JP4866221B2 - Filtration treatment apparatus and filtration treatment method - Google Patents

Filtration treatment apparatus and filtration treatment method Download PDF

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JP4866221B2
JP4866221B2 JP2006330473A JP2006330473A JP4866221B2 JP 4866221 B2 JP4866221 B2 JP 4866221B2 JP 2006330473 A JP2006330473 A JP 2006330473A JP 2006330473 A JP2006330473 A JP 2006330473A JP 4866221 B2 JP4866221 B2 JP 4866221B2
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JP2008142597A (en
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智範 藤井
照喜 安東
利夫 森田
知巳 佐藤
友明 宮ノ下
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Organo Corp
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Description

本発明は、ろ過処理装置およびろ過処理方法に関する。   The present invention relates to a filtration apparatus and a filtration method.

従来より、ろ過処理対象の原水のろ過処理には、砂ろ過や膜ろ過によるろ過処理装置が用いられている。最近では、繊維ろ過によるろ過処理装置が用いられることもある。繊維ろ過に用いられる繊維ろ材は、比表面積が大きい、空隙率が大きくろ過抵抗が少ない、という特徴を有しており、高速かつ高能力のろ過処理を行うことができるろ材として注目され、浄水処理における粗ろ過、下水の三次処理等に用いられている。   Conventionally, a filtration treatment apparatus using sand filtration or membrane filtration has been used for filtration of raw water to be filtered. Recently, a filtration apparatus using fiber filtration may be used. Fiber filter media used for fiber filtration have the characteristics of large specific surface area, large porosity and low filtration resistance, and are attracting attention as filter media that can perform high-speed and high-performance filtration. Used for rough filtration and tertiary treatment of sewage.

該繊維ろ材を用いたろ過処理装置によって懸濁物質(SS)を含む原水をろ過処理した場合、原水中のSSが繊維ろ材に捕捉される。しかし、さらに継続してろ過処理を行うと、原水に含まれる有機物によって微生物が繁殖し、繊維ろ材に微生物に由来する付着物(スライム)が付着する。その結果、ろ過器内部の閉塞が起こり、ろ過差圧が上昇する。該スライムは、通常の逆洗等では除去が困難である。そこで、微生物の繁殖を抑えるために、原水に次亜塩素酸ナトリウム、次亜臭素酸ナトリウム等の無機系スライムコントロール剤を添加し、微生物を殺菌することが行われる(例えば、特許文献1)。   When raw water containing suspended solids (SS) is filtered by a filtration apparatus using the fiber filter medium, SS in the raw water is captured by the fiber filter medium. However, when the filtration process is further continued, microorganisms propagate by the organic matter contained in the raw water, and deposits (slime) derived from the microorganisms adhere to the fiber filter medium. As a result, the inside of the filter is clogged, and the filtration differential pressure increases. The slime is difficult to remove by ordinary backwashing or the like. Therefore, in order to suppress the growth of microorganisms, an inorganic slime control agent such as sodium hypochlorite and sodium hypobromite is added to the raw water to sterilize the microorganisms (for example, Patent Document 1).

無機系スライムコントロール剤は、酸化力が強いため、たんぱく質や細胞膜の酸化分解による殺菌効果を示す。しかし、下記問題が発生する。
(1)無機系スライムコントロール剤の強い酸化力により、繊維ろ材に捕捉されたSSも分解されるため、分解されたSSが繊維ろ材から脱落し、処理水に混入する。その結果、処理水の水質が悪化する。
(2)無機系スライムコントロール剤の強い酸化力により、繊維ろ材も分解され、繊維の強度、伸縮率等が低下する。
(3)無機系スライムコントロール剤は、速効性を有する反面、酸化分解によって短時間で消費されてしまうため、殺菌効果が持続しない。そのため、ろ過処理装置の運転を停止した際には、無機系スライムコントロール剤を含む原水が供給されないため、微生物が繁殖し、スライムが発生しやすい。
Since the inorganic slime control agent has strong oxidizing power, it exhibits a bactericidal effect by oxidative degradation of proteins and cell membranes. However, the following problems occur.
(1) Since the SS captured by the fiber filter medium is also decomposed by the strong oxidizing power of the inorganic slime control agent, the decomposed SS falls off the fiber filter medium and is mixed into the treated water. As a result, the quality of treated water deteriorates.
(2) Due to the strong oxidizing power of the inorganic slime control agent, the fiber filter medium is also decomposed, and the strength, stretch rate, etc. of the fiber are lowered.
(3) While the inorganic slime control agent has a rapid effect, it is consumed in a short time by oxidative decomposition, so the bactericidal effect is not sustained. Therefore, when the operation of the filtration apparatus is stopped, since raw water containing an inorganic slime control agent is not supplied, microorganisms are propagated and slime is likely to be generated.

特に、繊維ろ材として長繊維束を用いた場合、下記理由から(1)の問題が顕著に現れる。
長繊維束は、長繊維の下端を支持体に固定したものであるため、長繊維束の下端側では長繊維の密度が高く、上端側では長繊維の密度が低い。そして、該長繊維束の支持体は、ろ過器の底部近傍の仕切板に固定されている。よって、ろ過器の底部の処理水出口に近い長繊維束の下端側にSSが付着しやすい。その結果、無機系スライムコントロール剤によって分解され、長繊維束の下端付近から脱落したSSが、長繊維束に再捕捉されることなく処理水に混入してしまう。
特開平7−241549号公報
In particular, when a long fiber bundle is used as the fiber filter medium, the problem (1) appears remarkably for the following reason.
In the long fiber bundle, since the lower end of the long fiber is fixed to the support, the density of the long fiber is high on the lower end side of the long fiber bundle, and the density of the long fiber is low on the upper end side. And the support body of this long fiber bundle is being fixed to the partition plate near the bottom part of a filter. Therefore, SS tends to adhere to the lower end side of the long fiber bundle close to the treated water outlet at the bottom of the filter. As a result, the SS that has been decomposed by the inorganic slime control agent and dropped from the vicinity of the lower end of the long fiber bundle is mixed into the treated water without being recaptured by the long fiber bundle.
Japanese Patent Laid-Open No. 7-241549

本発明は、ろ過器内での微生物の繁殖が抑えられると同時に、処理水の水質の悪化が抑えられ、かつ繊維ろ材の劣化が抑えられるろ過処理装置およびろ過処理方法を提供する。   The present invention provides a filtration treatment apparatus and a filtration treatment method in which the propagation of microorganisms in a filter is suppressed, the deterioration of the quality of treated water is suppressed, and the deterioration of fiber filter media is suppressed.

本発明のろ過処理装置は、原水をろ過処理する、繊維ろ材を充填したろ過器と、前記原水に有機系スライムコントロール剤を添加する薬剤添加手段とを具備することを特徴とする。
前記繊維ろ材としては、繊維束が好ましい。
本発明のろ過処理装置においては、前記繊維束の下端が前記ろ過器の底部近傍に固定され、前記ろ過器の底部に処理水出口を有することが好ましい。
また、本発明のろ過処理装置においては、前記繊維束が二等分に折り曲げられた状態で、折り曲げた部分が前記ろ過器の底部近傍に固定され、前記ろ過器の底部に処理水出口を有することが好ましい。
前記有機系スライムコントロール剤としては、イソチアゾロン化合物が好ましい。
本発明のろ過処理方法は、原水に有機系スライムコントロール剤を添加し、繊維ろ材を充填したろ過器にて前記原水をろ過処理することを特徴とする。
前記繊維ろ材としては、繊維束が好ましい。
本発明のろ過処理方法においては、前記繊維束の下端を前記ろ過器の底部近傍に固定し、前記ろ過器の上部から原水を供給し、底部から処理水を排水することが好ましい。
また、本発明のろ過処理方法においては、前記繊維束を二等分に折り曲げた状態で、折り曲げた部分を前記ろ過器の底部近傍に固定し、前記ろ過器の上部から原水を供給し、底部から処理水を排水することが好ましい。
前記有機系スライムコントロール剤としては、イソチアゾロン化合物が好ましい。
The filtration device of the present invention comprises a filter filled with a fiber filter medium for filtering raw water, and a chemical addition means for adding an organic slime control agent to the raw water.
As the fibrous filter material, fiber維束are preferred.
In the filtration apparatus of the present invention, before the lower end of Ki繊維束is fixed near the bottom of the filter, it is preferable to have a treated water outlet at the bottom of the filter.
Further, in the filtration apparatus of the present invention, in a state where the front Ki繊維束is folded in two halves, which bent portion is secured near the bottom of the filter, the treated water outlet at the bottom of the filter It is preferable to have.
As the organic slime control agent, an isothiazolone compound is preferable.
The filtration method of the present invention is characterized in that an organic slime control agent is added to raw water, and the raw water is filtered with a filter filled with a fiber filter medium.
As the fibrous filter material, fiber維束are preferred.
In the filtration treatment method of the present invention, the lower end of the front Ki繊維束fixed near the bottom of the filter, to supply raw water from the top of the filter, it is preferable to drain the treated water from the bottom.
In the filtration treatment method of the present invention, before the Ki繊維束in a folded state into two halves to secure the bent portion near the bottom of the filter, raw water is supplied from the top of the filter The treated water is preferably drained from the bottom.
As the organic slime control agent, an isothiazolone compound is preferable.

本発明のろ過処理装置およびろ過処理方法によれば、ろ過器内での微生物の繁殖が抑えられると同時に、処理水の水質の悪化が抑えられ、かつ繊維ろ材の劣化が抑えられる。   According to the filtration device and the filtration method of the present invention, the growth of microorganisms in the filter can be suppressed, the deterioration of the quality of the treated water can be suppressed, and the deterioration of the fiber filter medium can be suppressed.

(ろ過処理装置)
図1は、本発明のろ過処理装置の一例を示す概略構成図である。ろ過処理装置10は、原水槽12と、ろ過器14と、処理水槽16と、薬液槽18(薬液添加手段の一部)と、逆洗ブロア20と、原水槽12の原水をろ過器14の上部に供給する原水供給管22と、ろ過器14の底部の処理水出口(図示略)から排水される処理水を処理水槽16に供給する処理水供給管24と、処理水槽16の処理水をろ過器14の底部に返送する逆洗水供給管26と、逆洗水をろ過器14の上部から排水する逆洗水排水管27と、薬液槽18の薬液を原水供給管22途中の原水に供給する薬液供給管28(薬液添加手段の一部)と、逆洗ブロア20からの空気をろ過器14の底部に供給する空気供給管30と、原水槽12の原水を原水供給管22に送水する原水ポンプ32と、処理水槽16の処理水を逆洗水供給管26に送水する逆洗水ポンプ36と、薬液槽18の薬液を薬液供給管28に送液する薬液ポンプ38(薬液添加手段の一部)と、空気供給管30の途中に設けられた空気バルブ40と、薬液供給管28の合流点よりも下流側の原水供給管22の途中に設けられた原水バルブ42と、処理水供給管24の途中に設けられた処理水バルブ44と、逆洗水供給管26の途中に設けられた逆洗水バルブ46と、逆洗水排水管27の途中に設けられた排水バルブ47と、原水供給管22の途中に設けられた流量計50を具備する。
(Filtration processing equipment)
FIG. 1 is a schematic configuration diagram showing an example of the filtration apparatus of the present invention. The filtration treatment apparatus 10 includes a raw water tank 12, a filter 14, a treated water tank 16, a chemical liquid tank 18 (a part of chemical solution adding means), a backwash blower 20, and raw water in the raw water tank 12 of the filter 14. The raw water supply pipe 22 supplied to the upper part, the treated water supply pipe 24 for supplying the treated water drained from the treated water outlet (not shown) at the bottom of the filter 14 to the treated water tank 16, and the treated water in the treated water tank 16 A backwash water supply pipe 26 that returns to the bottom of the filter 14, a backwash water drain pipe 27 that drains backwash water from the top of the filter 14, and a chemical solution in the chemical tank 18 into the raw water in the middle of the raw water supply pipe 22. A chemical solution supply pipe 28 to be supplied (a part of the chemical solution addition means), an air supply pipe 30 that supplies air from the backwash blower 20 to the bottom of the filter 14, and raw water in the raw water tank 12 is sent to the raw water supply pipe 22. The raw water pump 32 and the backwash water supply pipe 26 for the treated water in the treated water tank 16. A backwash water pump 36 for supplying water, a chemical pump 38 (a part of the chemical addition means) for supplying the chemical liquid in the chemical tank 18 to the chemical supply pipe 28, and an air valve 40 provided in the middle of the air supply pipe 30 The raw water valve 42 provided in the middle of the raw water supply pipe 22 downstream from the confluence of the chemical liquid supply pipe 28, the treated water valve 44 provided in the middle of the treated water supply pipe 24, and the backwash water supply pipe 26 is provided with a backwash water valve 46 provided in the middle of No. 26, a drain valve 47 provided in the middle of the backwash water drain pipe 27, and a flow meter 50 provided in the middle of the raw water supply pipe 22.

ろ過器14は、円筒状の容器52と、底部近傍に設けられた仕切板54と、仕切板54に固定された状態で充填された長繊維束56(繊維ろ材)とを具備する。
長繊維束56は、複数の長繊維62と、長繊維62の下端を固定する支持体64とを具備する。長繊維62は、二等分に折り曲げられた状態で、折り曲げた部分にワイヤ(図示略)を通しながら、該ワイヤを支持体64に巻き付けることにより固定されている。支持体64には、仕切板54よりも上部側にある処理水を、仕切板54よりも底部側に送水するための処理水取り入れ口(図示略)および処理水送水路(図示略)が形成されている。
The filter 14 includes a cylindrical container 52, a partition plate 54 provided in the vicinity of the bottom, and a long fiber bundle 56 (fiber filter material) filled in a state of being fixed to the partition plate 54.
The long fiber bundle 56 includes a plurality of long fibers 62 and a support body 64 that fixes a lower end of the long fibers 62. The long fiber 62 is fixed by winding the wire around the support 64 while passing the wire (not shown) through the bent portion in a state of being bent in half. The support 64 is formed with a treated water intake (not shown) and a treated water feed channel (not shown) for feeding treated water on the upper side of the partition plate 54 to the bottom side of the partition plate 54. Has been.

長繊維束56の代わりに、他の繊維ろ材を用いてもよい。他の繊維ろ材としては、短繊維を布に織り込んだろ材、繊維を綿状に加工したろ材、繊維の織布または不織布からなるろ布等が挙げられる。   Instead of the long fiber bundle 56, other fiber filter media may be used. Examples of the other fiber filter medium include a filter medium in which short fibers are woven into a cloth, a filter medium in which the fibers are processed into cotton, and a filter cloth made of a woven or non-woven fiber.

(ろ過処理方法)
図1に示すろ過処理装置10を用いたろ過処理方法について説明する。
原水のろ過処理を行う場合、原水バルブ42および処理水バルブ44を開け、空気バルブ40、逆洗水バルブ46および排水バルブ47を閉じる。
(Filtration processing method)
A filtration method using the filtration device 10 shown in FIG. 1 will be described.
When the raw water is filtered, the raw water valve 42 and the treated water valve 44 are opened, and the air valve 40, the backwash water valve 46, and the drain valve 47 are closed.

原水ポンプ32によって原水供給管22に送水された原水槽12の原水は、原水供給管22を通ってろ過器14の上部に供給される。この際、薬液ポンプ38によって薬液供給管28に送液された薬液槽18の薬液は、薬液供給管28を通って原水供給管22途中の原水に所定の注入量にて供給される。   The raw water in the raw water tank 12 sent to the raw water supply pipe 22 by the raw water pump 32 is supplied to the upper portion of the filter 14 through the raw water supply pipe 22. At this time, the chemical solution in the chemical solution tank 18 fed to the chemical solution supply pipe 28 by the chemical solution pump 38 is supplied to the raw water in the raw water supply pipe 22 through the chemical solution supply pipe 28 at a predetermined injection amount.

ろ過器14の上部から供給された、薬液を含む原水は、ろ過器14内を通過する際にろ過処理され、ろ過器14の底部の処理水出口から処理水として排水される。この際、原水に含まれるSSは、ろ過器14内の長繊維束56によって捕捉される。
ろ過器14の底部から排水された処理水は、処理水供給管24を通って処理水槽16に供給される。
The raw water containing the chemical solution supplied from the upper part of the filter 14 is filtered when passing through the filter 14, and drained as treated water from the treated water outlet at the bottom of the filter 14. At this time, SS contained in the raw water is captured by the long fiber bundle 56 in the filter 14.
The treated water drained from the bottom of the filter 14 is supplied to the treated water tank 16 through the treated water supply pipe 24.

ろ過器14内の長繊維束56を逆洗する場合、原水バルブ42および処理水バルブ44を閉じ、空気バルブ40、逆洗水バルブ46および排水バルブ47を開ける。
逆洗水ポンプ36によって逆洗水供給管26に送水された処理水槽16の処理水は、逆洗水供給管26を通ってろ過器14の底部に逆洗水として返送される。これと同時に、逆洗ブロア20からの空気を、空気供給管30経由でろ過器14の底部に供給する。
When the long fiber bundle 56 in the filter 14 is backwashed, the raw water valve 42 and the treated water valve 44 are closed, and the air valve 40, the backwash water valve 46 and the drain valve 47 are opened.
The treated water in the treated water tank 16 sent to the backwash water supply pipe 26 by the backwash water pump 36 is returned to the bottom of the filter 14 as backwash water through the backwash water supply pipe 26. At the same time, the air from the backwash blower 20 is supplied to the bottom of the filter 14 via the air supply pipe 30.

ろ過器14の底部から供給された逆洗水は、ろ過器14内を通過し、ろ過器14の上部の逆洗水出口(図示略)から排水される。この際、長繊維束56に捕捉されたSS等が逆洗水によって除去される。また、逆洗水と同時にろ過器14の底部から空気を供給することによって、ろ過器14内を通過する逆洗水および長繊維束56が効率よく撹拌され、長繊維束56に捕捉されたSS等が効率的に除去される。
ろ過器14の上部から排水された、SSおよび空気を含む逆洗水は、逆洗水排水管27を通って装置外に排出される。
The backwash water supplied from the bottom of the filter 14 passes through the filter 14 and is drained from a backwash water outlet (not shown) at the top of the filter 14. At this time, SS or the like captured by the long fiber bundle 56 is removed by backwashing water. Further, by supplying air from the bottom of the filter 14 simultaneously with the backwash water, the backwash water and the long fiber bundle 56 passing through the filter 14 are efficiently stirred and captured by the long fiber bundle 56. Etc. are efficiently removed.
The backwash water containing SS and air drained from the upper part of the filter 14 is discharged out of the apparatus through the backwash water drain pipe 27.

薬液は、有機系スライムコントロール剤である。有機系スライムコントロール剤とは、たんぱく質合成阻害、たんぱく質変性、DNA合成阻害、細胞膜破壊(酸化分解を除く)、TCAサイクル酵素郡阻害、呼吸酵素阻害等の作用で微生物を殺菌する有機化合物である。   The chemical is an organic slime control agent. An organic slime control agent is an organic compound that sterilizes microorganisms by actions such as protein synthesis inhibition, protein denaturation, DNA synthesis inhibition, cell membrane destruction (excluding oxidative degradation), TCA cycle enzyme group inhibition, respiratory enzyme inhibition and the like.

有機系スライムコントロール剤としては、有機窒素ハロゲン系スライムコントロール剤、有機アミン系スライムコントロール剤等が挙げられる。有機窒素ハロゲン系スライムコントロール剤としては、例えば、イソチアゾロン化合物(特開平4−182474号公報参照)等が挙げられる。イソチアゾロン化合物は、たんぱく質合成阻害、TCAサイクル酵素郡阻害の作用で微生物を殺菌する。   Examples of organic slime control agents include organic nitrogen halogen slime control agents and organic amine slime control agents. Examples of the organic nitrogen halogen-based slime control agent include isothiazolone compounds (see JP-A-4-182474). The isothiazolone compound sterilizes microorganisms by the action of protein synthesis inhibition and TCA cycle enzyme group inhibition.

原水への薬液の注入量は、原水中の有機系スライムコントロール剤の濃度が0.1〜1000mg/Lとなる量が好ましい。有機系スライムコントロール剤の濃度が該範囲内であれば、充分な殺菌効果が得られる。   The amount of the chemical solution injected into the raw water is preferably such that the concentration of the organic slime control agent in the raw water is 0.1 to 1000 mg / L. If the concentration of the organic slime control agent is within this range, a sufficient bactericidal effect can be obtained.

原水への有機系スライムコントロール剤の添加は、原水中の有機系スライムコントロール剤の濃度が前記範囲内となるのであれば、連続的に行ってもよく、間欠的に行ってもよい。   The addition of the organic slime control agent to the raw water may be performed continuously or intermittently as long as the concentration of the organic slime control agent in the raw water is within the above range.

逆洗水には、必要に応じてスライムコントロール剤を添加してもよい。スライムコントロール剤としては、無機系スライムコントロール剤、有機系スライムコントロール剤等が挙げられる。   You may add a slime control agent to backwash water as needed. Examples of slime control agents include inorganic slime control agents and organic slime control agents.

以上説明した本発明のろ過処理装置にあっては、原水に有機系スライムコントロール剤を添加する薬剤添加手段を具備するため、ろ過器内での微生物の繁殖が抑えられると同時に、処理水の水質の悪化が抑えられ、かつ繊維ろ材の劣化が抑えられる。
また、本発明のろ過処理方法にあっては、原水をろ過処理する前に、原水に有機系スライムコントロール剤を添加するため、ろ過器内での微生物の繁殖が抑えられると同時に、処理水の水質の悪化が抑えられ、かつ繊維ろ材の劣化が抑えられる。
In the filtration treatment apparatus of the present invention described above, since it comprises a chemical addition means for adding an organic slime control agent to raw water, the growth of microorganisms in the filter can be suppressed, and at the same time the quality of the treated water Deterioration of the fiber filter medium is suppressed.
Moreover, in the filtration method of the present invention, since the organic slime control agent is added to the raw water before the raw water is filtered, the growth of microorganisms in the filter is suppressed, and at the same time Deterioration of water quality is suppressed, and deterioration of the fiber filter medium is suppressed.

すなわち、従来の無機系スライムコントロール剤は、殺菌の機構がたんぱく質や細胞膜の酸化分解によるものであるのに対し、本発明における有機系スライムコントロール剤は、殺菌の機構が酸化分解によらないものであるため、繊維ろ材に捕捉されたSSを分解することなく、微生物を殺菌できる。そのため、処理水の水質の悪化が抑えられる。
また、本発明における有機系スライムコントロール剤は、繊維ろ材を分解することがないため、繊維の強度、伸縮率等の低下が抑えられる。
That is, the conventional inorganic slime control agent has a sterilization mechanism based on oxidative degradation of proteins and cell membranes, whereas the organic slime control agent in the present invention does not have a sterilization mechanism based on oxidative degradation. Therefore, microorganisms can be sterilized without decomposing SS captured by the fiber filter medium. Therefore, deterioration of the quality of treated water can be suppressed.
Moreover, since the organic slime control agent in this invention does not decompose | disassemble a fiber filter medium, the fall of the intensity | strength of a fiber, an expansion-contraction rate, etc. is suppressed.

そして、原水に有機系スライムコントロール剤を添加することによって、ろ過器内での微生物の繁殖が抑えられ、スライムの発生が抑えられる。また、有機系スライムコントロール剤は、酸化分解によって短時間で消費されてしまうことがなく、殺菌効果が長時間持続するため、ろ過処理装置の運転を停止した際にも、微生物の繁殖が抑えられ、スライムの発生が抑えられる。
本発明のろ過処理装置およびろ過処理方法は、繊維ろ材に捕捉されたSSが分解されて繊維ろ材から脱落することがないため、無機系スライムコントロール剤を用いた場合には繊維ろ材から脱落したSSが処理水に混入しやすい長繊維束を繊維ろ材として用いる場合に特に有効である。
Then, by adding an organic slime control agent to the raw water, the growth of microorganisms in the filter is suppressed, and the generation of slime is suppressed. In addition, organic slime control agents are not consumed in a short time due to oxidative degradation, and the bactericidal effect lasts for a long time, so that the growth of microorganisms can be suppressed even when the filtration device is stopped. , Slime generation is suppressed.
In the filtration apparatus and the filtration method of the present invention, the SS trapped in the fiber filter medium is not decomposed and does not fall off from the fiber filter medium. Therefore, when an inorganic slime control agent is used, the SS dropped from the fiber filter medium. Is particularly effective when long fiber bundles that are likely to be mixed into the treated water are used as fiber filter media.

(SS濃度)
原水および処理水中のSS濃度は、孔径1μmのガラス繊維ろ紙を用い、JIS K0102「工場排水試験方法」の懸濁物質測定方法により測定した。
(SS concentration)
The SS concentration in the raw water and treated water was measured by a suspended substance measuring method of JIS K0102 “Factory Wastewater Test Method” using glass fiber filter paper having a pore diameter of 1 μm.

(引っ張り強度)
繊維の引っ張り強度は、ミネベア社製のTCM−1KNBを用い、JIS L1069「天然繊維の引張試験方法」により測定した。
(Tensile strength)
The tensile strength of the fiber was measured by JIS L1069 “Tensile test method of natural fiber” using TCM-1KNB manufactured by Minebea.

〔例1〕
図2に示すろ過処理装置10を用い、上述のろ過処理方法にしたがって原水のろ過処理を行った。図2中、図1と同じ構成のものには図1と同じ符号を付している。
長繊維束56としてポリエステル繊維を用いた。
原水としては、製紙工場の排水を用いた。2つのろ過器14におけるろ過速度LVは、それぞれ50m/hとした。
[Example 1]
The raw water was filtered according to the filtration method described above using the filtration device 10 shown in FIG. 2, the same components as those in FIG. 1 are denoted by the same reference numerals as those in FIG.
Polyester fibers were used as the long fiber bundle 56.
As raw water, wastewater from a paper mill was used. The filtration rate LV in the two filters 14 was 50 m / h, respectively.

一方の薬液槽18に10質量%のイソチアゾロン化合物水溶液を入れ、他方の薬液槽18に12質量%の次亜塩素酸ナトリウム水溶液を入れた。
原水槽12の原水を一方のろ過器14に供給しながら、原水中のイソチアゾロン化合物の濃度が1.0mg/Lとなるように、イソチアゾロン化合物水溶液を連続的に原水に注入した。
また、原水槽12の原水を他方のろ過器14に供給しながら、原水中の次亜塩素酸ナトリウムの濃度が1.0mg/Lとなるように、次亜塩素酸ナトリウム水溶液を連続的に原水に注入した。
One chemical solution tank 18 was filled with 10% by mass of an isothiazolone compound aqueous solution, and the other chemical solution tank 18 was filled with 12% by mass of a sodium hypochlorite aqueous solution.
While supplying the raw water of the raw water tank 12 to one filter 14, the aqueous solution of isothiazolone compound was continuously poured into the raw water so that the concentration of the isothiazolone compound in the raw water was 1.0 mg / L.
Moreover, while supplying the raw water in the raw water tank 12 to the other filter 14, the sodium hypochlorite aqueous solution is continuously supplied to the raw water so that the concentration of sodium hypochlorite in the raw water becomes 1.0 mg / L. Injected into.

逆洗は、24時間ごとに6分間行った。
ろ過処理開始から24時間後に、原水中のSS濃度を測定した。また、それぞれのろ過器14から排水される処理水をサンプリングし、処理水中のSS濃度を測定した。測定結果を表1に示す。
Backwashing was performed every 24 hours for 6 minutes.
24 hours after the start of the filtration treatment, the SS concentration in the raw water was measured. Moreover, the treated water drained from each filter 14 was sampled, and the SS concentration in the treated water was measured. The measurement results are shown in Table 1.

〔例2〕
2つのろ過器14を充分に逆洗した後、原水中のイソチアゾロン化合物および次亜塩素酸ナトリウムの濃度を2.0mg/Lに変更した以外は、例1と同様にして原水のろ過処理を行った。
ろ過処理開始から24時間後における、原水中のSS濃度および処理水中のSS濃度を測定した。測定結果を表1に示す。
[Example 2]
After thoroughly washing the two filters 14, the raw water was filtered in the same manner as in Example 1 except that the concentrations of the isothiazolone compound and sodium hypochlorite in the raw water were changed to 2.0 mg / L. It was.
The SS concentration in the raw water and the SS concentration in the treated water were measured 24 hours after the start of the filtration treatment. The measurement results are shown in Table 1.

〔例3〕
2つのろ過器14を充分に逆洗した後、原水中のイソチアゾロン化合物および次亜塩素酸ナトリウムの濃度を3.0mg/Lに変更した以外は、例1と同様にして原水のろ過処理を行った。
ろ過処理開始から24時間後における、原水中のSS濃度および処理水中のSS濃度を測定した。測定結果を表1に示す。
[Example 3]
After thoroughly washing the two filters 14, the raw water was filtered in the same manner as in Example 1 except that the concentrations of the isothiazolone compound and sodium hypochlorite in the raw water were changed to 3.0 mg / L. It was.
The SS concentration in the raw water and the SS concentration in the treated water were measured 24 hours after the start of the filtration treatment. The measurement results are shown in Table 1.

〔例4〕
2つのろ過器14を充分に逆洗した後、原水中のイソチアゾロン化合物および次亜塩素酸ナトリウムの濃度を4.0mg/Lに変更した以外は、例1と同様にして原水のろ過処理を行った。
ろ過処理開始から24時間後における、原水中のSS濃度および処理水中のSS濃度を測定した。測定結果を表1に示す。
[Example 4]
After thoroughly washing the two filters 14, the raw water was filtered in the same manner as in Example 1 except that the concentrations of the isothiazolone compound and sodium hypochlorite in the raw water were changed to 4.0 mg / L. It was.
The SS concentration in the raw water and the SS concentration in the treated water were measured 24 hours after the start of the filtration treatment. The measurement results are shown in Table 1.

Figure 0004866221
Figure 0004866221

有機系スライムコントロール剤であるイソチアゾロン化合物を用いた場合、および無機系スライムコントロール剤である次亜塩素酸ナトリウムを用いた場合のいずれにおいても、ろ過器14内におけるスライムの発生は認められなかった。
イソチアゾロン化合物を用いた場合、処理水の水質は悪化しなかった。一方、次亜塩素酸ナトリウムを用いた場合、次亜塩素酸ナトリウムの添加量が増加するほど、処理水中のSS濃度も増加して、処理水の水質が悪化した。
Generation of slime in the filter 14 was not observed both when the isothiazolone compound that is an organic slime control agent was used and when sodium hypochlorite that was an inorganic slime control agent was used.
When the isothiazolone compound was used, the quality of the treated water did not deteriorate. On the other hand, when sodium hypochlorite was used, the SS concentration in the treated water increased as the amount of sodium hypochlorite added increased, and the quality of the treated water deteriorated.

〔例5〕
長繊維束(ポリエステル製)を2つ用意し、それぞれ0.4質量%のイソチアゾロン化合物水溶液および0.4質量%の次亜塩素酸ナトリウム水溶液に30日間浸漬した。
未浸漬の繊維、イソチアゾロン化合物水溶液に浸漬した繊維、および次亜塩素酸ナトリウム水溶液に浸漬した繊維の引っ張り強度を測定した。測定結果を表2に示す。
[Example 5]
Two long fiber bundles (made of polyester) were prepared and immersed in an aqueous solution of 0.4% by mass of an isothiazolone compound and an aqueous solution of 0.4% by mass of sodium hypochlorite for 30 days.
The tensile strength of unimmersed fibers, fibers immersed in an aqueous solution of isothiazolone compound, and fibers immersed in an aqueous solution of sodium hypochlorite was measured. The measurement results are shown in Table 2.

Figure 0004866221
Figure 0004866221

イソチアゾロン化合物水溶液に浸漬した繊維は、引っ張り強度は未使用の繊維と同じであり、劣化は見られなかった。一方、次亜塩素酸ナトリウム水溶液に浸漬した繊維は、引っ張り強度が低下し、劣化が見られた。   The fiber immersed in the aqueous solution of the isothiazolone compound had the same tensile strength as that of the unused fiber, and no deterioration was observed. On the other hand, the fiber immersed in the sodium hypochlorite aqueous solution showed a decrease in tensile strength and deterioration.

本発明のろ過処理装置およびろ過処理方法は、有機物を含む原水のろ過処理に有用である。   The filtration device and the filtration method of the present invention are useful for the filtration treatment of raw water containing organic substances.

本発明のろ過処理装置の一例を示す概略構成図である。It is a schematic block diagram which shows an example of the filtration processing apparatus of this invention. 本発明のろ過処理装置の他の例を示す概略構成図である。It is a schematic block diagram which shows the other example of the filtration processing apparatus of this invention.

符号の説明Explanation of symbols

10 ろ過処理装置
14 ろ過器
18 薬液槽(薬液添加手段)
28 薬液供給管(薬液添加手段)
38 薬液ポンプ(薬液添加手段)
56 長繊維束(繊維ろ材)
DESCRIPTION OF SYMBOLS 10 Filtration processing apparatus 14 Filter 18 Chemical tank (chemical solution addition means)
28 Chemical liquid supply pipe (chemical liquid addition means)
38 Chemical liquid pump (Mechanical liquid addition means)
56 Long fiber bundle (fiber filter medium)

Claims (10)

原水をろ過処理する、繊維ろ材を充填したろ過器と、
前記原水に有機系スライムコントロール剤を添加する薬剤添加手段と
を具備する、ろ過処理装置。
A filter filled with fiber filter material for filtering raw water;
And a chemical addition means for adding an organic slime control agent to the raw water.
前記繊維ろ材が、繊維束である、請求項1に記載のろ過処理装置。 The fibrous filter material is a fiber維束, filtering processing apparatus according to claim 1. 記繊維束の下端が前記ろ過器の底部近傍に固定され、前記ろ過器の底部に処理水出口を有する、請求項2に記載のろ過処理装置。 Before the lower end of Ki繊維束is fixed near the bottom of the filter, having a treated water outlet at the bottom of the filter, filtering processing apparatus according to claim 2. 記繊維束が二等分に折り曲げられた状態で、折り曲げた部分が前記ろ過器の底部近傍に固定され、前記ろ過器の底部に処理水出口を有する、請求項2に記載のろ過処理装置。 In a state where the front Ki繊維束is folded in two halves, which bent portion is secured near the bottom of the filter, having a treated water outlet at the bottom of the filter, the filtration process according to claim 2 apparatus. 前記有機系スライムコントロール剤が、イソチアゾロン化合物である、請求項1〜4のいずれかに記載のろ過処理装置。   The filtration apparatus according to any one of claims 1 to 4, wherein the organic slime control agent is an isothiazolone compound. 原水に有機系スライムコントロール剤を添加し、繊維ろ材を充填したろ過器にて前記原水をろ過処理する、ろ過処理方法。   A filtration treatment method in which an organic slime control agent is added to raw water and the raw water is filtered with a filter filled with a fiber filter medium. 前記繊維ろ材として、繊維束を用いる、請求項6に記載のろ過処理方法。 As the fiber filter material, using fiber維束, filtration treatment method according to claim 6. 記繊維束の下端を前記ろ過器の底部近傍に固定し、前記ろ過器の上部から原水を供給し、底部から処理水を排水する、請求項7に記載のろ過処理方法。 The lower end of the front Ki繊維束fixed near the bottom of the filter, to supply raw water from the top of the filter, to drain treated water from the bottom, filtration treatment method according to claim 7. 記繊維束を二等分に折り曲げた状態で、折り曲げた部分を前記ろ過器の底部近傍に固定し、前記ろ過器の上部から原水を供給し、底部から処理水を排水する、請求項7に記載のろ過処理方法。 In a folded state the pre Ki繊維束the bisector, the bent portion is fixed near the bottom of the filter, to supply raw water from the top of the filter, to drain treated water from the bottom, claim The filtration treatment method according to 7. 前記有機系スライムコントロール剤として、イソチアゾロン化合物を用いる、請求項6〜9のいずれかに記載のろ過処理方法。   The filtration treatment method according to claim 6, wherein an isothiazolone compound is used as the organic slime control agent.
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