JP2011115702A - Backwashing method of long fiber filtration apparatus and long fiber filtration apparatus - Google Patents

Backwashing method of long fiber filtration apparatus and long fiber filtration apparatus Download PDF

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JP2011115702A
JP2011115702A JP2009274229A JP2009274229A JP2011115702A JP 2011115702 A JP2011115702 A JP 2011115702A JP 2009274229 A JP2009274229 A JP 2009274229A JP 2009274229 A JP2009274229 A JP 2009274229A JP 2011115702 A JP2011115702 A JP 2011115702A
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long fiber
filtration
backwashing
water
filtration tank
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JP5345512B2 (en
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Daisuke Tasaka
大輔 田坂
Toru Yokoyama
徹 横山
Tomoaki Miyanoshita
友明 宮ノ下
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Organo Corp
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Organo Corp
Japan Organo Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a backwashing method of a long fiber filtration apparatus and the long fiber filtration apparatus performing efficient backwashing even without running backwashing water at high flow speed. <P>SOLUTION: The backwashing method of a long fiber filtration apparatus is provided in which raw water is passed downward in a filtration tank where long fiber bundles with free upper ends and lower ends fixed to a support set in the filtration tank are erected and filtration treatment is performed. The backwashing method includes: air washing step of washing long fiber bundles by introducing air from a lower part of the filtration tank while water is stored in the filtration tank; discharging step of discharging the water in the filtration tank from the lower part of the filtration tank after the air washing step; and backwashing step of washing the long fiber bundles by passing the backwashing water upward from the lower part of the filtration tank and discharging the backwashing water from an upper part of the filtration tank. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、長繊維ろ過装置の技術、特に長繊維ろ過装置の逆洗方法の技術に関する。   The present invention relates to a technique for a long fiber filtration device, and more particularly to a technique for a backwashing method for a long fiber filtration device.

従来より、上水処理施設、下水処理施設、産業排水処理施設、産業用水処理施設等の各種処理工程において、原水中の懸濁物を除去するためのろ過処理として、長繊維束をろ過材として用いたろ過処理が知られている。   Conventionally, in various treatment processes such as water treatment facilities, sewage treatment facilities, industrial wastewater treatment facilities, industrial water treatment facilities, etc., long fiber bundles have been used as filter media as filtration treatments for removing suspended matter in raw water. The filtration process used is known.

例えば、特許文献1及び特許文献2には、ろ過槽内部に支持体を設置し、当該支持体の上部に長繊維束の下端を固定するとともに、その上端を自由端としたろ過体を形成し、長繊維束の上端から下端に向かって下降流で原水を通水して、長繊維束内の空隙部により原水中の懸濁物質を捕捉する長繊維ろ過装置が記載されている。長繊維束をろ過材として用いたろ過処理は、砂ろ過に比べ、損失水頭が少なく、高速流でろ過をすることが可能である。   For example, in Patent Document 1 and Patent Document 2, a support body is installed inside the filtration tank, and the lower end of the long fiber bundle is fixed to the upper part of the support body, and a filter body having the upper end as a free end is formed. A long-fiber filtration device is described in which raw water is passed in a downward flow from the upper end to the lower end of a long-fiber bundle, and suspended substances in the raw water are captured by voids in the long-fiber bundle. Filtration using a long fiber bundle as a filter medium has less head loss compared to sand filtration and can be filtered at high speed.

この長繊維ろ過装置においては、処理の継続に伴い長繊維束に捕捉された懸濁物質が増加すると、ろ過能力が低下する。そこで、ろ過能力を回復させるために、ろ過槽の下部から洗浄水(逆洗水)及び空気を流入させ、ろ過槽上部から排出する逆洗を行い、長繊維束を洗浄する。すなわち、所定期間のろ過工程を実施した場合又は損失水頭が上昇した場合に、逆洗を実施する。   In this long fiber filtration device, if the suspended solids trapped in the long fiber bundles increase with the continuation of the treatment, the filtration capacity decreases. Therefore, in order to recover the filtration capacity, washing water (back washing water) and air are introduced from the lower part of the filtration tank, and back washing is discharged from the upper part of the filtration tank to wash the long fiber bundle. That is, backwashing is performed when a filtration process for a predetermined period is performed or when the head loss is increased.

特開昭63−315110号公報JP-A-63-315110 特開平1−304011号公報Japanese Laid-Open Patent Publication No. 1-304011

しかし、所定期間のろ過工程を実施した場合又は損失水頭が上昇した場合に、ろ過槽の下部から逆洗水及び空気を流入させ、ろ過槽上部から排出する逆洗方法では、長繊維束から剥離した懸濁物質をろ過槽外へ排出するために、逆洗水を高速流で流さなければならない。そして、高速流で逆洗水を流すためには、逆洗水を流すためのポンプ及び配管を大きくしなければならならず、設備の大型化や、設備費の増大等の問題がある。   However, in the case of performing a filtration process for a predetermined period or when the head loss increases, backwashing water and air are introduced from the lower part of the filtration tank and discharged from the upper part of the filtration tank. In order to discharge the suspended solids out of the filtration tank, the backwash water must flow at a high speed. And in order to flow backwashing water by high-speed flow, the pump and piping for flowing backwashing water must be enlarged, and there are problems such as increase in equipment size and increase in equipment cost.

そこで、本発明の目的は、逆洗水を高速流で流さなくても、効率的に逆洗を行うことができる長繊維ろ過装置の逆洗方法及び長繊維ろ過装置を提供することにある。   Then, the objective of this invention is providing the backwashing method and the long fiber filtration apparatus of the long fiber filtration apparatus which can perform backwash efficiently, even if it does not flow backwash water by a high-speed flow.

本発明は、上端を自由端とし、下端をろ過槽内に設置した支持体に固定した長繊維束を立設したろ過槽内に原水を下降流で通水してろ過処理を行う長繊維ろ過装置の逆洗方法であって、前記ろ過槽内に水を溜めた状態で、前記ろ過槽の下部より空気を導入して、前記長繊維束を洗浄する空気洗浄工程と、前記空気洗浄工程後、前記ろ過槽内の水を前記ろ過槽の下部から排出する排出工程と、前記ろ過槽の下部より逆洗水を上向流で通水し、前記ろ過槽の上部から排出して、前記長繊維束を洗浄する逆洗工程と、を備える。   The present invention is a long fiber filtration in which raw water is passed in a downward flow into a filtration tank in which a long fiber bundle fixed to a support body having an upper end at a free end and a lower end fixed to a support installed in the filtration tank. A backwashing method for an apparatus, in which water is stored in the filtration tank, air is introduced from the lower part of the filtration tank, and the long fiber bundle is washed, and after the air washing process A draining process for draining the water in the filtration tank from the lower part of the filtration tank, and passing backwash water from the lower part of the filtration tank in an upward flow, draining from the upper part of the filtration tank, And a backwashing step for washing the fiber bundle.

また、前記長繊維ろ過装置の逆洗方法において、前記空気洗浄工程、前記排出工程、前記逆洗工程の順に実施することが好ましい。   Moreover, in the backwashing method of the said long fiber filtration apparatus, it is preferable to implement in order of the said air washing process, the said discharge process, and the said backwashing process.

また、前記長繊維ろ過装置の逆洗方法において、前記空気洗浄工程及び前記排出工程を複数繰り返した後、前記逆洗工程を実施することが好ましい。   Moreover, in the backwashing method of the said long fiber filtration apparatus, it is preferable to implement the said backwashing process, after repeating the said air washing process and the said discharge process in multiple times.

また、前記長繊維ろ過装置の逆洗方法において、前記逆洗工程の逆洗水の水量を前記長繊維束の容積の3倍量以上にすることが好ましい。   Moreover, in the backwashing method of the said long fiber filtration apparatus, it is preferable that the amount of backwashing water of the said backwashing process shall be 3 times or more of the volume of the said long fiber bundle.

また、前記長繊維ろ過装置の逆洗方法において、前記排出工程における前記ろ過槽内の水と前記ろ過処理における処理水とは、それぞれ別々の排出口から排出されることが好ましい。   Moreover, in the backwashing method of the said long fiber filtration apparatus, it is preferable that the water in the said filtration tank in the said discharge process and the treated water in the said filtration process are each discharged | emitted from a separate discharge port.

また、本発明は、ろ過槽内に設置される支持体と、上端を自由端とし、下端を前記支持体に固定される長繊維束と、を備えるろ過槽内に原水を下降流で通水してろ過処理を行う長繊維ろ過装置であって、前記ろ過槽の下部より空気を導入して、前記長繊維束を洗浄した後の前記ろ過槽内の水を排出する下部排出口が前記ろ過槽の下部に設置され、前記長繊維束を逆洗浄するために、前記ろ過槽の下部より上向流で通水した逆洗水を排出する上部排出口が前記ろ過槽の上部に設置されている。   Further, the present invention is directed to flowing raw water in a downward flow into a filtration tank comprising a support body installed in the filtration tank, and a long fiber bundle having an upper end as a free end and a lower end fixed to the support body. A long fiber filtration device for performing filtration treatment, wherein air is introduced from the lower part of the filtration tank, and the lower discharge port for discharging the water in the filtration tank after washing the long fiber bundle is the filtration In order to backwash the long fiber bundles installed in the lower part of the tank, an upper outlet for discharging the backwash water that has flowed upward from the lower part of the filtration tank is installed in the upper part of the filtration tank. Yes.

また、前記長繊維ろ過装置において、前記下部排出口は、前記支持体に設置されていることが好ましい。   Moreover, the said long fiber filtration apparatus WHEREIN: It is preferable that the said lower discharge port is installed in the said support body.

また、前記長繊維ろ過装置において、前記下部排出口は、前記ろ過処理における処理水の排出口とは別の排出口であることが好ましい。   Moreover, the said long fiber filtration apparatus WHEREIN: It is preferable that the said lower discharge port is a discharge port different from the discharge port of the treated water in the said filtration process.

本発明によれば、逆洗水を高速流で流さなくても、効率的に逆洗を行うことができる。   According to the present invention, backwashing can be performed efficiently without flowing backwashing water at a high speed.

本発明の実施形態に係る長繊維ろ過装置の構成の一例を示す模式図である。It is a schematic diagram which shows an example of a structure of the long fiber filtration apparatus which concerns on embodiment of this invention. 支持体の構成の一例を示す上面模式図である。It is an upper surface schematic diagram which shows an example of a structure of a support body. 3サイクル目(ろ過−逆洗を3回)のろ過継続時間と損失水頭との関係を示す図である。It is a figure which shows the relationship between the filtration continuation time of 3rd cycle (filtration-backwashing 3 times), and a loss head.

本発明の実施の形態について以下説明する。本実施形態は本発明を実施する一例であって、本発明は本実施形態に限定されるものではない。   Embodiments of the present invention will be described below. This embodiment is an example for carrying out the present invention, and the present invention is not limited to this embodiment.

図1は、本発明の実施形態に係る長繊維ろ過装置の構成の一例を示す模式図である。図1に示す長繊維ろ過装置1は、ろ過槽10、原水流入管12、処理水流出管14、逆洗水流入管16、逆洗排水流出管18、集水管20、空気流入管22、原水貯留槽24、処理水槽26、原水ポンプ28、逆洗ポンプ30、逆洗ブロワ32を備える。   Drawing 1 is a mimetic diagram showing an example of composition of a long fiber filtration device concerning an embodiment of the present invention. 1 includes a filtration tank 10, a raw water inflow pipe 12, a treated water outflow pipe 14, a backwash water inflow pipe 16, a backwash drainage outflow pipe 18, a water collection pipe 20, an air inflow pipe 22, and a raw water storage. A tank 24, a treated water tank 26, a raw water pump 28, a backwash pump 30, and a backwash blower 32 are provided.

ろ過槽10には、支持体34が設置されている。図2は、支持体の構成の一例を示す上面模式図である。支持体34は、複数の開口が形成された支持板36と、開口のそれぞれに嵌合された支持ノズル38(ストレイナー)とを備える。この支持ノズル38には、長繊維束40の下端が固定されおり、長繊維束40の上端は自由端となっている。すなわち、長繊維束40は、支持体34に固定されることとなる。また、支持板36には、上記複数の開口とは別の複数の小孔が形成されており、この小孔が下部排出口42となる。   A support 34 is installed in the filtration tank 10. FIG. 2 is a schematic top view illustrating an example of the configuration of the support. The support 34 includes a support plate 36 in which a plurality of openings are formed, and a support nozzle 38 (strainer) fitted in each of the openings. The lower end of the long fiber bundle 40 is fixed to the support nozzle 38, and the upper end of the long fiber bundle 40 is a free end. That is, the long fiber bundle 40 is fixed to the support 34. The support plate 36 is formed with a plurality of small holes different from the plurality of openings, and the small holes serve as the lower discharge port 42.

但し、本実施形態に用いられる支持体34は、長繊維束40を支持するものであれば上記構成に制限されるものではなく、長繊維束40の下端を固定するスチールウール等とスチールウール等を固定する支持板36等から構成されていてもよい。支持板36には、下部排出口42、処理水が通過する排出口等が設置される。   However, the support 34 used in the present embodiment is not limited to the above configuration as long as it supports the long fiber bundle 40. Steel wool or the like that fixes the lower end of the long fiber bundle 40, steel wool, or the like. It may be composed of a support plate 36 or the like for fixing. The support plate 36 is provided with a lower discharge port 42 and a discharge port through which treated water passes.

原水貯留槽24には、原水が貯留される。この原水貯留槽24には、原水流入管12の一端が接続され、他端は原水ポンプ28、バルブ44を介して、ろ過槽10の上部に接続される。なお、原水がろ過槽10に自然流下で流入可能な場合には、原水ポンプ28は不要である。ろ過槽10内には、上述したように、下部に設けられた支持体34(実質的には支持ノズル38)に下端が固定された多数の長繊維束40が充填されている。ろ過槽10の支持体34の下方には、処理水排出管の一端が接続され、他端はバルブ46を介して処理水槽26に接続されている。また、処理水槽26には、逆洗水流入管16の一端が接続され、他端は逆洗ポンプ30、バルブ48を介して、ろ過槽10の支持体34の下方に接続されている。さらに、ろ過槽10の支持体34の下方には、空気流入管22の一端も接続され、その他端はバルブ50を介して逆洗ブロワ32に接続されている。また、ろ過槽10の上部側面には、バルブ56が設けられた逆洗排水流出管18が接続されている。また、上記説明した下部排出口42には、集水管20の一端が接続され、その他端は、バルブ54を介して、逆洗排水流出管18に接続されている。   Raw water is stored in the raw water storage tank 24. One end of the raw water inflow pipe 12 is connected to the raw water storage tank 24, and the other end is connected to the upper part of the filtration tank 10 via the raw water pump 28 and the valve 44. In addition, when raw | natural water can flow into the filtration tank 10 by natural flow, the raw | natural water pump 28 is unnecessary. As described above, the filtration tank 10 is filled with a large number of long fiber bundles 40 each having a lower end fixed to a support body 34 (substantially a support nozzle 38) provided in the lower part. One end of the treated water discharge pipe is connected below the support 34 of the filtration tank 10, and the other end is connected to the treated water tank 26 via a valve 46. Further, one end of the backwash water inflow pipe 16 is connected to the treated water tank 26, and the other end is connected to the lower side of the support body 34 of the filtration tank 10 via the backwash pump 30 and the valve 48. Further, one end of the air inflow pipe 22 is connected to the lower side of the support 34 of the filtration tank 10, and the other end is connected to the backwash blower 32 through the valve 50. A backwash drainage pipe 18 provided with a valve 56 is connected to the upper side surface of the filtration tank 10. Further, one end of the water collecting pipe 20 is connected to the lower discharge port 42 described above, and the other end is connected to the backwash drainage outflow pipe 18 via a valve 54.

次に、本実施形態に係る長繊維ろ過装置1の動作(ろ過及び逆洗方法)について説明する。   Next, the operation (filtration and backwashing method) of the long fiber filtration device 1 according to this embodiment will be described.

上工水道水、下水2次処理水、下水3次処理水、河川水、湖沼水、凝集沈殿上澄み水、各種工程中間水、各種回収水、各種排水等の懸濁物質を含む原水は、原水貯留槽24に貯留された後、原水ポンプ28により原水流入管12を通り、ろ過槽10内部に導入される。ろ過槽10の上方から導入された原水は、ろ過槽10の上部から下部に向かって、すなわち長繊維束40に向かって下降流で通過し、長繊維束40の空隙部等により懸濁物質が捕捉され、清澄となった処理水が支持ノズル38を通り、処理水流出管14に送液される。そして、処理水は処理水排出管を通り、処理水槽26に貯留される。このろ過処理の時、バルブ44,46は開口状態とし、バルブ48,50,54,56は閉口状態とする。なお、処理水は、その後消毒処理等が行われる。   Raw water containing suspended substances such as industrial water, secondary sewage water, tertiary sewage water, river water, lake water, coagulated sediment supernatant water, various process intermediate waters, various recovered waters, various waste waters, etc. After being stored in the storage tank 24, the raw water pump 28 passes through the raw water inflow pipe 12 and is introduced into the filtration tank 10. The raw water introduced from above the filtration tank 10 passes downward from the upper part of the filtration tank 10, that is, toward the long fiber bundle 40, and the suspended matter is suspended by the voids of the long fiber bundle 40. The treated water that has been captured and clarified passes through the support nozzle 38 and is sent to the treated water outflow pipe 14. Then, the treated water passes through the treated water discharge pipe and is stored in the treated water tank 26. During the filtration process, the valves 44 and 46 are opened, and the valves 48, 50, 54 and 56 are closed. The treated water is then subjected to sterilization treatment or the like.

本実施形態では、所定期間のろ過処理を実施した場合や、ろ過槽10内の損失水頭が所定の高さまで上昇した場合等に、逆洗処理を実施し、長繊維束40を洗浄する。   In this embodiment, when the filtration process for a predetermined period is performed, or when the loss head in the filtration tank 10 rises to a predetermined height, the backwash process is performed, and the long fiber bundle 40 is washed.

<空気洗浄工程>
具体的には、バルブ44,46を閉口状態として、原水の通水を停止してろ過槽10内に水を溜めた状態で、バルブ50を開口状態とし、空気流入管22を通してブロワにより圧縮空気をろ過槽10の下部から導入し、支持ノズル38を通り、ろ過槽10の上部側へ供給する。このように圧縮空気の流入によりろ過槽10内部の水が攪拌されるとともに、長繊維束40が振動して伸長することにより、長繊維束40の空隙部や表面等に捕捉されていた懸濁物質が剥離される。また、ろ過槽10内の原水を抜いた後、バルブ48,50を開口状態として、逆洗ポンプ30により逆洗水流入管16を通して逆洗水をろ過槽10内に流入させ、ろ過槽10内に水を溜めた状態で、圧縮空気をろ過槽10内に導入してもよいし、逆洗水流入管16を通して逆洗水をろ過槽10内に流入させながら圧縮空気をろ過槽10内に導入してもよい。
<Air cleaning process>
Specifically, the valves 44 and 46 are closed, the raw water flow is stopped and water is accumulated in the filtration tank 10, the valve 50 is opened, and the compressed air is blown by the blower through the air inflow pipe 22. Is introduced from the lower part of the filtration tank 10, passes through the support nozzle 38, and is supplied to the upper part of the filtration tank 10. In this way, the water inside the filtration tank 10 is agitated by the inflow of compressed air, and the long fiber bundle 40 vibrates and expands, whereby the suspension trapped in the voids and the surface of the long fiber bundle 40 and the like. The material is peeled off. In addition, after draining the raw water in the filtration tank 10, the valves 48 and 50 are opened, and the backwash water is caused to flow into the filtration tank 10 through the backwash water inflow pipe 16 by the backwash pump 30. Compressed air may be introduced into the filtration tank 10 while water is accumulated, or compressed air is introduced into the filtration tank 10 while allowing the backwash water to flow into the filtration tank 10 through the backwash water inflow pipe 16. May be.

<排出工程>
逆洗ポンプ30の稼動を停止し、バルブ48,50を閉口状態とした後、バルブ54を開状態として、ろ過槽10内の水及び空気逆洗により剥離された懸濁物質を下部排出口42から排出する。下部排出口42から排出された水及び懸濁物質を集水管20を介して逆洗排水流出管18から、長繊維ろ過装置1の系外へ排出する。この排出工程により、懸濁物質の大部分(特に比重の重い懸濁物質)が下部排出口42を通して、長繊維ろ過装置1の系外へ排出されることとなる。その結果、ろ過槽10内には懸濁物質は微量(特に比重の軽い懸濁物質)であるため、後述する逆洗工程で逆洗水を高速流で流す必要がなくなり、逆洗工程で使用する逆洗ポンプ30の容量、逆洗水流入管16及び逆洗排水流出管18の径等を小さくすることができる。
<Discharge process>
After the operation of the backwash pump 30 is stopped and the valves 48 and 50 are closed, the valve 54 is opened and the suspended matter separated by the water and air backwash in the filtration tank 10 is removed from the lower discharge port 42. To discharge from. The water and suspended matter discharged from the lower discharge port 42 are discharged from the backwash drainage outflow pipe 18 through the water collection pipe 20 to the outside of the long fiber filtration device 1. By this discharge process, most of the suspended solids (particularly heavy suspended solids) are discharged out of the long fiber filtration device 1 through the lower discharge port 42. As a result, since the suspended solids in the filtration tank 10 are very small (especially suspended solids with a low specific gravity), it is not necessary to flow backwash water at a high speed in the backwashing process described later, and used in the backwashing process. Thus, the capacity of the backwash pump 30, the diameter of the backwash water inflow pipe 16 and the backwash drainage outflow pipe 18 can be reduced.

本実施形態における下部排出口42は、ろ過槽10の下部に設置される。ここで、本明細書において、ろ過槽10の底部から長繊維束40の上端の高さまでをろ過槽10の下部と云う。また、そのろ過槽10の下部より上方をろ過槽10の上部と云う。すなわち、下部排出口42は、ろ過槽10の下部であればいずれの位置に設置されてもよいが、空気逆洗により剥離した懸濁物質を効率的に排出するために、支持体34近傍のろ過槽10の側面に設置することが好ましい。下部排出口42を支持体34近傍のろ過槽10の側面に設置する場合には、支持体34から上方20cmまでのろ過槽10の側面に設置するのが望ましく、支持体34から上方10cmまでのろ過槽10の側面に設置するのがより望ましい。また、空気逆洗により剥離した懸濁物質をより効率的に排出するためには、本実施形態のように支持体34に設けることがより好ましい。   The lower outlet 42 in the present embodiment is installed at the lower part of the filtration tank 10. Here, in this specification, the bottom from the filtration tank 10 to the height of the upper end of the long fiber bundle 40 is referred to as the lower part of the filtration tank 10. The upper part of the filtration tank 10 is referred to as the upper part of the filtration tank 10. That is, the lower discharge port 42 may be installed at any position as long as it is the lower part of the filtration tank 10, but in order to efficiently discharge suspended substances separated by back air washing, It is preferable to install on the side surface of the filtration tank 10. When installing the lower discharge port 42 on the side surface of the filtration tank 10 near the support 34, it is desirable to install it on the side of the filtration tank 10 up to 20 cm above the support 34, and up to 10 cm above the support 34. It is more desirable to install on the side surface of the filtration tank 10. Moreover, in order to discharge | emit the suspended solid peeled off by air backwashing more efficiently, providing in the support body 34 like this embodiment is more preferable.

処理水排出管46の一端が接続されるろ過槽10の排出口を下部排出口42としてもよい。この場合、処理水排出管46を分岐して、一方を処理水槽26に、他方を逆洗排水流出管18に接続させることとなる。しかし、このように下部排出口42を処理水の排出口と同一とすると、排出工程において、懸濁物質が長繊維に捕捉されてしまい効率的に排出できないため、本実施形態のように、下部排出口42と処理水の排出口とはそれぞれ別々に設置することが好ましい。   The outlet of the filtration tank 10 to which one end of the treated water discharge pipe 46 is connected may be the lower outlet 42. In this case, the treated water discharge pipe 46 is branched, and one is connected to the treated water tank 26 and the other is connected to the backwash drainage outflow pipe 18. However, if the lower discharge port 42 is made the same as the treated water discharge port in this way, the suspended matter is trapped by the long fibers in the discharge process and cannot be discharged efficiently. It is preferable to install the discharge port 42 and the treated water discharge port separately.

<逆洗工程>
逆洗工程では、バルブ54を閉口状態とし、バルブ48,56を開口状態として、逆洗ポンプ30により逆洗水流入管16を通して逆洗水をろ過槽10内に流入させる。そして、逆洗水をろ過槽10の下部より支持ノズル38を通して上向流で通水し、逆洗排水流出管18から長繊維ろ過装置1の系外へ排出する。
<Backwash process>
In the backwashing process, the valve 54 is closed, the valves 48 and 56 are opened, and the backwash water is caused to flow into the filter tank 10 through the backwash water inflow pipe 16 by the backwash pump 30. Then, the backwash water is passed upward from the lower portion of the filtration tank 10 through the support nozzle 38 and discharged from the backwash drainage pipe 18 to the outside of the long fiber filtration device 1.

逆洗工程での逆洗水の水量は、特に制限されるものではないが、ろ過槽10内の懸濁物質を効率的に除去することができる点で、長繊維束40の(有効)容積の3倍量以上であることが好ましい。   The amount of backwash water in the backwashing step is not particularly limited, but the (effective) volume of the long fiber bundle 40 is that the suspended matter in the filtration tank 10 can be efficiently removed. It is preferable that the amount is 3 times or more.

逆洗排水流出管18から排出される排水は排水処理設備に移送される。なお、逆洗水としては、処理水槽26に貯留される処理水等を使用することが好ましい。   Wastewater discharged from the backwash drainage pipe 18 is transferred to a wastewater treatment facility. In addition, it is preferable to use the treated water etc. which are stored in the treated water tank 26 as backwash water.

本実施形態では、上記説明したとおり空気洗浄工程、排出工程を行った後逆洗工程を行うこと、すなわち、最後に逆洗工程を行うことが好ましく、空気洗浄工程と排出工程とを複数繰り返した後、逆洗工程を行うことがより好ましい。但し、本実施形態の逆洗方法においては、上記説明したものに制限されるものではなく、例えば、逆洗工程後に空気洗浄工程、排出工程を行ってもよい。また、逆洗工程及び空気洗浄工程を同時に行い、その後排出工程を行ってもよいし(好ましくはその後逆洗工程を行う)、空気逆洗後、排出工程及び逆洗工程を行ってもよい。   In the present embodiment, as described above, the backwashing step is preferably performed after the air washing step and the discharging step, that is, the backwashing step is preferably performed at the end, and the air washing step and the discharging step are repeated a plurality of times. It is more preferable to perform a backwashing process later. However, in the backwashing method of this embodiment, it is not restricted to what was demonstrated above, For example, you may perform an air washing process and a discharge process after a backwashing process. Further, the backwashing step and the air washing step may be performed simultaneously, and then the discharge step may be performed (preferably, the backwashing step is performed thereafter).

長繊維束40を構成する長繊維の材質としては、アクリル系、ポリエステル系、ポリプロピレン系、ポリアミド系、ポリアクリルアミド系、ケブラー系等の合成繊維、綿及び羊毛等の天然繊維、これらの合成繊維等が挙げられる。強度が高い等の点から合成繊維が好ましく、加工性がよいとされるポリエステル系合成繊維が好ましい。   As the material of the long fiber constituting the long fiber bundle 40, synthetic fibers such as acrylic, polyester, polypropylene, polyamide, polyacrylamide, and Kevlar, natural fibers such as cotton and wool, synthetic fibers thereof, and the like Is mentioned. Synthetic fibers are preferred from the standpoint of high strength, etc., and polyester-based synthetic fibers that have good processability are preferred.

長繊維束40の長さは、使用するろ過槽10の高さ等に応じて決めればよく特に制限されるものではないが、500mm以上3000mm未満であることが好ましく、1000mm以上1500mm未満であることがより好ましい。長繊維束40の長さが、500mm未満であると、ろ過材の有効容積が少ないため処理効率が低下する場合があり、3000mm以上であると長繊維束40の屈曲が大きくなり直立性が低下するために長繊維束40の集合密度が高くなり、有効容積が減少して処理効率が低下する場合がある。なお、長繊維束40の長さは、この長繊維束40をろ過槽10に充填したときに通水のない状態の水中でほぼ直立した状態での長繊維束40の上端から下端までの長さである。   The length of the long fiber bundle 40 is not particularly limited as long as it is determined according to the height of the filtration tank 10 to be used, but is preferably 500 mm or more and less than 3000 mm, and is 1000 mm or more and less than 1500 mm. Is more preferable. When the length of the long fiber bundle 40 is less than 500 mm, the processing efficiency may decrease because the effective volume of the filter medium is small. When the length is 3000 mm or more, the bending of the long fiber bundle 40 increases and the uprightness decreases. For this reason, the aggregate density of the long fiber bundles 40 is increased, and the effective volume may be reduced to lower the processing efficiency. In addition, the length of the long fiber bundle 40 is the length from the upper end to the lower end of the long fiber bundle 40 in a state in which the long fiber bundle 40 is almost upright in water in a state where no water is passed when the filtration tank 10 is filled. That's it.

長繊維束40の充填密度は、原水の通水速度等に応じて決めればよく特に制限されるものではないが、ろ過槽10の断面積1mあたり15kg以上200kg未満であることが好ましく、ろ過槽10の断面積1mあたり30kg以上100kg未満であることがより好ましい。長繊維束40の充填密度が、ろ過槽10の断面積1mあたり15kg未満であると、圧力損失は小さくなるが長繊維束40の有効容積が少ないためろ過効率が低下する場合があり、200kg以上であると長繊維束40の集合密度が高くなり、有効容積が減少してろ過効率が低下する、あるいは圧力損失が大きくなる場合がある。なお、長繊維束40の充填密度は、長繊維束40の乾燥重量及び長繊維束40を充填したろ過槽10の断面積から求めたものである。 The filling density of the long fiber bundle 40 is not particularly limited as long as it is determined according to the flow rate of raw water, but is preferably 15 kg or more and less than 200 kg per 1 m 2 of the cross-sectional area of the filtration tank 10. More preferably, it is 30 kg or more and less than 100 kg per 1 m 2 of the cross-sectional area of the tank 10. When the packing density of the long fiber bundle 40 is less than 15 kg per 1 m 2 of the cross-sectional area of the filtration tank 10, the pressure loss becomes small, but the effective volume of the long fiber bundle 40 is small, and thus the filtration efficiency may decrease. If it is as described above, the aggregate density of the long fiber bundle 40 is increased, the effective volume is decreased, and the filtration efficiency may be decreased, or the pressure loss may be increased. The filling density of the long fiber bundle 40 is obtained from the dry weight of the long fiber bundle 40 and the cross-sectional area of the filtration tank 10 filled with the long fiber bundle 40.

本実施形態に係る長繊維ろ過装置1では、ろ過速度を1000m/day以上、好ましくは1200m/day以上、より好ましくは1500m/day以上とすることができる。   In the long fiber filtration device 1 according to the present embodiment, the filtration rate can be 1000 m / day or more, preferably 1200 m / day or more, more preferably 1500 m / day or more.

本実施形態に係る長繊維ろ過装置1は、上水処理施設、下水処理施設、産業排水処理施設、産業用水処理施設等の各種処理工程において、上工水道水、下水2次処理水、下水3次処理水、河川水、湖沼水、凝集沈殿上澄み水、各種工程中間水、各種回収水、各種廃水等の処理に使用することができる。   The long fiber filtration device 1 according to the present embodiment is used in various treatment processes such as a water treatment facility, a sewage treatment facility, an industrial wastewater treatment facility, and an industrial water treatment facility. It can be used for the treatment of secondary treated water, river water, lake water, coagulated sediment supernatant water, various process intermediate water, various recovered water, various waste water, and the like.

以下、実施例及び比較例を挙げ、本発明をより具体的に詳細に説明するが、本発明は、以下の実施例に限定されるものではない。   Hereinafter, although an example and a comparative example are given and the present invention is explained more concretely in detail, the present invention is not limited to the following examples.

実施例1では、図1に示す長繊維ろ過装置を用いて、以下の条件で試験を行った。井水に関東ローム(JIS試験粉体1−7種)を100mg/L程度になるように添加したものを原水として、その原水にポリ塩化アルミニウム(凝集剤)14mg/Lを添加し、ろ過槽(φ280mm×2000mm)にろ過速度(LV)1000m/dayで通水した。ろ過槽内に設置した繊維束の高さは支持体から1mとした。下部排出口は支持体に設置した。逆洗は、損失水頭が1000mmに達したら、空気洗浄工程と排出工程とをそれぞれ3回行った後、長繊維束の容積の3倍量の水量に相当する180Lの逆洗水で逆洗工程を実施した。逆洗水の流速(LV)を45m/h、逆洗空気の流速(LV)を150m/hとし、洗浄水量(合計)を510Lとした。   In Example 1, the test was conducted under the following conditions using the long fiber filtration device shown in FIG. Well water Kanto Loam (JIS test powder 1-7 type) added to about 100 mg / L is used as raw water, and polyaluminum chloride (flocculating agent) 14 mg / L is added to the raw water. Water was passed through (φ280 mm × 2000 mm) at a filtration rate (LV) of 1000 m / day. The height of the fiber bundle installed in the filtration tank was 1 m from the support. The lower outlet was installed on the support. In the backwash, when the head loss reaches 1000 mm, the air washing step and the discharging step are performed three times, and then the backwashing step is performed with 180 L of backwashing water corresponding to three times the volume of the long fiber bundle. Carried out. The flow rate (LV) of backwash water was 45 m / h, the flow rate (LV) of backwash air was 150 m / h, and the amount of wash water (total) was 510 L.

実施例2では、下部排出口をろ過槽の側面(支持体から約10cm上方)に設けたこと以外は実施例1と同様の条件で試験を行った。   In Example 2, the test was performed under the same conditions as in Example 1 except that the lower discharge port was provided on the side surface of the filter tank (about 10 cm above the support).

実施例3では、空気洗浄工程と排出工程とをそれぞれ1回行ったこと以外は、実施例1と同様の条件で試験を行った。   In Example 3, the test was performed under the same conditions as in Example 1 except that the air washing step and the discharge step were each performed once.

実施例4では、長繊維束の容積の1倍量の水量に相当する60Lの逆洗水で逆洗工程を実施し、洗浄水量(合計)390Lとしたこと以外は、実施例1と同様の条件で試験を行った。   In Example 4, the backwashing process was performed with 60 L of backwashing water corresponding to the amount of water that was one time the volume of the long fiber bundle, and the amount of washing water (total) was 390 L. The test was conducted under conditions.

比較例では、ろ過槽の下部から逆洗水及び空気を流入させ、ろ過槽の上部から排出する方法で逆洗を行った(排出工程を実施していない)。洗浄水量の合計は、実施例1と同様に510Lとした。   In the comparative example, backwashing water and air were introduced from the lower part of the filtration tank, and backwashing was performed by a method of discharging from the upper part of the filtration tank (the discharge process was not performed). The total amount of washing water was 510 L as in Example 1.

表1に、実施例1〜4及び比較例のろ過処理によるSS捕捉量、逆洗によるSS排出量、逆洗後のろ過槽内のSS蓄積量、ろ過継続時間の結果をまとめた。表1の各データは3回試験を行ったものの平均値である。ここで、SS捕捉量は、ろ過継続時間×原水流入速度×原水SS濃度×SS除去率によって求めた。また、SS排出量は、逆洗水量×逆洗排水中のSS濃度によって求めた。SS蓄積量は、SS捕捉量とSS排出量との差とした。   Table 1 summarizes the results of the SS trapping amount by filtration treatment of Examples 1 to 4 and the comparative example, the SS discharge amount by backwashing, the SS accumulation amount in the filtration tank after backwashing, and the filtration duration time. Each data in Table 1 is an average value of three tests. Here, the amount of SS captured was determined by filtration duration x raw water inflow rate x raw water SS concentration x SS removal rate. Moreover, SS discharge | emission amount was calculated | required by the SS density | concentration in backwashing water amount x backwashing drainage. The SS accumulation amount was the difference between the SS trapping amount and the SS discharge amount.

Figure 2011115702
Figure 2011115702

図3は、3サイクル目(ろ過−逆洗を3回)のろ過継続時間と損失水頭との関係を示す図である。   FIG. 3 is a diagram showing the relationship between the filtration continuation time and the loss head in the third cycle (filtration-backwashing three times).

表1及び図3から判るように、実施例1〜4の方が比較例よりSS排出量が高く、またSS蓄積量も低く、さらにろ過継続時間も長くなることが確認された。実施例1と実施例2との比較から判るように、下部排出口を支持体に設ける方が、SS排出量が高く、またSS蓄積量も低く、さらにろ過継続時間も長くなった。また、実施例1と実施例3との比較から判るように、空気洗浄工程及び排出工程を3回行った方が、下部排出口を支持体に設ける方が、SS排出量が高く、またSS蓄積量も低く、さらにろ過継続時間も長くなった。さらに、実施例1と実施例4との比較から判るように、長繊維束の容積の3倍量の水量で逆洗工程を実施した方が、下部排出口を支持体に設ける方が、SS排出量が高く、またSS蓄積量も低く、さらにろ過継続時間も長くなった。   As can be seen from Table 1 and FIG. 3, it was confirmed that Examples 1 to 4 had higher SS discharge amount, lower SS accumulation amount, and longer filtration duration than Comparative Example. As can be seen from the comparison between Example 1 and Example 2, when the lower discharge port was provided on the support, the SS discharge amount was higher, the SS accumulation amount was lower, and the filtration duration time was longer. In addition, as can be seen from the comparison between Example 1 and Example 3, the amount of SS discharged is higher when the air cleaning step and the discharging step are performed three times, and when the lower discharge port is provided on the support, the SS discharge amount is higher. The accumulated amount was low, and the filtration duration was longer. Furthermore, as can be seen from the comparison between Example 1 and Example 4, the case where the backwashing process was performed with the amount of water three times the volume of the long fiber bundle was the case where the lower outlet was provided on the support. The discharge amount was high, the SS accumulation amount was low, and the filtration duration was longer.

1 長繊維ろ過装置、10 ろ過槽、12 原水流入管、14 処理水流出管、16 逆洗水流入管、18 逆洗排水流出管、20 集水管、22 空気流入管、24 原水貯留槽、26 処理水槽、28 原水ポンプ、30 逆洗ポンプ、32 逆洗ブロワ、34支持体、36 支持板、38 支持ノズル、40 長繊維束、42 下部排出口、44,46,48,50,54,56 バルブ。   DESCRIPTION OF SYMBOLS 1 Long fiber filtration apparatus, 10 Filtration tank, 12 Raw water inflow pipe, 14 Treated water outflow pipe, 16 Backwash water inflow pipe, 18 Backwash drainage outflow pipe, 20 Water collection pipe, 22 Air inflow pipe, 24 Raw water storage tank, 26 Treatment Water tank, 28 Raw water pump, 30 Backwash pump, 32 Backwash blower, 34 Support body, 36 Support plate, 38 Support nozzle, 40 Long fiber bundle, 42 Lower discharge port, 44, 46, 48, 50, 54, 56 Valve .

Claims (8)

上端を自由端とし、下端をろ過槽内に設置した支持体に固定した長繊維束を立設したろ過槽内に原水を下降流で通水してろ過処理を行う長繊維ろ過装置の逆洗方法であって、
前記ろ過槽内に水を溜めた状態で、前記ろ過槽の下部より空気を導入して、前記長繊維束を洗浄する空気洗浄工程と、
前記空気洗浄工程後、前記ろ過槽内の水を前記ろ過槽の下部から排出する排出工程と、前記ろ過槽の下部より逆洗水を上向流で通水し、前記ろ過槽の上部から排出して、前記長繊維束を洗浄する逆洗工程と、を備えることを特徴とする長繊維ろ過装置の逆洗方法。
Backwashing of a long fiber filtration device in which raw water is passed in a downward flow through a filtration tank in which a long fiber bundle fixed to a support body with the upper end being a free end and fixed at a lower end is mounted on a support body. A method,
In a state where water is stored in the filtration tank, air is introduced from the lower part of the filtration tank, and the long fiber bundle is washed, and
After the air washing step, the draining process of draining the water in the filtration tank from the lower part of the filtration tank, and passing backwash water upward from the lower part of the filtration tank and discharging from the upper part of the filtration tank And the backwashing process which wash | cleans the said long fiber bundle, The backwashing method of the long fiber filtration apparatus characterized by the above-mentioned.
請求項1記載の長繊維ろ過装置の逆洗方法であって、前記空気洗浄工程、前記排出工程、前記逆洗工程の順に実施することを特徴とする長繊維ろ過装置の逆洗方法。   It is a backwashing method of the long fiber filtration apparatus of Claim 1, Comprising: It implements in order of the said air washing process, the said discharge process, and the said backwashing process, The backwashing method of the long fiber filtration apparatus characterized by the above-mentioned. 請求項1記載の長繊維ろ過装置の逆洗方法であって、前記空気洗浄工程及び前記排出工程を複数繰り返した後、前記逆洗工程を実施することを特徴とする長繊維ろ過装置の逆洗方法。   The backwashing method for a long fiber filtration device according to claim 1, wherein the backwashing step is carried out after repeating the air washing step and the discharge step a plurality of times. Method. 請求項1〜3のいずれか1項に記載の長繊維ろ過装置の逆洗方法であって、前記逆洗工程の逆洗水の水量を前記長繊維束の容積の3倍量以上にすることを特徴とする長繊維ろ過装置の逆洗方法。   It is a backwashing method of the long fiber filtration apparatus of any one of Claims 1-3, Comprising: The amount of backwashing water of the said backwashing process shall be 3 times or more of the volume of the said long fiber bundle. A method for backwashing a long fiber filtration device. 請求項1〜4のいずれか1項に記載の長繊維ろ過装置の逆洗方法であって、前記排出工程における前記ろ過槽内の水と前記ろ過処理における処理水とは、それぞれ別々の排出口から排出されることを特徴とする長繊維ろ過装置の逆洗方法。   It is the backwashing method of the long fiber filtration apparatus of any one of Claims 1-4, Comprising: The water in the said filtration tank in the said discharge process and the treated water in the said filtration process are respectively separate discharge ports A method for backwashing a long fiber filtration device, characterized by being discharged from ろ過槽内に設置される支持体と、上端を自由端とし、下端を前記支持体に固定される長繊維束と、を備えるろ過槽内に原水を下降流で通水してろ過処理を行う長繊維ろ過装置であって、
前記ろ過槽の下部より空気を導入して、前記長繊維束を洗浄した後の前記ろ過槽内の水を排出する下部排出口が前記ろ過槽の下部に設置され、
前記長繊維束を逆洗浄するために、前記ろ過槽の下部より上向流で通水した逆洗水を排出する上部排出口が前記ろ過槽の上部に設置されていることを特徴とする長繊維ろ過装置。
Filtration treatment is performed by passing raw water in a downward flow into a filtration tank provided with a support body installed in the filtration tank, and a long fiber bundle whose upper end is a free end and whose lower end is fixed to the support body. A long fiber filtration device,
Air is introduced from the lower part of the filtration tank, and a lower outlet for discharging the water in the filtration tank after washing the long fiber bundle is installed at the lower part of the filtration tank,
In order to backwash the long fiber bundle, an upper discharge port for discharging backwash water that has flowed in an upward flow from the lower part of the filtration tank is installed at the upper part of the filtration tank. Fiber filtration device.
請求項6記載の長繊維ろ過装置であって、前記下部排出口は、前記支持体に設置されていることを特徴とする長繊維ろ過装置。   It is a long fiber filtration apparatus of Claim 6, Comprising: The said lower discharge port is installed in the said support body, The long fiber filtration apparatus characterized by the above-mentioned. 請求項6記載の長繊維ろ過装置であって、前記下部排出口は、前記ろ過処理における処理水の排出口とは別の排出口であることを特徴とする長繊維ろ過装置。   It is a long fiber filtration apparatus of Claim 6, Comprising: The said lower discharge port is a discharge port different from the discharge port of the treated water in the said filtration process, The long fiber filtration device characterized by the above-mentioned.
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JP2014144411A (en) * 2013-01-29 2014-08-14 Nippon Genryo Kk Non-power supply water purifying system

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