the pH of the filtered water to 1 to 5, preferably 2 to 4. On the other hand, the addition of the mineral acid solution for pH adjustment
It is continuously added so as to adjust the pH of the primary filtered water to 6-7.

【0014】また、凝集剤添加装置7は、ポンプ21の
運転によってタンク22から塩化第2鉄溶液を抜き出し
て添加することができると共に、pH調整剤添加装置1
1は、ポンプ23の運転によってタンク24から硫酸溶
液を抜き出して添加することができ、更に、滅菌剤添加
装置13は、ポンプ25の運転によってタンク26から
硫酸溶液を抜き出して添加することができるように夫々
設けられている。
The coagulant adding device 7 can extract and add the ferric chloride solution from the tank 22 by operating the pump 21, and add the pH adjusting agent adding device 1.
1 can extract and add the sulfuric acid solution from the tank 24 by operating the pump 23, and further, the sterilizing agent adding device 13 can extract and add the sulfuric acid solution from the tank 26 by operating the pump 25. Are provided respectively.

【0015】このように、取水ポンプ14から逆浸透膜
処理装置2の第1段膜モジュール17に至るまでの管路
を密閉された管路系に設けている。すなわち、従来のよ
うに、一次濾過水を一時的に貯える中間貯留槽を設置し
た開放管路系の形態に設けないで非開放管路系に設けて
いる。
As described above, the pipeline from the water intake pump 14 to the first-stage membrane module 17 of the reverse osmosis membrane treatment device 2 is provided in a closed pipeline system. That is, unlike the related art, an intermediate storage tank for temporarily storing primary filtered water is not provided in the form of an open pipeline system in which the intermediate storage tank is installed, but is provided in a non-open pipeline system.

【0016】その為、外部からの汚染物質の混入を防止
することができると共に連続的に送水しながら処理する
ことができるので微生物の増殖を効果的に防止すること
ができ、しかも、高圧ポンプ15以降の流量変動に対し
ては、前処理装置1の各構成機器における流速を変動さ
せることで対処することができ、もって、常時、通水状
態に保つことができて滞留部が発生しないと共に連続運
転によって処理(ON−OFF運転しないで処理)する
ことができて砂濾過器8の安定した運転を行うことがで
きる。
As a result, it is possible to prevent contamination by contaminants from the outside and to perform treatment while continuously supplying water, so that the growth of microorganisms can be effectively prevented. Subsequent fluctuations in flow rate can be dealt with by changing the flow velocity in each component of the pretreatment device 1, so that the water can always be kept in a flowing state, and no stagnation occurs and continuous Processing (processing without ON-OFF operation) can be performed by operation, and stable operation of the sand filter 8 can be performed.

【0017】また、かかる密閉された管路系において、
凝集濾過処理、及び鉱酸の一種である硫酸溶液を用いて
のpH調整処理を、保安フィルター9による濾過処理
(二次濾過処理)の前段において行うと共に、前記二次
濾過処理の後段において、かかるpH調整処理と同様
に、硫酸溶液を用いての滅菌処理を行うようにしてい
る。その為、有害なトリハロメタンが生成されるといっ
た危険性が皆無である。
Further, in such a closed pipeline system,
The coagulation filtration process and the pH adjustment process using a sulfuric acid solution, which is a kind of mineral acid, are performed at a stage before the filtration process (secondary filtration process) by the security filter 9 and at a later stage of the secondary filtration process. As in the case of the pH adjustment process, a sterilization process using a sulfuric acid solution is performed. Therefore, there is no danger that harmful trihalomethane is generated.

【0018】なお、上述の前処理装置1は、更に、砂濾
過器8を逆洗する逆洗装置60を備えているが、この逆
洗装置60は、第2管路10から一次濾過水を抜き出し
て逆洗用水槽61に供給する濾過水抜き出し手段62
と、前記一次濾過水と殺菌剤添加溶液との混合液を逆洗
用水槽61から砂濾過器8に供給する逆洗液供給手段6
3と、逆洗用水槽61に前記殺菌剤添加溶液を供給する
と共に逆洗用水槽61から砂濾過器8へ供給される前記
混合液に前記殺菌剤添加溶液を供給する殺菌剤添加装置
64とで構成されている。
The above-mentioned pretreatment device 1 is further provided with a backwashing device 60 for backwashing the sand filter 8, and the backwashing device 60 removes the primary filtered water from the second pipe 10. Filtered water extracting means 62 for extracting and supplying the filtered water to backwater tank 61
Backwashing liquid supply means 6 for supplying a mixed solution of the primary filtered water and the disinfectant-added solution from the backwashing water tank 61 to the sand filter 8
3, a disinfectant addition device 64 that supplies the disinfectant addition solution to the backwash water tank 61 and supplies the disinfectant addition solution to the mixed solution supplied from the backwash water tank 61 to the sand filter 8. It is composed of

【0019】そして、濾過水抜き出し手段62は、第2
管路10から分岐された管路65に装着されている弁6
6を備え、かつ、密閉構造に設けられている逆洗用水槽
61に装着されている液面計67からの検出信号に基づ
いて弁66が開閉制御されるように設けられている。な
お、弁66の開閉制御に際し、液面計67は、混合液の
液面レベルが規定液面レベルに達すると弁66を閉塞す
る検出信号を送ると共に規定液面レベル以下になると弁
66を開口する信号を送る。
Then, the filtered water extracting means 62 is connected to the second
Valve 6 mounted on line 65 branched from line 10
The valve 66 is provided so that the opening and closing of the valve 66 is controlled based on a detection signal from a liquid level gauge 67 attached to a backwash water tank 61 provided in a closed structure. In controlling the opening and closing of the valve 66, the liquid level gauge 67 sends a detection signal for closing the valve 66 when the liquid level of the mixed liquid reaches the specified liquid level, and opens the valve 66 when the mixed liquid level falls below the specified liquid level. Send a signal to

【0020】また、逆洗液供給手段63は、逆洗用水槽
61と砂濾過器8とに連結された管路68に装着されて
いるポンプ69を備え、このポンプ69の運転により、
濾過水抜き出し手段62によって第2管路10から抜き
出されて逆洗用水槽61に供給される一次濾過水と後述
の殺菌剤添加装置64によって逆洗用水槽61に供給さ
れる殺菌剤添加溶液(例えば、次亜塩素酸ソーダ溶液)
との混合液(逆洗液)を、逆洗用水槽61から砂濾過器
8に供給できるように設けられている。
The backwash liquid supply means 63 includes a pump 69 mounted on a pipe 68 connected to the backwash water tank 61 and the sand filter 8.
Primary filtered water extracted from the second conduit 10 by the filtered water extracting means 62 and supplied to the backwash water tank 61 and a disinfectant-added solution supplied to the backwash water tank 61 by a disinfectant addition device 64 described below. (For example, sodium hypochlorite solution)
(Backwash liquid) can be supplied from the backwash water tank 61 to the sand filter 8.

【0021】また、殺菌剤添加装置64は、殺菌剤添加
溶液を貯えるタンク70と逆洗用水槽61とに連結され
た管路71及びこの管路71に装着されたポンプ72
と、タンク70と管路68とに連結された管路73及び
この管路73に装着されたポンプ74を備え、弁66の
開口時においてポンプ72を運転して逆洗用水槽61に
殺菌剤添加溶液を供給することができると共にポンプ6
9の運転時においてポンプ74を運転して管路68に殺
菌剤添加溶液を供給することができるように設けられて
いる。なお、殺菌剤添加溶液の濃度及び添加量は適宜、
所定に調整される。
The disinfectant adding device 64 includes a pipe 71 connected to a tank 70 for storing a disinfectant added solution and a backwashing water tank 61 and a pump 72 mounted on the pipe 71.
And a pipe 73 connected to the tank 70 and the pipe 68, and a pump 74 mounted on the pipe 73. When the valve 66 is opened, the pump 72 is operated to put the disinfectant into the backwash water tank 61. The pump 6 can supply the additive solution.
In operation 9, the pump 74 is operated to supply the germicide-added solution to the conduit 68. In addition, the concentration and the amount of the disinfectant added solution are appropriately
It is adjusted to a predetermined value.

【0022】よって、逆洗装置60によると、逆洗用水
槽61における貯液量の不足事態が発生しないように一
次濾過水と殺菌剤添加溶液との混合液の一定量を常時、
貯えて置くことができ、かつ、逆洗液供給手段63によ
って逆洗用水槽61から抜き出された混合液に、管路7
3を経由しての殺菌剤添加溶液を追加混合せしめて、そ
れを砂濾過器8に供給して逆洗することができる。
Therefore, according to the backwashing device 60, a fixed amount of the mixed solution of the primary filtered water and the bactericide-added solution is constantly adjusted so that the amount of liquid stored in the backwashing water tank 61 does not become insufficient.
The mixed solution that can be stored and is drawn out of the backwashing water tank 61 by the backwashing solution supply means 63 is connected to the line 7.
The disinfectant added solution via 3 can be additionally mixed and supplied to the sand filter 8 for backwashing.

【0023】なお、かかる逆洗は、必要に応じて行われ
るが、その場合において、一次濾過水と殺菌剤添加溶液
との混合液(逆洗液)を一次的に逆洗用水槽61に貯留
するようにしている為、槽内での菌増殖を防止すること
ができると共に、そのような混合液に更に殺菌剤添加溶
液を追加混合して、それで砂濾過器8を逆洗することが
できる為、砂濾過器8内の殺菌をより十分に行なうこと
ができて逆洗効果を一段と高めることができる。
The backwashing is performed as necessary. In this case, a mixed solution (backwashing solution) of the primary filtered water and the bactericide-added solution is temporarily stored in the backwashing water tank 61. Therefore, the growth of bacteria in the tank can be prevented, and a bactericide-added solution can be further added to such a mixed solution, whereby the sand filter 8 can be backwashed. Therefore, the sterilization in the sand filter 8 can be performed more sufficiently, and the backwashing effect can be further enhanced.

【0024】従って、長時間にわたっての運転において
も、逆浸透膜処理装置に供給される二次濾過水の水質悪
化を防止することができ、もって、逆浸透膜処理装置内
でのバイオファウリング発生による性能低下を阻止して
安定した逆浸透膜処理を行なうことができる。
Therefore, it is possible to prevent the quality of the secondary filtered water supplied to the reverse osmosis membrane treatment apparatus from being deteriorated even in the operation for a long period of time, and to thereby generate biofouling in the reverse osmosis membrane treatment apparatus. And a stable reverse osmosis membrane treatment can be performed by preventing the performance degradation caused by the reverse osmosis.

【0025】なお、逆洗中においては、弁66は閉塞さ
れていると共にポンプ72は運転停止されている。ま
た、一次濾過水と殺菌剤添加溶液とを逆洗用水槽61に
供給中においてはポンプ69,74が運転停止されてい
る。また、管路73を経由しての殺菌剤添加溶液の追加
混合は必要に応じて行われ、従って、逆洗用水槽61に
おける一次濾過水に対する殺菌剤添加溶液の添加混合だ
けで菌増殖防止が十分な場合においては、管路73を経
由しての殺菌剤添加溶液の供給を中止してもよい。
During the backwash, the valve 66 is closed and the pump 72 is stopped. During the supply of the primary filtered water and the bactericide-added solution to the backwash tank 61, the pumps 69 and 74 are stopped. Further, the additional mixing of the bactericide-added solution via the pipe 73 is performed as necessary, and therefore, the growth of bacteria can be prevented only by adding the bactericide-added solution to the primary filtered water in the backwash water tank 61. If sufficient, the supply of the disinfectant solution via line 73 may be discontinued.

【0026】なお、常に、一次濾過水と殺菌剤添加溶液
との混合液だけによる逆洗で十分な場合においては、殺
菌剤添加装置64は、ポンプ74及び管路73を装着し
ていないものであってもよい。
When backwashing with only a mixture of the primary filtered water and the bactericide-added solution is always sufficient, the bactericide-adding device 64 is not equipped with the pump 74 and the pipe 73. There may be.

【0027】更に、逆浸透膜処理装置2は、第1段膜モ
ジュール17に加えて、第2段膜モジュール30及びタ
ーボチャージャー(昇圧ポンプ)31を備え、第1段膜
モジュール17から排出される透過水を、管路32を経
て脱塩水槽33へ送ることができると共に第1段膜モジ
ュール17から排出される濃縮水を、管路34、ターボ
チャージャー(昇圧ポンプ)31及び管路35を経て第
2段膜モジュール30に供給することができるように設
けられている。
Further, the reverse osmosis membrane treatment apparatus 2 includes a second-stage membrane module 30 and a turbocharger (a booster pump) 31 in addition to the first-stage membrane module 17, and is discharged from the first-stage membrane module 17. The permeated water can be sent to a desalination water tank 33 via a pipe 32 and the concentrated water discharged from the first-stage membrane module 17 is passed through a pipe 34, a turbocharger (a booster pump) 31 and a pipe 35. It is provided so that it can be supplied to the second stage membrane module 30.

【0028】また、第2段膜モジュール30から排出さ
れる透過水は、管路36を経て第1段膜モジュール17
からの透過水と合流せしめられると共に、同モジュール
30から排出される濃縮水は、管路37を経てターボチ
ャージャー(昇圧ポンプ)31に循環せしめられ、か
つ、その一部が管路38を経て図示されていない放流水
槽へ送られる。
The permeated water discharged from the second-stage membrane module 30 passes through a pipe 36 to the first-stage membrane module 17.
And the concentrated water discharged from the module 30 is circulated to a turbocharger (pressure boosting pump) 31 via a pipe 37, and a part of the concentrated water is shown via a pipe 38. Sent to an undischarged water tank.

【0029】なお、上述の逆洗装置60は、濾過水抜き
出し手段62に加えて濃縮水抜き出し手段75を備えた
ものであってもよいが、濃縮水抜き出し手段75は、管
路38から分岐された管路76に装着されている弁77
を備え、液面計67からの検出信号に基づいて弁77が
開閉制御されるように設けられ、そして、かかる開閉制
御に際し、液面計67は、混合液の液面レベルが規定液
面レベルに達すると弁77を閉塞する検出信号を送ると
共に規定液面レベル以下になると弁77を開口する信号
を送る。
The above-mentioned backwashing device 60 may be provided with a concentrated water extracting means 75 in addition to the filtered water extracting means 62, but the concentrated water extracting means 75 is branched from the pipe 38. Valve 77 installed in the conduit 76
Is provided so that the valve 77 is controlled to open and close based on a detection signal from the liquid level gauge 67. In such open / close control, the liquid level gauge 67 indicates that the liquid level of the mixed liquid is equal to the specified liquid level. Is reached, a detection signal for closing the valve 77 is sent, and a signal for opening the valve 77 is sent when the liquid level falls below a specified level.

【0030】一方、膜洗浄装置4は、ポンプ40の運転
によってタンク41から洗浄液を抜き出して管路42,
12を経て第1段膜モジュール17に、また、管路4
2,35を経て第2段膜モジュール30に供給すること
ができると共に管路34,37,32及び43を経て、
それをタンク41に回収することができるように設けら
れている。
On the other hand, the membrane cleaning device 4 extracts the cleaning liquid from the tank 41 by operating the pump 40 and
12 to the first-stage membrane module 17 and to the pipeline 4
2, 35 to the second stage membrane module 30 and via lines 34, 37, 32 and 43,
It is provided so that it can be collected in the tank 41.

【0031】また、後処理装置3は、ポンプ50の運転
によって消石灰溶液を槽51から混合調整槽52へ供給
する管路53、消石灰が貯蔵されるホッパー54、攪拌
装置55等を備えている。なお、図中、56は洗浄排水
管路を示している。
The post-processing device 3 includes a pipe 53 for supplying the slaked lime solution from the tank 51 to the mixing and adjusting tank 52 by operating the pump 50, a hopper 54 for storing slaked lime, a stirring device 55, and the like. In the figure, reference numeral 56 denotes a cleaning drainage pipe.

【0032】以上、海水淡水化の場合について述べた
が、本発明においては、原水は、海水以外のもの、例え
ば、地下水等であってもよい。また、使用する鉱酸は、
硫酸以外の、例えば、塩酸等であってもよいと共に鉱酸
溶液による滅菌処理は、第3管路12を流れる二次濾過
水について行うことのみに限定されず、第1管路6を流
れる原水或いは第2管路10を流れる一次濾過水につい
て行ってもよい。
In the above, the case of seawater desalination has been described. In the present invention, the raw water may be other than seawater, for example, groundwater. The mineral acid used is
Sterilization treatment with a mineral acid solution other than sulfuric acid, for example, hydrochloric acid, etc., is not limited to being performed only on the secondary filtered water flowing through the third conduit 12, and the raw water flowing through the first conduit 6 may be used. Alternatively, it may be performed on the primary filtered water flowing through the second pipe 10.

【0033】更に、必要に応じて、凝集濾過処理に代え
て無薬注濾過処理を行ってもよいと共に殺菌剤添加溶液
は、次亜塩素酸ソーダ溶液以外のものであってもよい。
なお、本発明は基本的には、従来のように滅菌の為に塩
素を連続的に添加することは行わないものであるが、原
水の水質によっては、間欠的に塩素滅菌を併用すること
を妨げるものではない。
Furthermore, if necessary, a chemical-free filtration treatment may be performed instead of the coagulation filtration treatment, and the disinfectant-added solution may be other than a sodium hypochlorite solution.
Note that the present invention basically does not continuously add chlorine for sterilization as in the past, but depending on the quality of raw water, intermittent use of chlorine sterilization may not be possible. It does not hinder.

【0034】[0034]

【発明の効果】上述のように、本発明によると、逆浸透
膜処理装置に供給する原水の前処理に関し、有害なトリ
ハロメタンの生成問題を解消し得ると共に水質悪化の防
止化を図ることができて良好に前処理することができ
る。
As described above, according to the present invention, with regard to the pretreatment of raw water supplied to the reverse osmosis membrane treatment apparatus, it is possible to solve the problem of harmful trihalomethane formation and to prevent the deterioration of water quality. Pretreatment can be performed well.

【0035】また、長時間にわたっての運転において
も、逆浸透膜処理装置に供給される二次濾過水の水質悪
化を防止することができ、もって、逆浸透膜処理装置内
でのバイオファウリング発生による性能低下を阻止して
安定した逆浸透膜処理を行なうことができる。
Further, even during long-term operation, it is possible to prevent deterioration of the quality of the secondary filtered water supplied to the reverse osmosis membrane treatment apparatus, and therefore, the generation of biofouling in the reverse osmosis membrane treatment apparatus can be prevented. And a stable reverse osmosis membrane treatment can be performed by preventing the performance degradation caused by the reverse osmosis.

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

【図1】海水淡水化設備の主要部分の構成を示す図であ
る。
FIG. 1 is a diagram showing a configuration of a main part of a seawater desalination facility.

【符号の説明】[Explanation of symbols]

1:前処理装置 2:逆浸透膜処理装置 6:第1管路 7:凝集剤添加装置 8:砂濾過器(一次濾過手段) 9:保安フィルター(二次濾過手段) 10:第2管路 11:pH調整剤添加装置 12:第3管路 13:滅菌剤添加装置 15:高圧ポンプ 17,30:膜モジュール 60:逆洗装置 61:逆洗用水槽 62:濾過水抜き出し手段 63:逆洗液供給手段 64:殺菌剤添加装置 1: Pretreatment device 2: Reverse osmosis membrane treatment device 6: First line 7: Coagulant addition device 8: Sand filter (primary filtration unit) 9: Security filter (secondary filtration unit) 10: Second line 11: pH adjusting agent adding device 12: Third conduit 13: Sterilizing agent adding device 15: High pressure pump 17, 30: Membrane module 60: Backwashing device 61: Backwashing water tank 62: Filter water draining means 63: Backwashing Liquid supply means 64: Disinfectant addition device

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) C02F 1/50 531 C02F 1/50 531P 540 540B 550 550C 560 560E 560Z 1/52 1/52 Z 1/76 1/76 A Fターム(参考) 4D006 GA03 KA03 KB13 KB15 KD06 KD08 KD11 KD24 PA02 PB03 PB05 4D015 BA19 BB05 CA20 DA13 EA35 FA02 FA17 FA23 FA28 4D050 AA06 AB06 BB06 BB20 BD03 BD06 CA09 CA13 CA15 CA16 4D062 BA19 BB05 CA20 DA13 EA35 FA02 FA17 FA23 FA28 ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) C02F 1/50 531 C02F 1/50 531P 540 540B 550 550C 560 560E 560Z 1/52 1/52 Z 1/76 1/76 A F term (reference) 4D006 GA03 KA03 KB13 KB15 KD06 KD08 KD11 KD24 PA02 PB03 PB05 4D015 BA19 BB05 CA20 DA13 EA35 FA02 FA17 FA23 FA28 4D050 AA06 AB06 BB06 BB20 BD03 BD06 CA09 CA13 CA15 CA19 FA19 FA23 FA28

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 原水を濾過器へポンプ送りする第1管路
と、前記濾過器からの一次濾過水を直接、保安フィルタ
ーへ送る第2管路と、前記保安フィルターからの二次濾
過水を高圧ポンプを経由して逆浸透膜処理装置へ送る第
3管路と、前記第1管路を流れる前記原水に凝集剤溶液
を添加する凝集剤添加装置と、前記第2管路を流れる前
記一次濾過水にpH調整用鉱酸溶液を添加するpH調整
剤添加装置と、前記第1〜3管路の内のいずれか一つの
管路においてそこを流れる前記原水若しくは前記濾過水
に滅菌用鉱酸溶液を添加する滅菌剤添加装置とを備えた
逆浸透膜処理装置に供給する原水の前処理装置におい
て、前記濾過器を逆洗する逆洗装置を装着したことを特
徴とする逆浸透膜処理装置に供給する原水の前処理装
置。
1. A first pipe for pumping raw water to a filter, a second pipe for directly sending primary filtered water from the filter to a security filter, and a secondary pipe from the security filter. A third conduit for feeding to a reverse osmosis membrane treatment device via a high pressure pump, a flocculant adding device for adding a flocculant solution to the raw water flowing through the first conduit, and the primary fluid flowing through the second conduit. A pH adjusting agent adding device for adding a pH adjusting mineral acid solution to the filtered water; and a sterilizing mineral acid added to the raw water or the filtered water flowing through any one of the first to third pipes. A reverse osmosis membrane treatment apparatus, comprising: a pretreatment apparatus for raw water to be supplied to a reverse osmosis membrane treatment apparatus having a sterilizing agent addition apparatus for adding a solution; Pretreatment device for raw water to be supplied to
【請求項2】 逆洗装置を、第2管路から一次濾過水を
抜き出して逆洗用水槽に供給する濾過水抜き出し手段
と、前記逆洗用水槽に殺菌剤添加溶液を供給する殺菌剤
添加装置と、前記一次濾過水と前記殺菌剤添加溶液との
混合液を前記逆洗用水槽から濾過器へ供給する逆洗液供
給手段とで構成したことを特徴とする請求項1に記載の
逆浸透膜処理装置に供給する原水の前処理装置。
2. A backwashing device, comprising: a filter water extracting means for extracting primary filtered water from a second pipe line and supplying the filtered water to a backwash water tank; and a disinfectant additive for supplying a disinfectant-added solution to the backwash water tank. 2. The reverse cleaning device according to claim 1, further comprising an apparatus, and a backwashing liquid supply unit configured to supply a mixed solution of the primary filtered water and the disinfectant-added solution from the backwashing water tank to a filter. 3. Pretreatment equipment for raw water to be supplied to the osmosis membrane treatment equipment.
【請求項3】 逆洗装置を、第2管路から一次濾過水を
抜き出して逆洗用水槽に供給する濾過水抜き出し手段
と、前記一次濾過水と殺菌剤添加溶液との混合液を前記
逆洗用水槽から濾過器へ供給する逆洗液供給手段と、前
記逆洗用水槽に前記殺菌剤添加溶液を供給すると共に前
記逆洗用水槽から濾過器へ供給される前記混合液に前記
殺菌剤添加溶液を供給する殺菌剤添加装置とで構成した
ことを特徴とする請求項1に記載の逆浸透膜処理装置に
供給する原水の前処理装置。
3. A backwashing device, comprising: a filtered water extracting means for extracting primary filtered water from a second pipe line and supplying the filtered water to a backwashing water tank; Backwashing liquid supply means for supplying a filter from the washing tank to the filter; and a disinfectant for supplying the disinfectant-added solution to the backwashing tank and the mixed solution supplied from the backwashing tank to the filter. The pretreatment device for raw water supplied to the reverse osmosis membrane treatment device according to claim 1, comprising a disinfectant addition device for supplying an addition solution.
【請求項4】 殺菌剤添加溶液が次亜塩素酸ソーダ溶液
であることを特徴とする請求項2又は3に記載の逆浸透
膜処理装置に供給する原水の前処理装置。
4. The pretreatment device for raw water supplied to a reverse osmosis membrane treatment device according to claim 2, wherein the disinfectant-added solution is a sodium hypochlorite solution.
【請求項5】 原水が海水であることを特徴とする請求
項1,2,3又は4に記載の逆浸透膜処理装置に供給す
る原水の前処理装置。
5. The pretreatment device for raw water supplied to a reverse osmosis membrane treatment device according to claim 1, wherein the raw water is seawater.
JP2000024975A 2000-02-02 2000-02-02 Pretreating device for raw water fed to reverse osmosis membrane treating device Pending JP2001212433A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000024975A JP2001212433A (en) 2000-02-02 2000-02-02 Pretreating device for raw water fed to reverse osmosis membrane treating device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000024975A JP2001212433A (en) 2000-02-02 2000-02-02 Pretreating device for raw water fed to reverse osmosis membrane treating device

Publications (1)

Publication Number Publication Date
JP2001212433A true JP2001212433A (en) 2001-08-07

Family

ID=18550893

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000024975A Pending JP2001212433A (en) 2000-02-02 2000-02-02 Pretreating device for raw water fed to reverse osmosis membrane treating device

Country Status (1)

Country Link
JP (1) JP2001212433A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110550757A (en) * 2018-05-15 2019-12-10 江苏大彭环保科技有限公司 pickling wastewater treatment process for steel mill

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110550757A (en) * 2018-05-15 2019-12-10 江苏大彭环保科技有限公司 pickling wastewater treatment process for steel mill

Similar Documents

Publication Publication Date Title
US9309138B2 (en) Fresh water production method
KR20110007180A (en) Method of operating reverse osmosis membrane module
JP2005288442A (en) Method for washing membrane module
JP2012196614A (en) Method and system for wastewater treatment
JP3903746B2 (en) Circulating cooling water treatment method
CN105330004B (en) A kind for the treatment of process of Treated sewage reusing
JP2011050843A (en) Method of and system for desalinating water to be treated
JP3731555B2 (en) Cooling water treatment method and treatment apparatus
IE20140128A1 (en) Rainwater purification system
JP2014161795A (en) Water treatment system
JP4576760B2 (en) Circulating cooling water treatment method
JP2001212433A (en) Pretreating device for raw water fed to reverse osmosis membrane treating device
Durand-Bourlier et al. Nanofiltration selection for NOM removal: pilot and full-scale operation
Jolis et al. Desalination of municipal wastewater for horticultural reuse: process description and evaluation
JP3128642B2 (en) Purification method for water production equipment for dialysis
JP2006122787A (en) Seawater desalting method
JP2000279957A (en) Pretreatment and device for raw water fed to reverse osmosis membrane treating device
Hafsi et al. Effects of the chemical injection points in pre-treatment on reverse osmosis (RO) plant performance
JPH01119306A (en) Method for washing reverse osmosis membrane
JP2015123430A (en) Water producing method
JP2909282B2 (en) Water treatment equipment
JP3660421B2 (en) Reservoir purification equipment
JP2007260638A (en) Water treatment method using reverse osmosis membrane
JP2016117018A (en) Recovery filtration unit
JP2012005960A (en) Method for producing freshwater with reverse osmosis membrane