JP2005095812A - Water purifying device and water purifying method - Google Patents

Water purifying device and water purifying method Download PDF

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JP2005095812A
JP2005095812A JP2003334776A JP2003334776A JP2005095812A JP 2005095812 A JP2005095812 A JP 2005095812A JP 2003334776 A JP2003334776 A JP 2003334776A JP 2003334776 A JP2003334776 A JP 2003334776A JP 2005095812 A JP2005095812 A JP 2005095812A
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groundwater
water
separation membrane
removal
membrane module
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Misao Yasui
操 安井
Tomonobu Ase
智暢 阿瀬
Toshitaka Harada
俊隆 原田
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Daicen Membrane Systems Ltd
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Daicen Membrane Systems Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an underground water purifying device with the installation space miniaturized. <P>SOLUTION: In the underground water purifying device composed of: a submerged pump for well water; an iron removing-manganese removing apparatus; an active carbon filtering apparatus; and a separation membrane module, a means of storing underground water subjected to iron removing-manganese removing treatment and underground water subjected to active carbon filtering treatment is not included. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、水処理装置、特に地下水を浄水として処理する装置および浄化方法に関するものである。  The present invention relates to a water treatment apparatus, and more particularly to an apparatus and a purification method for treating groundwater as purified water.

従来、地下水等を浄水として処理する場合、井戸に取り付けられた水中ポンプで一度くみ上げて水槽に貯留し、再度ポンプにて除鉄、除マンガン装置、活性炭ろ過装置を通し、再び、逆洗水の確保のための受水槽に貯留する方法が一般的であった。  Conventionally, when groundwater is treated as purified water, it is pumped up once by a submersible pump attached to a well and stored in a water tank, and again through the iron removal, manganese removal device, activated carbon filtration device, and backwash water again. The method of storing in the receiving tank for securing was common.

また、特許文献1、2には、微生物処理部で処理された原水がそのまま膜ろ過部に送液される構成の浄水処理装置や、微生物処理部内にろ過膜ユニットを設置した構成の浄水処理装置が開示されている。   In Patent Documents 1 and 2, a water purification apparatus having a configuration in which raw water treated in the microorganism treatment section is directly fed to the membrane filtration section, or a water purification apparatus having a configuration in which a filtration membrane unit is installed in the microorganism treatment section. Is disclosed.

特許文献3には、同一のポンプを用いて、ろ過膜モジュールでのろ過運転と、ろ過膜モジュールの逆洗の両方を行なうことが開示されている。
特開平10−290993号公報 特開平10−323683号公報 特開2001−347268号公報
Patent Document 3 discloses that both the filtration operation in the filtration membrane module and the back washing of the filtration membrane module are performed using the same pump.
JP-A-10-290993 Japanese Patent Laid-Open No. 10-323683 JP 2001-347268 A

しかし、従来の方法では、受水槽が多くなることで大きな設備設置スペースが必要であったことと、加圧送水ポンプが多くなり、ユーザーサイドでの設備用電源等の準備が大型化していたため、設備の小型化と同時にコストの低減化が望まれていた。特許文献1、2、3の構成においても、小型化は充分ではない。  However, in the conventional method, a large facility installation space was required due to an increase in the number of water receiving tanks, and the number of pressurized water supply pumps increased, and preparations such as power supplies for facilities on the user side were increasing in size. There has been a demand for cost reduction as well as facility size reduction. Even in the configurations of Patent Documents 1, 2, and 3, miniaturization is not sufficient.

地下水を水道水レベルの浄水に処理するためには、最低限の除鉄・除マンガン装置、活性炭ろ過装置、膜ろ過装置、および必要により塩素滅菌装置が必要であるが、従来の方法は設置スペースが多く必要となり設置場所の確保が困難な客先では導入したくても物理的に不可能であった。  In order to treat groundwater to tap water level purified water, a minimum of iron and manganese removal equipment, activated carbon filtration equipment, membrane filtration equipment, and, if necessary, chlorine sterilization equipment are required. However, it was physically impossible to install it at a customer who needed a lot and was difficult to secure the installation location.

そこで、設置スペースの小さなシステムの開発が要望されていた。  Therefore, development of a system with a small installation space has been demanded.

このような状況に鑑み、本発明者は前記の問題点を解決するために鋭意検討した結果、水処理装置、特に地下水浄水化装置の設計において、処理水水質のレベルを低下することなく、大幅に設置スペースを小型化し、同時に電気設備の準備も従来よりはるかに小容量で可能な地下水浄水化装置を開発した。   In view of such a situation, the present inventor has intensively studied to solve the above-mentioned problems. As a result, in the design of a water treatment device, in particular, a groundwater purification device, without significantly reducing the level of treated water quality. The groundwater purification system has been developed with a much smaller capacity than ever before, and the installation space has been reduced in size.

すなわち、井戸の水中ポンプと除鉄・除マンガン装置、および活性炭ろ過装置、分離膜ろ過ユニットを直結したコンパクトな装置を開発した。  In other words, we have developed a compact device that directly connects the submersible pump of the well, the iron removal / manganese removal device, the activated carbon filtration device, and the separation membrane filtration unit.

請求項1の発明は、井水用の水中ポンプ、除鉄、除マンガン装置、活性炭ろ過装置、分離膜モジュールからなる地下水浄水化装置において、除鉄、除マンガン処理された地下水および、活性炭ろ過処理された地下水を貯留する手段を含まないことを特徴とする地下水浄水化装置である。   The invention of claim 1 is a groundwater purification apparatus comprising a submersible pump for well water, iron removal, manganese removal apparatus, activated carbon filtration apparatus, and separation membrane module, groundwater subjected to iron removal and manganese removal, and activated carbon filtration treatment. It is a groundwater water purifier characterized by not including a means for storing the groundwater.

また、請求項5の発明は、地下水を井水用の水中ポンプで汲み上げ、除鉄、除マンガン装置、活性炭ろ過装置、分離膜モジュールを用いて浄化する地下水の浄化方法において、除鉄、除マンガン装置および、活性炭ろ過装置で処理された地下水をタンクに貯留せず、そのまま分離膜モジュールで処理することを特徴とする、地下水の浄化方法である。   Further, the invention of claim 5 relates to a groundwater purification method in which groundwater is pumped up by a submersible pump for well water and purified using an iron removal, manganese removal device, activated carbon filtration device, or separation membrane module. A groundwater purification method characterized in that groundwater treated with an apparatus and an activated carbon filtration device is treated as it is with a separation membrane module without being stored in a tank.

本発明の対象となる地下水浄水化装置は、井戸の水中ポンプ、除鉄、除マンガン装置、活性炭ろ過装置、分離膜モジュールからなるものであり、水中ポンプにより汲み上げられた井水が、除鉄、除マンガン装置、および、活性炭ろ過装置の、いずれか、または、両方を用いて処理される。一方のみ、あるいは、両方のいずれで処理するかは、井水の水質に応じて決定する。処理水は、その後、分離膜モジュールにて浄水化され、透過水となる。   The groundwater water purification apparatus that is the subject of the present invention comprises a well submersible pump, iron removal, manganese removal apparatus, activated carbon filtration apparatus, separation membrane module, and the well water pumped up by the submersible pump removes iron, It processes using either a manganese removal apparatus and an activated carbon filtration apparatus, or both. Whether to treat only one or both depends on the quality of the well water. The treated water is then purified by the separation membrane module to become permeated water.

本発明は、上記の除鉄、除マンガン装置および、活性炭ろ過装置の前処理装置で、前処理された地下水をタンクに貯留せず、そのまま分離膜モジュールに送液してろ過水を得るものである。従来は前処理された地下水を一旦タンクに貯留していた為に、装置が大型化していたが、そのタンクを省略することができる。   The present invention is a pretreatment device for the iron removal, manganese removal device, and activated carbon filtration device described above, in which pretreated groundwater is not stored in a tank, but directly sent to a separation membrane module to obtain filtered water. is there. Conventionally, since the pretreated groundwater was once stored in the tank, the apparatus was enlarged, but the tank can be omitted.

請求項2の発明は、請求項1の発明において、除鉄、除マンガン装置へ供給される地下水の流量および圧力を最適化するインバーターを有する地下水浄水化装置である。また、請求項6の発明は、請求項5の発明において、除鉄、除マンガン装置へ供給される地下水の流量および圧力は、インバーターにより最適化されることを特徴とする浄化方法である。   A second aspect of the present invention is the groundwater purification apparatus according to the first aspect of the present invention, which has an inverter for optimizing the flow rate and pressure of groundwater supplied to the iron removal and manganese removal apparatus. The invention of claim 6 is the purification method according to claim 5, wherein the flow rate and pressure of groundwater supplied to the iron removal and manganese removal apparatus are optimized by an inverter.

地下水を汲み上げる水中ポンプの運転を、インバーターで制御することにより、より好ましい流量、および圧力での運転が可能となる。   By controlling the operation of the submersible pump that pumps up the groundwater with an inverter, it is possible to operate at a more preferable flow rate and pressure.

また、請求項3の発明は、除鉄、除マンガン装置、活性炭ろ過装置、分離膜モジュール、および分離膜モジュールでろ過された透過水を貯留するタンクからなる水の浄水化装置において、分離膜モジュールおよび、除鉄・除マンガン装置、活性炭ろ過装置の両方の逆洗を行なう1つの逆洗手段を有することを特徴とする水浄水化装置である。   Further, the invention of claim 3 is directed to a water purification apparatus comprising a tank for storing permeated water filtered by the iron removal, manganese removal apparatus, activated carbon filtration apparatus, separation membrane module, and separation membrane module. And it is a water purification apparatus characterized by having one backwashing means for backwashing both the iron removal / manganese removal apparatus and the activated carbon filtration apparatus.

請求項7の発明は、分離膜モジュールでろ過された透過水を逆洗水用タンクに一旦貯蔵し、その透過水を用いて逆洗ポンプで定期的に分離膜モジュールを逆洗し、更に除鉄・除マンガン装置、活性炭ろ過装置の逆洗も同一ポンプを用いて同一タンクの透過水で実施することを特徴とする水の浄化方法である。   According to the seventh aspect of the present invention, the permeated water filtered by the separation membrane module is temporarily stored in a tank for backwash water, and the permeated water is periodically backwashed by a backwash pump using the permeated water. The back cleaning of the iron / manganese removal device and the activated carbon filtration device is also carried out with the permeated water in the same tank using the same pump.

同一のポンプで、前処理装置である、除鉄、除マンガン装置、活性炭ろ過装置の逆洗と、分離膜モジュールの逆洗を、両方行なうようにしたものである。そのことにより、ポンプの数、ひいては、配線、電源や、それらの設置場所を少なくすることができるので、その結果、装置の設置スペースを小さくできる。   The same pump is used to perform both backwashing of pretreatment devices such as iron removal, manganese removal device, and activated carbon filtration device, and backwashing of the separation membrane module. As a result, the number of pumps, by extension, the wiring, the power supply, and their installation locations can be reduced, and as a result, the installation space for the apparatus can be reduced.

分離膜モジュールの種類は特に限定されるものではなく、例えば、MF膜、限外ろ過膜、NF膜、RO膜などが使用できる。   The type of the separation membrane module is not particularly limited, and for example, an MF membrane, an ultrafiltration membrane, an NF membrane, an RO membrane, or the like can be used.

本発明による地下水浄水化装置は、非常にコンパクトに構成され、設置時においても短時間で施工が可能で、しかも設置スペースも小さいため設置場所の確保も容易である。更に、構造がシンプルで、信頼性に優れ、保守管理を低コストで簡単に実施できる。  The groundwater purification apparatus according to the present invention is configured in a very compact manner, can be constructed in a short time even at the time of installation, and secures the installation location because the installation space is small. Furthermore, the structure is simple, excellent in reliability, and maintenance management can be easily performed at low cost.

以下に、本発明を図を参考にしながら具体的に説明する、本発明は本実施例に限定されるものではない。。図1は本発明の地下水浄水化装置の一例を示すフローシートである。  Hereinafter, the present invention will be specifically described with reference to the drawings. The present invention is not limited to the examples. . FIG. 1 is a flow sheet showing an example of the groundwater purification apparatus of the present invention.

地下水浄水化装置は、必要により用いられる除鉄、除マンガン装置、活性炭ろ過装置、分離膜モジュールを少なくとも備えており、これらが配管等で連結されているものであるが、図1に示すような又は図1に示されていない、水処理に必要な他の構成を含んでいてもよい。なお図1は、各構成部、各構成部の連結状態、水処理フローを示すものであり、各構成部の配置状態や装置全体の大きさを示すものではない。   The groundwater water purification apparatus includes at least iron removal, manganese removal apparatus, activated carbon filtration apparatus, and separation membrane module that are used as necessary, and these are connected by piping or the like, as shown in FIG. Alternatively, other configurations necessary for water treatment not shown in FIG. 1 may be included. In addition, FIG. 1 shows each component, the connection state of each component, and a water treatment flow, and does not show the arrangement state of each component or the size of the entire apparatus.

井戸から水中ポンプ1でくみ上げられた地下水は、配管14を通って、液出入口15からそのまま除鉄、除マンガン装置2に供給され鉄、マンガンが除去され、液出入口16より排出される。次に、配管17を通って送液され、活性炭ろ過装置3の液出入口18より供給されて、活性炭処理される。活性炭処理された液は、液出入口19より排出される。   The groundwater pumped up from the well by the submersible pump 1 passes through the pipe 14 and is supplied as it is from the liquid inlet / outlet 15 to the iron removal / manganese removal device 2, where iron and manganese are removed and discharged from the liquid inlet / outlet 16. Next, the solution is fed through the pipe 17 and supplied from the liquid inlet / outlet 18 of the activated carbon filtration device 3 to be treated with activated carbon. The activated carbon-treated liquid is discharged from the liquid inlet / outlet 19.

そのように前処理された水は、次に、配管20を通って、分離膜ろ過用循環加圧ポンプ4で加圧され、液出入口31から、分離膜モジュール5に供給される。この時、除鉄、除マンガン装置、および活性炭ろ過装置と、分離膜モジュールの間には、処理水を貯留するタンクは設置されておらず、前処理された水は、直接分離膜モジュール5に送液されるようになっている。   The pretreated water is then pressurized by the separation membrane filtration circulation pressurization pump 4 through the pipe 20 and supplied from the liquid inlet / outlet 31 to the separation membrane module 5. At this time, a tank for storing treated water is not installed between the iron removal, manganese removal apparatus, activated carbon filtration apparatus, and separation membrane module, and the pretreated water is directly supplied to the separation membrane module 5. The liquid is to be sent.

この時、分離膜ろ過用循環加圧ポンプ4の入り口圧力が0〜0.05MPa程度となるように、井戸用水中ポンプ1の運転を、制御盤10に内蔵したインバーター11により最適運転状態になるように制御する。   At this time, the operation of the well submersible pump 1 is brought into an optimum operation state by the inverter 11 built in the control panel 10 so that the inlet pressure of the circulation pressure pump 4 for separation membrane filtration is about 0 to 0.05 MPa. To control.

分離膜モジュール5によって濃縮された濃縮水は、配管を通って、循環加圧ポンプ4の入り口にリサイクルされる。   The concentrated water concentrated by the separation membrane module 5 is recycled to the inlet of the circulation pressurization pump 4 through the pipe.

一方透過水は、透過水タンク8に送液されて、貯留される。また、タンク8は、分離膜用逆洗タンク8としても使用される。タンク8に供給された透過水は、次に供給タンクに貯蔵されユースポイントに供給される。   On the other hand, the permeate is sent to the permeate tank 8 and stored. The tank 8 is also used as a separation membrane backwash tank 8. The permeated water supplied to the tank 8 is then stored in the supply tank and supplied to the use point.

浄水として使用するために、処理水に対して、分離膜モジュール5の入り口側で次亜塩素酸ナトリウムを、次亜塩素酸ナトリウム貯蔵タンク9より注入ポンプ12で添加する。その時、透過水中の次亜塩素酸ナトリウム濃度が、規定濃度になる必要があるので、次亜塩素酸濃度モニター6で、モニタリングし、次亜塩素酸ナトリウムの仕込み量を調整する。   In order to use as purified water, sodium hypochlorite is added to the treated water at the inlet side of the separation membrane module 5 from the sodium hypochlorite storage tank 9 with an injection pump 12. At that time, since the sodium hypochlorite concentration in the permeated water needs to be a specified concentration, monitoring is performed with the hypochlorous acid concentration monitor 6 to adjust the amount of sodium hypochlorite charged.

また、地下水中の鉄イオン、マンガンイオンの除去のために除鉄、除マンガン装置2の入口側で配管14に、次亜塩素酸ナトリウム注入ポンプ13により、次亜塩素酸ナトリウムを添加する。   Further, sodium hypochlorite is added to the pipe 14 on the inlet side of the iron removal / manganese removal apparatus 2 for removing iron ions and manganese ions in the groundwater by the sodium hypochlorite injection pump 13.

分離膜モジュールを定期的に逆洗する際には、逆洗水タンク8に貯蔵された逆洗水を用いて、逆洗ポンプ7で逆ろ過洗浄を実施する。ポンプ7によって、逆洗水が配管27を通って、液出入口28、および29から導入され、膜の洗浄が行なわれる。逆洗水は、液出入口30、および31から排出されて、配管32、33を通って、25から排水として流出する。   When the separation membrane module is regularly backwashed, the backwash water stored in the backwash water tank 8 is used to perform back filtration washing with the backwash pump 7. The pump 7 introduces backwash water through the pipe 27 through the liquid inlets 28 and 29, and the membrane is washed. The backwash water is discharged from the liquid outlets 30 and 31, passes through the pipes 32 and 33, and flows out as drainage from 25.

一方、前処理装置である除鉄、除マンガン装置2および活性炭ろ過装置3の定期逆洗は、配管のバルブを切り替えて、分離膜モジュールの逆洗に用いたのと同じ逆洗ポンプ7により、逆洗水タンク8に貯留された逆洗水を用いて実施する。   On the other hand, the periodic backwashing of the iron removal, manganese removal device 2 and activated carbon filtration device 3 which are pretreatment devices is performed by the same backwash pump 7 used for backwashing the separation membrane module by switching the valve of the pipe. It implements using the backwash water stored in the backwash water tank 8.

除鉄、除マンガン装置の逆洗の際には、逆洗ポンプ7により、逆洗水タンク8に貯留された透過水が、逆洗水として配管26、および21を通って、液出入口16から除鉄、除マンガン装置内に送られる。逆洗水は装置内を通り、液出入口15より排出される。排出された逆洗水は、その後、配管23および24を経て、25から流出する。   At the time of backwashing of the iron removal and manganese removal equipment, the permeated water stored in the backwash water tank 8 by the backwash pump 7 passes through the pipes 26 and 21 as backwash water and passes through the liquid inlet / outlet 16. It is sent to the iron removal and manganese removal equipment. The backwash water passes through the apparatus and is discharged from the liquid inlet / outlet 15. The discharged backwash water then flows out from 25 via the pipes 23 and 24.

一方、活性炭ろ過装置の逆洗の際には、逆洗ポンプ7により、逆洗水タンク8に貯留された透過水が、逆洗水として、配管26、および22を通って、液出入口19から活性炭ろ過装置内に送られる。逆洗水は装置内を通り、液出入口18より排出される。排出された逆洗水は、その後、配管24を経て、25から流出する。   On the other hand, when the activated carbon filter is backwashed, the permeated water stored in the backwash water tank 8 by the backwash pump 7 passes through the pipes 26 and 22 from the liquid inlet / outlet 19 as backwash water. Sent into activated carbon filter. The backwash water passes through the apparatus and is discharged from the liquid inlet / outlet 18. The discharged backwash water then flows out from 25 via the pipe 24.

本発明の地下水浄水化装置のフローシート。The flow sheet of the underground water purification apparatus of this invention.

符号の説明Explanation of symbols

1 井戸用水中ポンプ
2 除鉄・除マンガン装置
3 活性炭ろ過装置
4 分離膜循環加圧ポンプ
5 分離膜モジュール
6 次亜塩素酸ナトリウム濃度モニター
7 逆洗ポンプ
8 逆洗タンク
9 次亜塩素酸ナトリウム貯蔵タンク
10 制御盤
11 インバーター
12 次亜塩素酸ナトリウム注入ポンプ
13 次亜塩素酸ナトリウム注入ポンプ


1 Submersible pump for well 2 Iron removal / manganese removal device 3 Activated carbon filtration device 4 Separation membrane circulation pressurization pump 5 Separation membrane module 6 Sodium hypochlorite concentration monitor 7 Backwash pump 8 Backwash tank 9 Sodium hypochlorite storage Tank 10 Control panel 11 Inverter 12 Sodium hypochlorite injection pump 13 Sodium hypochlorite injection pump


Claims (7)

井水用の水中ポンプ、除鉄、除マンガン装置、活性炭ろ過装置、分離膜モジュールからなる地下水浄水化装置において、除鉄、除マンガン処理された地下水および、活性炭ろ過処理された地下水を貯留する手段を含まないことを特徴とする地下水浄水化装置。 Means for storing iron removal, manganese-removed groundwater, and activated carbon filtration-treated groundwater in a groundwater water purification device comprising a submersible pump for well water, iron removal, manganese removal equipment, activated carbon filtration equipment, and separation membrane module A groundwater water purification apparatus characterized by not containing. 除鉄、除マンガン装置へ供給される地下水の流量および圧力を最適化するインバーターを有する、請求項1記載の地下水浄水化装置。 The groundwater water purification apparatus of Claim 1 which has an inverter which optimizes the flow volume and pressure of groundwater supplied to an iron removal and manganese removal apparatus. 除鉄、除マンガン装置、活性炭ろ過装置、分離膜モジュール、および分離膜モジュールでろ過された透過水を貯留するタンクからなる水の浄水化装置において、分離膜モジュールおよび、除鉄・除マンガン装置、活性炭ろ過装置の両方の逆洗を行なう1つの逆洗手段を有することを特徴とする水浄水化装置。 In a water purification apparatus comprising a tank for storing permeated water filtered by an iron removal, manganese removal apparatus, activated carbon filtration apparatus, separation membrane module, and separation membrane module, a separation membrane module and an iron removal / manganese removal apparatus, A water purifier having one backwashing means for backwashing both activated carbon filtration devices. 分離膜モジュールが、MF膜、限外ろ過膜、NF膜、RO膜のいずれかで構成されることを特徴とする請求項1〜3いずれかに記載の装置。 The apparatus according to any one of claims 1 to 3, wherein the separation membrane module is composed of any one of an MF membrane, an ultrafiltration membrane, an NF membrane, and an RO membrane. 地下水を井水用の水中ポンプで汲み上げ、除鉄、除マンガン装置、活性炭ろ過装置、分離膜モジュールを用いて浄化する地下水の浄化方法において、除鉄、除マンガン装置および、活性炭ろ過装置で処理された地下水をタンクに貯留せず、そのまま分離膜モジュールで処理することを特徴とする、地下水の浄化方法。 In groundwater purification methods that pump groundwater with a submersible pump for well water and purify it using iron removal, manganese removal equipment, activated carbon filtration equipment, and separation membrane modules, it is treated with iron removal, manganese removal equipment, and activated carbon filtration equipment. The groundwater purification method is characterized in that the groundwater is not stored in the tank but is directly processed by the separation membrane module. 除鉄、除マンガン装置へ供給される地下水の流量および圧力は、インバーターにより最適化されることを特徴とする請求項5の浄化方法。 6. The purification method according to claim 5, wherein the flow rate and pressure of groundwater supplied to the iron removal and manganese removal apparatus are optimized by an inverter. 分離膜モジュールでろ過された透過水を逆洗水用タンクに一旦貯蔵し、その透過水を用いて逆洗ポンプで定期的に分離膜モジュールを逆洗し、更に除鉄・除マンガン装置、活性炭ろ過装置の逆洗も同一ポンプを用いて同一タンクの透過水で実施することを特徴とする水の浄化方法。

The permeate filtered by the separation membrane module is temporarily stored in a tank for backwash water, and the permeate is used to backwash the separation membrane module regularly with a backwash pump. A method for purifying water, wherein the backwashing of the filtration device is also carried out with the permeated water in the same tank using the same pump.

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