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JP7656512B2 - Membrane filtration system, membrane filtration method, flocculant addition device, and control device for flocculant addition device - Google Patents
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JP7656512B2 - Membrane filtration system, membrane filtration method, flocculant addition device, and control device for flocculant addition device - Google Patents

Membrane filtration system, membrane filtration method, flocculant addition device, and control device for flocculant addition device Download PDF

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JP7656512B2
JP7656512B2 JP2021123860A JP2021123860A JP7656512B2 JP 7656512 B2 JP7656512 B2 JP 7656512B2 JP 2021123860 A JP2021123860 A JP 2021123860A JP 2021123860 A JP2021123860 A JP 2021123860A JP 7656512 B2 JP7656512 B2 JP 7656512B2
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佳介 瀧口
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    • 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
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Description

本発明は、除濁膜等のろ過膜を用いて被処理水の膜ろ過処理を行う膜ろ過システム、膜ろ過方法、その膜ろ過システムに用いられる凝集剤添加装置、および凝集剤添加装置の制御装置に関する。 The present invention relates to a membrane filtration system that performs membrane filtration of water to be treated using a filtration membrane such as a turbidity removing membrane, a membrane filtration method, a flocculant addition device used in the membrane filtration system, and a control device for the flocculant addition device.

近年の水需要の高まりから排水を回収再利用する要求が増えている。排水を回収再利用する排水回収において、生物処理や凝集および固液分離処理の後に、除濁膜等のろ過膜を用いて懸濁物質等を含む生物処理水や固液分離水の膜ろ過処理を行う方法がある。この方法では、被処理水の性状が変動すること等によって、生物処理や凝集および固液分離処理が不安定となり、膜ろ過処理において膜のファウリング(閉塞)が発生することがある。 In recent years, the demand for water has increased, leading to an increased demand for the recovery and reuse of wastewater. In wastewater recovery, which involves the recovery and reuse of wastewater, one method is to carry out membrane filtration of the biologically treated water or solid-liquid separated water containing suspended matter using a filtration membrane such as a turbidity removal membrane after biological treatment, coagulation, and solid-liquid separation. In this method, the biological treatment, coagulation, and solid-liquid separation processes can become unstable due to changes in the properties of the water to be treated, which can lead to membrane fouling (blockage) during the membrane filtration process.

被処理水の性状の変動に連動した制御を行うため、被処理水の濁度、色度、紫外線吸光度等に応じて凝集条件を変化させる方法が知られている(例えば、特許文献1参照)。 In order to perform control linked to fluctuations in the properties of the water being treated, a method is known in which the coagulation conditions are changed according to the turbidity, color, ultraviolet absorbance, etc., of the water being treated (see, for example, Patent Document 1).

被処理水の性状の変動に連動した制御を、濁度、色度、紫外線吸光度等で行う場合、その手法で検知できないそれ以外の水質が原因(例えば、アルカリ度)で膜のファウリングが引き起こされると、被処理水の性状の変動に連動した制御を行っても膜ファウリングが発生してしまうことがある。また、様々な水質変動に対応するために水質測定機器を増やすことは経済性を損ねる。 When control linked to fluctuations in the properties of the treated water is performed using turbidity, color, ultraviolet absorbance, etc., if membrane fouling is caused by other water qualities that cannot be detected by these methods (for example, alkalinity), membrane fouling may occur even if control linked to fluctuations in the properties of the treated water is performed. Also, increasing the number of water quality measurement devices to respond to various water quality fluctuations is less economical.

特開2013-223846号公報JP 2013-223846 A

本発明の目的は、ろ過膜を用いる膜ろ過処理において、被処理水の性状が変動しても、膜ファウリングを抑制することができ、安定運転が可能な膜ろ過システム、膜ろ過方法、その膜ろ過システムに用いられる凝集剤添加装置、および凝集剤添加装置の制御装置を提供することにある。 The object of the present invention is to provide a membrane filtration system, a membrane filtration method, a flocculant addition device used in the membrane filtration system, and a control device for the flocculant addition device that can suppress membrane fouling and operate stably even if the properties of the water to be treated fluctuate in a membrane filtration process using a filtration membrane.

本発明は、メインろ過膜を用いて被処理水をろ過するメイン膜ろ過装置と、サブろ過膜を用いて前記メイン膜ろ過装置の被処理水から分岐された分岐被処理水をろ過するサブ膜ろ過装置と、前記メイン膜ろ過装置の被処理水にメイン凝集剤を添加するメイン凝集剤添加手段と、前記サブろ過膜のろ過抵抗値を検知するためのサブろ過抵抗検知手段と、前記サブろ過抵抗検知手段により検知されたろ過抵抗値に基づいて所定の出力を行う出力手段と、前記サブろ過抵抗検知手段により検知されたろ過抵抗値に基づいて、前記メイン凝集剤添加手段の条件を制御する制御手段と、前記サブろ過抵抗検知手段によって検知されたろ過抵抗値のデータが保管される記録部と、を備え、前記記録部に保管されたデータを、教師データとして用いる、膜ろ過システムである。 The present invention is a membrane filtration system comprising a main membrane filtration device that filters water to be treated using a main filtration membrane, a sub-membrane filtration device that filters branched water to be treated branched from the water to be treated of the main membrane filtration device using a sub-filtration membrane, a main coagulant adding means that adds a main coagulant to the water to be treated of the main membrane filtration device, a sub-filtration resistance detection means for detecting the filtration resistance value of the sub-filtration membrane, an output means that performs a predetermined output based on the filtration resistance value detected by the sub-filtration resistance detection means, a control means that controls the conditions of the main coagulant adding means based on the filtration resistance value detected by the sub-filtration resistance detection means, and a recording unit that stores data on the filtration resistance value detected by the sub-filtration resistance detection means, and the data stored in the recording unit is used as teacher data .

前記膜ろ過システムにおいて、前記サブ膜ろ過装置は、前記メイン凝集剤添加手段によってメイン凝集剤が添加された被処理水から分岐された分岐被処理水をろ過する装置であることが好ましい。 In the membrane filtration system, it is preferable that the sub-membrane filtration device is a device that filters branched treated water that is branched off from the treated water to which the main coagulant has been added by the main coagulant adding means.

前記膜ろ過システムにおいて、前記サブ膜ろ過装置の分岐被処理水にサブ凝集剤を添加するサブ凝集剤添加手段をさらに備え、前記サブ膜ろ過装置は、前記メイン凝集剤が添加される前の被処理水から分岐され、前記サブ凝集剤添加手段によってサブ凝集剤が添加された分岐被処理水をろ過する装置であることが好ましい。 The membrane filtration system preferably further includes a sub-flocculant addition means for adding a sub-flocculant to the branched treated water of the sub-membrane filtration device, and the sub-membrane filtration device is preferably a device for filtering the branched treated water that is branched from the treated water before the main flocculant is added and to which the sub-flocculant has been added by the sub-flocculant addition means.

前記膜ろ過システムにおいて、前記サブ膜ろ過装置において、前記メイン膜ろ過装置よりも高いフラックスで通水することが好ましい。 In the membrane filtration system, it is preferable that the sub-membrane filtration device passes water at a higher flux than the main membrane filtration device.

本発明は、メインろ過膜を用いて被処理水をろ過するメイン膜ろ過工程と、サブろ過膜を用いて前記メイン膜ろ過工程の被処理水から分岐された分岐被処理水をろ過するサブ膜ろ過工程と、前記メイン膜ろ過工程の被処理水にメイン凝集剤を添加するメイン凝集剤添加工程と、前記サブろ過膜のろ過抵抗値を検知するためのサブろ過抵抗検知工程と、前記サブろ過抵抗検知工程により検知されたろ過抵抗値に基づいて所定の出力を行う出力工程と、を含み、前記サブろ過抵抗検知工程により検知されたろ過抵抗値に基づいて、前記メイン凝集剤添加工程の条件を制御し、前記サブろ過抵抗検知工程によって検知されたろ過抵抗値のデータを、教師データとして用いる、膜ろ過方法である。 The present invention is a membrane filtration method including a main membrane filtration process for filtering water to be treated using a main filtration membrane, a sub-membrane filtration process for filtering branched water to be treated branched from the water to be treated in the main membrane filtration process using a sub-filtration membrane, a main flocculant addition process for adding a main flocculant to the water to be treated in the main membrane filtration process, a sub-filtration resistance detection process for detecting a filtration resistance value of the sub-filtration membrane, and an output process for performing a predetermined output based on the filtration resistance value detected by the sub-filtration resistance detection process, in which the conditions of the main flocculant addition process are controlled based on the filtration resistance value detected by the sub-filtration resistance detection process, and data on the filtration resistance value detected by the sub-filtration resistance detection process is used as teacher data .

前記膜ろ過方法における前記サブ膜ろ過工程において、前記メイン凝集剤添加工程によって前記メイン凝集剤が添加された被処理水から分岐された分岐被処理水をろ過することが好ましい。 In the sub-membrane filtration process of the membrane filtration method, it is preferable to filter branched treated water that is branched from the treated water to which the main flocculant has been added in the main flocculant addition process.

前記膜ろ過方法において、前記サブ膜ろ過工程の分岐被処理水にサブ凝集剤を添加するサブ凝集剤添加工程をさらに含み、前記サブ膜ろ過工程において、前記メイン凝集剤が添加される前の被処理水から分岐され、前記サブ凝集剤添加工程によってサブ凝集剤が添加された分岐被処理水をろ過することが好ましい。 The membrane filtration method preferably further includes a sub-flocculant addition step of adding a sub-flocculant to the branched treated water in the sub-membrane filtration step, and in the sub-membrane filtration step, the branched treated water that is branched from the treated water before the main flocculant is added and to which the sub-flocculant has been added in the sub-flocculant addition step is filtered.

前記膜ろ過方法において、前記サブ膜ろ過工程において、前記メイン膜ろ過工程よりも高いフラックスで通水することが好ましい。 In the membrane filtration method, it is preferable that water is passed through the sub-membrane filtration process at a higher flux than that in the main membrane filtration process.

本発明は、メインろ過膜を用いて被処理水をろ過するメイン膜ろ過装置の被処理水へメイン凝集剤を添加する凝集剤添加装置であって、サブろ過膜を用いて前記メイン膜ろ過装置の被処理水から分岐された分岐被処理水をろ過するサブ膜ろ過装置と、前記メイン膜ろ過装置の被処理水にメイン凝集剤を添加するメイン凝集剤添加手段と、前記サブろ過膜のろ過抵抗値を検知するためのサブろ過抵抗検知手段と、前記サブろ過抵抗検知手段により検知されたろ過抵抗値に基づいて、前記メイン凝集剤添加手段の条件を制御する制御手段と、前記サブろ過抵抗検知手段によって検知されたろ過抵抗値のデータが保管される記録部と、を備え、前記記録部に保管されたデータを、教師データとして用いる、凝集剤添加装置である。 The present invention is a flocculant addition device that adds a main flocculant to the water to be treated in a main membrane filtration device that filters the water to be treated using a main filtration membrane, and includes a sub-membrane filtration device that filters branched water to be treated branched from the water to be treated in the main membrane filtration device using a sub-filtration membrane, a main flocculant addition means that adds a main flocculant to the water to be treated in the main membrane filtration device, a sub-filtration resistance detection means for detecting the filtration resistance value of the sub-filtration membrane, a control means for controlling the conditions of the main flocculant addition means based on the filtration resistance value detected by the sub-filtration resistance detection means, and a recording unit in which data on the filtration resistance value detected by the sub-filtration resistance detection means is stored , and the flocculant addition device uses the data stored in the recording unit as teacher data .

前記凝集剤添加装置において、前記サブ膜ろ過装置は、前記メイン凝集剤添加手段によってメイン凝集剤が添加された被処理水から分岐された分岐被処理水をろ過する装置であることが好ましい。 In the coagulant addition device, it is preferable that the sub-membrane filtration device is a device that filters branched treated water that is branched from the treated water to which the main coagulant has been added by the main coagulant addition means.

前記凝集剤添加装置において、前記サブ膜ろ過装置の分岐被処理水にサブ凝集剤を添加するサブ凝集剤添加手段をさらに備え、前記サブ膜ろ過装置は、前記メイン凝集剤が添加される前の被処理水から分岐され、前記サブ凝集剤添加手段によってサブ凝集剤が添加された分岐被処理水をろ過する装置であることが好ましい。 It is preferable that the flocculant addition device further includes a sub-flocculant addition means for adding a sub-flocculant to the branched treated water of the sub-membrane filtration device, and that the sub-membrane filtration device is a device for filtering the branched treated water that is branched from the treated water before the main flocculant is added and to which the sub-flocculant has been added by the sub-flocculant addition means.

前記凝集剤添加装置において、前記サブ膜ろ過装置において、前記メイン膜ろ過装置よりも高いフラックスで通水することが好ましい。 In the coagulant addition device, it is preferable that the sub-membrane filtration device passes water at a higher flux than the main membrane filtration device.

本発明は、メインろ過膜を用いて被処理水をろ過するメイン膜ろ過装置の被処理水へのメイン凝集剤の添加を制御する凝集剤添加装置の制御装置であって、前記凝集剤添加装置は、サブろ過膜を用いて前記メイン膜ろ過装置の被処理水から分岐された分岐被処理水をろ過するサブ膜ろ過装置と、前記メイン膜ろ過装置の被処理水にメイン凝集剤を添加するメイン凝集剤添加手段と、前記サブろ過膜のろ過抵抗値を検知するためのサブろ過抵抗検知手段と、を備え、前記サブろ過抵抗検知手段により検知されたろ過抵抗値に基づいて、前記メイン凝集剤添加手段の条件を制御する制御手段と、前記サブろ過抵抗検知手段によって検知されたろ過抵抗値のデータが保管される記録部と、を備え、前記記録部に保管されたデータを、教師データとして用いる、凝集剤添加装置の制御装置である。 The present invention is a control device for a coagulant addition device that controls the addition of a main coagulant to the treated water of a main membrane filtration device that filters the treated water using a main filtration membrane, and the coagulant addition device comprises a sub-membrane filtration device that filters branched treated water branched from the treated water of the main membrane filtration device using a sub-filtration membrane, a main coagulant addition means that adds a main coagulant to the treated water of the main membrane filtration device, and a sub-filtration resistance detection means for detecting the filtration resistance value of the sub-filtration membrane, and is a control device for a coagulant addition device that comprises a control means that controls the conditions of the main coagulant addition means based on the filtration resistance value detected by the sub-filtration resistance detection means, and a recording unit that stores data on the filtration resistance value detected by the sub-filtration resistance detection means, and uses the data stored in the recording unit as teacher data .

前記凝集剤添加装置の制御装置において、前記サブ膜ろ過装置は、前記メイン凝集剤添加手段によってメイン凝集剤が添加された被処理水から分岐された分岐被処理水をろ過する装置であることが好ましい。 In the control device for the coagulant addition device, it is preferable that the sub-membrane filtration device is a device that filters branched treated water branched from the treated water to which the main coagulant has been added by the main coagulant addition means.

前記凝集剤添加装置の制御装置において、前記凝集剤添加装置は、前記サブ膜ろ過装置の分岐被処理水にサブ凝集剤を添加するサブ凝集剤添加手段をさらに備え、前記サブ膜ろ過装置は、前記メイン凝集剤が添加される前の被処理水から分岐され、前記サブ凝集剤添加手段によってサブ凝集剤が添加された分岐被処理水をろ過する装置であることが好ましい。 In the control device of the coagulant addition device, the coagulant addition device preferably further includes a sub-coagulant addition means for adding a sub-coagulant to the branched treated water of the sub-membrane filtration device, and the sub-membrane filtration device is preferably a device for filtering the branched treated water that is branched from the treated water before the main coagulant is added and to which the sub-coagulant has been added by the sub-coagulant addition means.

前記凝集剤添加装置の制御装置において、前記サブ膜ろ過装置において、前記メイン膜ろ過装置よりも高いフラックスで通水することが好ましい。 In the control device of the coagulant addition device, it is preferable that water is passed through the sub-membrane filtration device at a higher flux than the main membrane filtration device.

本発明によって、ろ過膜を用いる膜ろ過処理において、被処理水の性状が変動しても、膜ファウリングを抑制することができ、安定運転が可能な膜ろ過システム、膜ろ過方法、その膜ろ過システムに用いられる凝集剤添加装置、および凝集剤添加装置の制御装置を提供することができる。 The present invention provides a membrane filtration system, a membrane filtration method, a flocculant addition device used in the membrane filtration system, and a control device for the flocculant addition device that can suppress membrane fouling and operate stably even if the properties of the water being treated fluctuate in a membrane filtration process that uses a filtration membrane.

本発明の実施形態に係る膜ろ過システムの一例を示す概略構成図である。FIG. 1 is a schematic configuration diagram illustrating an example of a membrane filtration system according to an embodiment of the present invention. 本発明の実施形態に係る膜ろ過システムの他の例を示す概略構成図である。FIG. 2 is a schematic configuration diagram showing another example of a membrane filtration system according to an embodiment of the present invention.

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。 The following describes an embodiment of the present invention. This embodiment is an example of implementing the present invention, and the present invention is not limited to this embodiment.

<膜ろ過方法および膜ろ過システム>
本発明の実施形態に係る膜ろ過システムの一例の概略を図1に示し、その構成について説明する。
<Membrane filtration method and membrane filtration system>
FIG. 1 shows an outline of an example of a membrane filtration system according to an embodiment of the present invention, and the configuration thereof will be described.

膜ろ過システム1は、メインろ過膜を用いて被処理水をろ過するメイン膜ろ過装置10と、サブろ過膜を用いてメイン膜ろ過装置10の被処理水から分岐された分岐被処理水をろ過するサブ膜ろ過装置12と、メイン膜ろ過装置10の被処理水にメイン凝集剤を添加するメイン凝集剤添加手段として、メイン凝集剤添加装置20と、サブろ過膜のろ過抵抗値を検知するためのサブろ過抵抗検知手段として、サブろ過抵抗検知装置14と、サブろ過抵抗検知装置14により検知されたろ過抵抗値に基づいて所定の出力を行う出力手段として、出力部16と、を備える。膜ろ過システム1は、制御手段として制御装置18を備えてもよい。膜ろ過システム1は、メイン膜ろ過装置10で得られる処理水を貯留する処理水槽22と、メイン膜ろ過装置10のメインろ過膜の逆洗や薬品添加逆洗を行うためのメイン逆洗手段としてメイン逆洗配管30と、サブ膜ろ過装置12のサブろ過膜の逆洗や薬品添加逆洗を行うためのサブ逆洗手段としてサブ逆洗配管36と、を備えてもよい。 The membrane filtration system 1 includes a main membrane filtration device 10 that filters the water to be treated using a main filtration membrane, a sub-membrane filtration device 12 that filters branched water to be treated branched from the water to be treated of the main membrane filtration device 10 using a sub-filtration membrane, a main coagulant addition device 20 as a main coagulant addition means that adds a main coagulant to the water to be treated of the main membrane filtration device 10, a sub-filtration resistance detection device 14 as a sub-filtration resistance detection means for detecting the filtration resistance value of the sub-filtration membrane, and an output unit 16 as an output means that performs a predetermined output based on the filtration resistance value detected by the sub-filtration resistance detection device 14. The membrane filtration system 1 may include a control device 18 as a control means. The membrane filtration system 1 may include a treated water tank 22 for storing treated water obtained in the main membrane filtration device 10, a main backwash pipe 30 as a main backwash means for backwashing the main filtration membrane of the main membrane filtration device 10 and backwashing with the addition of chemicals, and a sub-backwash pipe 36 as a sub-backwash means for backwashing the sub filtration membrane of the sub membrane filtration device 12 and backwashing with the addition of chemicals.

図1の膜ろ過システム1において、メイン膜ろ過装置10の被処理水入口には、メイン被処理水配管24が接続されている。メイン処理水出口と処理水槽22の入口とは、メイン処理水配管26により接続され、処理水槽22のメイン処理水出口には、メイン処理水配管28が接続されている。処理水槽22のメイン逆洗液出口とメイン膜ろ過装置10の2次側のメイン逆洗液入口とは、メイン逆洗配管30により接続されている。メイン膜ろ過装置10の1次側のメイン逆洗排液出口には、メイン逆洗排液配管32が接続されている。メイン凝集剤添加装置20の出口とメイン被処理水配管24とは、メイン凝集剤添加配管42により接続されている。 In the membrane filtration system 1 of FIG. 1, a main treated water pipe 24 is connected to the treated water inlet of the main membrane filtration device 10. The main treated water outlet and the inlet of the treated water tank 22 are connected by a main treated water pipe 26, and the main treated water outlet of the treated water tank 22 is connected to a main treated water pipe 28. The main backwash liquid outlet of the treated water tank 22 and the main backwash liquid inlet on the secondary side of the main membrane filtration device 10 are connected by a main backwash pipe 30. The main backwash drainage outlet on the primary side of the main membrane filtration device 10 is connected to a main backwash drainage pipe 32. The outlet of the main flocculant addition device 20 and the main treated water pipe 24 are connected by a main flocculant addition pipe 42.

サブ膜ろ過装置12の分岐被処理水入口には、メイン被処理水配管24におけるメイン凝集剤添加配管42の接続点の下流側から分岐したサブ分岐被処理水配管34が接続され、サブ処理水出口には、サブ処理水配管40が接続されている。処理水槽22のサブ逆洗液出口とサブ膜ろ過装置12の2次側のサブ逆洗液入口とは、サブ逆洗配管36により接続されている。サブ膜ろ過装置12の1次側のサブ逆洗排液出口には、サブ逆洗排液配管38が接続されている。サブ膜ろ過装置12の2次側には、サブろ過抵抗検知装置14が設置されている。 The branched treated water inlet of the sub-membrane filtration device 12 is connected to a sub-branched treated water pipe 34 that branches off from the downstream side of the connection point of the main flocculant addition pipe 42 in the main treated water pipe 24, and the sub-treated water outlet is connected to a sub-treated water pipe 40. The sub-backwash liquid outlet of the treated water tank 22 and the sub-backwash liquid inlet on the secondary side of the sub-membrane filtration device 12 are connected by a sub-backwash pipe 36. The sub-backwash discharge liquid outlet on the primary side of the sub-membrane filtration device 12 is connected to a sub-backwash discharge liquid pipe 38. A sub-filtration resistance detection device 14 is installed on the secondary side of the sub-membrane filtration device 12.

出力部16とサブろ過抵抗検知装置14、出力部16と制御装置18、サブろ過抵抗検知装置14と制御装置18、制御装置18とメイン凝集剤添加装置20とは、有線または無線の電気的接続等によって通信可能に接続されていてもよい。膜ろ過システム1は、さらに通信手段として通信装置を備えてもよい。通信装置は制御装置18に接続されており、例えば、インターネットを経由してサーバに接続される。サーバには少なくとも記録部または演算部を設けられている。記録部には、例えば、サブろ過抵抗検知装置14によって測定されたろ過抵抗値等のデータが保管される。演算部では、サブろ過抵抗検知装置14によって測定されたろ過抵抗値等のデータを用いた演算が行われ、警報やメイン凝集剤添加装置20によるメイン凝集剤添加の実行等の出力が行われてもよいし、記録部に保管されたデータが合わせて用いられて、凝集剤添加の実施履歴、使用凝集剤量および凝集剤コスト等が計算され、保管または出力されてもよい。出力は再びインターネットを経由して制御装置18に送られ、出力部16に警報を出したり、凝集剤添加が実行されたり、凝集剤添加条件の変更がなされてもよい。 The output unit 16 and the sub-filtration resistance detection device 14, the output unit 16 and the control device 18, the sub-filtration resistance detection device 14 and the control device 18, and the control device 18 and the main flocculant addition device 20 may be connected to each other so as to be able to communicate with each other by wired or wireless electrical connection or the like. The membrane filtration system 1 may further include a communication device as a communication means. The communication device is connected to the control device 18, and is connected to a server, for example, via the Internet. The server is provided with at least a recording unit or a calculation unit. The recording unit stores, for example, data such as the filtration resistance value measured by the sub-filtration resistance detection device 14. The calculation unit performs calculations using data such as the filtration resistance value measured by the sub-filtration resistance detection device 14, and may output an alarm or the execution of main flocculant addition by the main flocculant addition device 20, or the data stored in the recording unit may be used together to calculate the execution history of flocculant addition, the amount of flocculant used, the flocculant cost, etc., and may be stored or output. The output may be sent to the control device 18 again via the Internet, and an alarm may be issued to the output unit 16, flocculant addition may be performed, or the flocculant addition conditions may be changed.

本実施形態に係る膜ろ過方法および膜ろ過システム1の動作について説明する。 The membrane filtration method and the operation of the membrane filtration system 1 according to this embodiment will be described.

処理対象の被処理水は、メイン被処理水配管24を通してメイン膜ろ過装置10に送液される。ここで、メイン被処理水配管24において、メイン凝集剤添加装置20からメイン凝集剤がメイン凝集剤添加配管42を通して被処理水に添加される(メイン凝集剤添加工程)。メイン膜ろ過装置10において、メインろ過膜を用いて被処理水の膜ろ過処理が行われる(メイン膜ろ過工程)。得られたメイン処理水は、メイン処理水配管26を通して、必要に応じて処理水槽22へ送液され、貯留される。処理水槽22に貯留されたメイン処理水は、メイン処理水配管28を通して排出される。 The water to be treated is sent to the main membrane filtration device 10 through the main treated water pipe 24. Here, in the main treated water pipe 24, the main flocculant is added to the water to be treated from the main flocculant addition device 20 through the main flocculant addition pipe 42 (main flocculant addition process). In the main membrane filtration device 10, membrane filtration processing of the water to be treated is performed using the main filtration membrane (main membrane filtration process). The obtained main treated water is sent to the treated water tank 22 through the main treated water pipe 26 as necessary and stored there. The main treated water stored in the treated water tank 22 is discharged through the main treated water pipe 28.

一方、メイン凝集剤添加装置20によってメイン凝集剤が添加された被処理水から分岐された分岐被処理水は、サブ分岐被処理水配管34を通してサブ膜ろ過装置12に送液される。サブ膜ろ過装置12において、サブろ過膜を用いて分岐被処理水の膜ろ過処理が行われる(サブ膜ろ過工程)。得られたサブ処理水は、サブ処理水配管40を通して、排出される。 Meanwhile, the branched treated water branched off from the treated water to which the main flocculant has been added by the main flocculant addition device 20 is sent to the sub-membrane filtration device 12 through the sub-branched treated water piping 34. In the sub-membrane filtration device 12, the branched treated water is subjected to membrane filtration processing using a sub-filtration membrane (sub-membrane filtration process). The obtained sub-treated water is discharged through the sub-treated water piping 40.

メイン膜ろ過装置10およびサブ膜ろ過装置12は、膜ろ過工程と洗浄工程とを繰り返し行う。洗浄工程の種類としては、処理水を用いてろ過膜の2次側から1次側へ通水する逆洗工程と、逆洗工程のときに酸やアルカリ剤、酸化剤等の薬品等を添加する薬品添加逆洗工程があり、少なくとも一方の洗浄を行えばよい。 The main membrane filtration device 10 and the sub-membrane filtration device 12 repeatedly perform a membrane filtration process and a cleaning process. There are two types of cleaning processes: a backwash process in which treated water is used to pass from the secondary side of the filtration membrane to the primary side, and a chemical addition backwash process in which chemicals such as acids, alkalis, and oxidizing agents are added during the backwash process. At least one of the cleaning processes needs to be performed.

サブ膜ろ過装置12では、サブろ過抵抗検知装置14によって、ろ過工程中にサブろ過抵抗値が測定されればよい。 In the sub-membrane filtration device 12, the sub-filtration resistance value is measured during the filtration process by the sub-filtration resistance detection device 14.

膜ろ過システム1では、メイン膜ろ過装置10を連続運転する際に例えば定期的にメイン膜ろ過装置10の洗浄が行われる。メインろ過膜の洗浄は、例えばメイン処理水の少なくとも一部がメイン逆洗水として処理水槽22からメイン逆洗配管30を通してメイン膜ろ過装置10の2次側から1次側に逆流されて行われる(メイン逆洗工程)。メイン逆洗排液は、メイン膜ろ過装置10の1次側からメイン逆洗排液配管32を通して排出される。 In the membrane filtration system 1, the main membrane filtration device 10 is cleaned, for example, periodically, when the main membrane filtration device 10 is operated continuously. The main filtration membrane is cleaned, for example, by backflowing at least a portion of the main treated water from the treated water tank 22 through the main backwash piping 30 as main backwash water from the secondary side to the primary side of the main membrane filtration device 10 (main backwash process). The main backwash effluent is discharged from the primary side of the main membrane filtration device 10 through the main backwash effluent piping 32.

そしてこのメイン逆洗を行ってもメインろ過膜のファウリングが解消しない場合には、薬品をメイン逆洗水に加えたメイン薬品添加逆洗液により薬品添加逆洗が行われる(メイン薬品添加逆洗工程)。メイン薬品添加逆洗工程では、例えば、メイン処理水の少なくとも一部に薬品が添加されたメイン薬品添加逆洗液がメイン逆洗配管30を通してメイン膜ろ過装置10の2次側から1次側に逆流されて行われる(メイン薬品添加逆洗工程)。メイン薬品添加逆洗排液は、メイン膜ろ過装置10の1次側からメイン逆洗排液配管32を通して排出される。メイン薬品添加逆洗工程において、メインろ過膜をメイン薬品添加逆洗液に所定の時間、浸漬する浸漬工程を行ってもよい。また、メイン薬品添加逆洗工程において、メイン膜ろ過装置10の1次側から排出されたメイン薬品添加逆洗排液をメイン膜ろ過装置10の2次側に循環させてもよい。 If the fouling of the main filtration membrane is not eliminated even after the main backwash is performed, chemical-added backwashing is performed with a main chemical-added backwashing solution in which a chemical has been added to the main backwash water (main chemical-added backwashing process). In the main chemical-added backwashing process, for example, the main chemical-added backwashing solution in which a chemical has been added to at least a part of the main treated water is backflowed from the secondary side to the primary side of the main membrane filtration device 10 through the main backwashing piping 30 (main chemical-added backwashing process). The main chemical-added backwashing drainage is discharged from the primary side of the main membrane filtration device 10 through the main backwashing drainage piping 32. In the main chemical-added backwashing process, an immersion process may be performed in which the main filtration membrane is immersed in the main chemical-added backwashing solution for a predetermined time. In the main chemical-added backwashing process, the main chemical-added backwashing drainage discharged from the primary side of the main membrane filtration device 10 may be circulated to the secondary side of the main membrane filtration device 10.

上記の通り、被処理水の性状が変動すること等によって、前段の生物処理や凝集および固液分離処理が不安定となり、膜ろ過処理において膜のファウリング(閉塞)が発生することがある。膜ろ過システム1では、メイン膜ろ過装置10によるメイン膜ろ過工程とは別に、サブろ過膜のろ過抵抗値を検知するためのサブろ過抵抗検知手段を備えたサブ膜ろ過装置12によるサブ膜ろ過工程を設け、サブろ過抵抗検知手段であるサブろ過抵抗検知装置14により検知された、サブ膜ろ過工程におけるろ過抵抗値に基づいて、サブ膜ろ過装置12における膜ろ過の状況に応じた出力、例えばろ過抵抗値があらかじめ定めた閾値を超えた場合に警報等の出力を出す。 As described above, due to fluctuations in the properties of the water to be treated, the biological treatment, coagulation, and solid-liquid separation processes in the upstream stages can become unstable, and membrane fouling (blockage) can occur in the membrane filtration process. In addition to the main membrane filtration process by the main membrane filtration device 10, the membrane filtration system 1 provides a sub-membrane filtration process by a sub-membrane filtration device 12 equipped with a sub-filtration resistance detection means for detecting the filtration resistance value of the sub-filtration membrane, and based on the filtration resistance value in the sub-membrane filtration process detected by the sub-filtration resistance detection device 14, which is the sub-filtration resistance detection means, an output according to the state of membrane filtration in the sub-membrane filtration device 12 is issued, for example, an alarm or other output when the filtration resistance value exceeds a predetermined threshold value.

例えば、サブ膜ろ過装置12のろ過抵抗値は記録され、所定の条件を満たした場合に、メイン膜ろ過装置10の凝集剤添加量等を制御することが好ましい。 For example, it is preferable to record the filtration resistance value of the sub-membrane filtration device 12, and when certain conditions are met, control the amount of coagulant added to the main membrane filtration device 10, etc.

図1の膜ろ過システム1では、例えば、サブろ過抵抗値を用いた以下の(1)~(3)の制御のうち少なくとも1つを行ってもよい。 In the membrane filtration system 1 of FIG. 1, for example, at least one of the following controls (1) to (3) may be performed using the sub-filtration resistance value.

(1)例えば、サブ膜ろ過装置12のろ過工程中におけるサブろ過抵抗値の上昇率が所定の値以上となった場合に、メイン膜ろ過装置10におけるメイン凝集剤添加装置20によるメイン凝集剤の添加量を増やす。 (1) For example, when the rate of increase in the sub-filtration resistance value during the filtration process of the sub-membrane filtration device 12 reaches or exceeds a predetermined value, the amount of main coagulant added by the main coagulant addition device 20 in the main membrane filtration device 10 is increased.

(2)例えば、サブ膜ろ過装置12における「洗浄後のサブろ過抵抗値」対「サブ膜ろ過装置のろ過量の傾き」が、所定の値以上になった場合に、メイン膜ろ過装置10におけるメイン凝集剤添加装置20によるメイン凝集剤の添加量を増やす。 (2) For example, when the "sub-filtration resistance value after cleaning" vs. the "slope of the filtration amount of the sub-membrane filtration device" in the sub-membrane filtration device 12 becomes equal to or greater than a predetermined value, the amount of main coagulant added by the main coagulant addition device 20 in the main membrane filtration device 10 is increased.

(3)例えば、メイン膜ろ過装置10におけるメイン凝集剤の添加量を変化させながら、「洗浄後のサブろ過抵抗値」対「サブ膜ろ過装置のろ過量の傾き」を算出し、傾きが小さくなる条件、またはその条件に近づくようにメイン膜ろ過装置10におけるメイン凝集剤添加装置20によるメイン凝集剤の添加量等を制御する。 (3) For example, while changing the amount of main coagulant added in the main membrane filtration device 10, the "sub-filtration resistance value after cleaning" versus the "slope of the filtration amount of the sub-membrane filtration device" is calculated, and the amount of main coagulant added by the main coagulant adding device 20 in the main membrane filtration device 10 is controlled to find the condition that reduces the slope or to approach that condition.

これによって、サブ膜ろ過装置12におけるサブろ過膜のファウリングの発生を早期に検知することができる。サブろ過膜のファウリングの発生を検知した場合にメイン膜ろ過装置10において凝集剤の添加条件を変更すれば、被処理水の性状が変動しても膜のファウリングを抑制することができ、メイン膜ろ過装置10の安定運転が可能となる。メイン膜ろ過装置10とは別にサブ膜ろ過装置12を設けることによって、メイン膜ろ過装置10を停止しなくても凝集剤の添加条件を変更することができ、メイン膜ろ過工程を継続してもよい。これによって、メイン膜ろ過装置10の稼働時間を最大限にすることができる。 This allows early detection of fouling of the sub-filtration membrane in the sub-membrane filtration device 12. If the conditions for adding the coagulant are changed in the main membrane filtration device 10 when the occurrence of fouling of the sub-filtration membrane is detected, membrane fouling can be suppressed even if the properties of the water to be treated fluctuate, enabling stable operation of the main membrane filtration device 10. By providing the sub-membrane filtration device 12 separately from the main membrane filtration device 10, the conditions for adding the coagulant can be changed without stopping the main membrane filtration device 10, and the main membrane filtration process may be continued. This allows the operating time of the main membrane filtration device 10 to be maximized.

本発明の実施形態に係る膜ろ過システムの他の例を図2に示す。図2に示す膜ろ過システム3は、メインろ過膜を用いて被処理水をろ過するメイン膜ろ過装置10と、サブろ過膜を用いてメイン膜ろ過装置10の被処理水から分岐された分岐被処理水をろ過するサブ膜ろ過装置12と、メイン膜ろ過装置10の被処理水にメイン凝集剤を添加するメイン凝集剤添加手段として、メイン凝集剤添加装置20と、サブ膜ろ過装置12の分岐被処理水にサブ凝集剤を添加するサブ凝集剤添加手段として、サブ凝集剤添加装置46と、サブろ過膜のろ過抵抗値を検知するためのサブろ過抵抗検知手段として、サブろ過抵抗検知装置14と、サブろ過抵抗検知装置14により検知されたろ過抵抗値に基づいて所定の出力を行う出力手段として、出力部16と、を備える。膜ろ過システム1は、制御手段として制御装置18を備えてもよい。膜ろ過システム1は、メイン膜ろ過装置10で得られる処理水を貯留する処理水槽22と、メイン膜ろ過装置10のメインろ過膜の逆洗や薬品添加逆洗を行うためのメイン逆洗手段としてメイン逆洗配管30と、サブ膜ろ過装置12のサブろ過膜の逆洗や薬品添加逆洗を行うためのサブ逆洗手段としてサブ逆洗配管36と、を備えてもよい。 Another example of a membrane filtration system according to an embodiment of the present invention is shown in FIG. 2. The membrane filtration system 3 shown in FIG. 2 includes a main membrane filtration device 10 that filters the water to be treated using a main filtration membrane, a sub-membrane filtration device 12 that filters the branched water to be treated branched from the water to be treated of the main membrane filtration device 10 using a sub-filtration membrane, a main flocculant addition device 20 as a main flocculant addition means for adding a main flocculant to the water to be treated of the main membrane filtration device 10, a sub-flocculant addition device 46 as a sub-flocculant addition means for adding a sub-flocculant to the branched water to be treated of the sub-membrane filtration device 12, a sub-filtration resistance detection device 14 as a sub-filtration resistance detection means for detecting the filtration resistance value of the sub-filtration membrane, and an output unit 16 as an output means for performing a predetermined output based on the filtration resistance value detected by the sub-filtration resistance detection device 14. The membrane filtration system 1 may include a control device 18 as a control means. The membrane filtration system 1 may include a treated water tank 22 for storing treated water obtained in the main membrane filtration device 10, a main backwash pipe 30 as a main backwash means for backwashing the main filtration membrane of the main membrane filtration device 10 and backwashing with the addition of chemicals, and a sub-backwash pipe 36 as a sub-backwash means for backwashing the sub filtration membrane of the sub membrane filtration device 12 and backwashing with the addition of chemicals.

図2の膜ろ過システム3において、メイン膜ろ過装置10の被処理水入口には、メイン被処理水配管24が接続されている。メイン処理水出口と処理水槽22の入口とは、メイン処理水配管26により接続され、処理水槽22の処理水出口には、メイン処理水配管28が接続されている。処理水槽22のメイン逆洗液出口とメイン膜ろ過装置10の2次側のメイン逆洗液入口とは、メイン逆洗配管30により接続されている。メイン膜ろ過装置10の1次側のメイン逆洗排液出口には、メイン逆洗排液配管32が接続されている。メイン凝集剤添加装置20の出口とメイン被処理水配管24とは、メイン凝集剤添加配管42により接続されている。 In the membrane filtration system 3 of FIG. 2, the main treated water pipe 24 is connected to the treated water inlet of the main membrane filtration device 10. The main treated water outlet and the inlet of the treated water tank 22 are connected by the main treated water pipe 26, and the treated water outlet of the treated water tank 22 is connected to the main treated water pipe 28. The main backwash liquid outlet of the treated water tank 22 and the main backwash liquid inlet on the secondary side of the main membrane filtration device 10 are connected by the main backwash pipe 30. The main backwash drainage outlet on the primary side of the main membrane filtration device 10 is connected to the main backwash drainage pipe 32. The outlet of the main flocculant addition device 20 and the main treated water pipe 24 are connected by the main flocculant addition pipe 42.

サブ膜ろ過装置12の分岐被処理水入口には、メイン被処理水配管24におけるメイン凝集剤添加配管42の接続点の上流側から分岐したサブ分岐被処理水配管34が接続され、サブ処理水出口には、サブ処理水配管40が接続されている。処理水槽22のサブ逆洗液出口とサブ膜ろ過装置12の2次側のサブ逆洗液入口とは、サブ逆洗配管36により接続されている。サブ膜ろ過装置12の1次側のサブ逆洗排液出口には、サブ逆洗排液配管38が接続されている。サブ膜ろ過装置12の2次側には、サブろ過抵抗検知装置14が設置されている。サブ凝集剤添加装置46の出口とサブ分岐被処理水配管34とは、サブ凝集剤添加配管44により接続されている。 The branched treated water inlet of the sub-membrane filtration device 12 is connected to a sub-branched treated water pipe 34 that branches off from the upstream side of the connection point of the main flocculant addition pipe 42 in the main treated water pipe 24, and the sub-treated water outlet is connected to a sub-treated water pipe 40. The sub-backwash liquid outlet of the treated water tank 22 and the sub-backwash liquid inlet on the secondary side of the sub-membrane filtration device 12 are connected by a sub-backwash pipe 36. The sub-backwash drainage outlet on the primary side of the sub-membrane filtration device 12 is connected to a sub-backwash drainage pipe 38. The sub-filtration resistance detection device 14 is installed on the secondary side of the sub-membrane filtration device 12. The outlet of the sub-flocculant addition device 46 and the sub-branched treated water pipe 34 are connected by a sub-flocculant addition pipe 44.

出力部16とサブろ過抵抗検知装置14、出力部16と制御装置18、サブろ過抵抗検知装置14と制御装置18、制御装置18とメイン凝集剤添加装置20、制御装置18とサブ凝集剤添加装置46とは、有線または無線の電気的接続等によって通信可能に接続されていてもよい。膜ろ過システム1は、さらに通信手段として通信装置を備えてもよい。通信装置は制御装置18に接続されており、例えば、インターネットを経由してサーバに接続される。サーバには少なくとも記録部または演算部を設けられている。記録部には、例えば、サブろ過抵抗検知装置14によって測定されたろ過抵抗値等のデータが保管される。演算部では、サブろ過抵抗検知装置14によって測定されたろ過抵抗値等のデータを用いた演算が行われ、警報やメイン凝集剤添加装置20やサブ凝集剤添加装置46による凝集剤添加の実行等の出力が行われてもよいし、記録部に保管されたデータが合わせて用いられて、メイン凝集剤添加装置20やサブ凝集剤添加装置46による凝集剤添加の実施履歴、使用凝集剤量および凝集剤コスト等が計算され、保管または出力されてもよい。出力は再びインターネットを経由して制御装置18に送られ、出力部16に警報を出したり、メイン凝集剤添加装置20やサブ凝集剤添加装置46による凝集剤添加が実行されたり、凝集剤添加条件の変更がなされてもよい。記録部に記録されたデータを、AI(機械学習やディープラーニング等)の教師データとして用いてもよい。例えば、記録部に記録された凝集条件および水質に対してサブろ過抵抗検知装置14によって測定されたろ過抵抗値を教師データとして用いたモデルをつくり、将来の水質に対してろ過抵抗値が低くなるような凝集条件を提示またはその凝集条件となるように制御するようにしてもよい。また、例えば、演算後に行われる警報や凝集剤添加の実行といった出力が正しかったかどうかをジャーテストや装置のメンテナンス等により行い、演算の正誤をラベルとして与えたものを教師データとして用い、モデルを調整して警報や凝集剤添加の精度向上を図ってもよい。 The output unit 16 and the sub-filtration resistance detection device 14, the output unit 16 and the control device 18, the sub-filtration resistance detection device 14 and the control device 18, the control device 18 and the main flocculant addition device 20, and the control device 18 and the sub-flocculant addition device 46 may be connected to each other so as to be able to communicate with each other by wired or wireless electrical connection or the like. The membrane filtration system 1 may further include a communication device as a communication means. The communication device is connected to the control device 18, and is connected to a server, for example, via the Internet. The server is provided with at least a recording unit or a calculation unit. The recording unit stores, for example, data such as the filtration resistance value measured by the sub-filtration resistance detection device 14. The calculation unit performs calculations using data such as the filtration resistance value measured by the sub-filtration resistance detection device 14, and may output an alarm or the execution of flocculant addition by the main flocculant addition device 20 or the sub-flocculant addition device 46, or the data stored in the recording unit may be used together to calculate the execution history of flocculant addition by the main flocculant addition device 20 or the sub-flocculant addition device 46, the amount of flocculant used, and the flocculant cost, etc., and may be stored or output. The output is again sent to the control device 18 via the Internet, and an alarm may be issued to the output unit 16, the main flocculant addition device 20 or the sub flocculant addition device 46 may add flocculant, or the flocculant addition conditions may be changed. The data recorded in the recording unit may be used as training data for AI (machine learning, deep learning, etc.). For example, a model may be created using the filtration resistance value measured by the sub filtration resistance detection device 14 for the flocculation conditions and water quality recorded in the recording unit as training data, and flocculation conditions may be presented or controlled so that the filtration resistance value is lower for future water quality. In addition, for example, the output such as the execution of an alarm or flocculant addition performed after the calculation is correct may be checked by a jar test or maintenance of the device, and the correctness of the calculation may be given as a label and used as training data to adjust the model and improve the accuracy of the alarm or flocculant addition.

処理対象の被処理水は、メイン被処理水配管24を通してメイン膜ろ過装置10に送液される。ここで、メイン被処理水配管24において、メイン凝集剤添加装置20からメイン凝集剤がメイン凝集剤添加配管42を通して被処理水に添加される(メイン凝集剤添加工程)。メイン膜ろ過装置10において、メインろ過膜を用いて被処理水の膜ろ過処理が行われる(メイン膜ろ過工程)。得られたメイン処理水は、メイン処理水配管26を通して、必要に応じて処理水槽22へ送液され、貯留される。処理水槽22に貯留されたメイン処理水は、メイン処理水配管28を通して排出される。 The water to be treated is sent to the main membrane filtration device 10 through the main treated water pipe 24. Here, in the main treated water pipe 24, the main flocculant is added to the water to be treated from the main flocculant addition device 20 through the main flocculant addition pipe 42 (main flocculant addition process). In the main membrane filtration device 10, membrane filtration processing of the water to be treated is performed using the main filtration membrane (main membrane filtration process). The obtained main treated water is sent to the treated water tank 22 as necessary through the main treated water pipe 26 and stored there. The main treated water stored in the treated water tank 22 is discharged through the main treated water pipe 28.

一方、メイン凝集剤添加装置20によってメイン凝集剤が添加される前の被処理水から分岐された分岐被処理水は、サブ分岐被処理水配管34を通してサブ膜ろ過装置12に送液される。ここで、サブ分岐被処理水配管34において、サブ凝集剤添加装置46からサブ凝集剤がサブ凝集剤添加配管44を通して分岐被処理水に添加される(サブ凝集剤添加工程)。サブ膜ろ過装置12において、サブろ過膜を用いて分岐被処理水の膜ろ過処理が行われる(サブ膜ろ過工程)。得られたサブ処理水は、サブ処理水配管40を通して、排出される。 Meanwhile, the branched treated water branched off from the treated water before the main flocculant is added by the main flocculant addition device 20 is sent to the sub-membrane filtration device 12 through the sub-branched treated water piping 34. Here, in the sub-branched treated water piping 34, the sub-flocculant is added from the sub-flocculant addition device 46 to the branched treated water through the sub-flocculant addition piping 44 (sub-flocculant addition process). In the sub-membrane filtration device 12, membrane filtration of the branched treated water is performed using a sub-filtration membrane (sub-membrane filtration process). The obtained sub-treated water is discharged through the sub-treated water piping 40.

メイン膜ろ過装置10およびサブ膜ろ過装置12は、膜ろ過工程と洗浄工程とを繰り返し行う。洗浄工程は、図1の膜ろ過システム1と同様にして行われる。 The main membrane filtration device 10 and the sub-membrane filtration device 12 repeatedly perform the membrane filtration process and the cleaning process. The cleaning process is performed in the same manner as in the membrane filtration system 1 of FIG. 1.

サブ膜ろ過装置12では、サブろ過抵抗検知装置14によって、ろ過工程中にサブろ過抵抗値が測定されればよい。 In the sub-membrane filtration device 12, the sub-filtration resistance value may be measured during the filtration process by the sub-filtration resistance detection device 14.

膜ろ過システム3では、メイン膜ろ過装置10によるメイン膜ろ過工程とは別に、サブろ過膜のろ過抵抗値を検知するためのサブろ過抵抗検知手段を備えたサブ膜ろ過装置12によるサブ膜ろ過工程を設け、サブろ過抵抗検知手段であるサブろ過抵抗検知装置14により検知された、サブ膜ろ過工程におけるろ過抵抗値に基づいて、サブ膜ろ過装置12における膜ろ過の状況に応じた出力、例えばろ過抵抗値があらかじめ定めた閾値を超えた場合に警報等の出力を出す。 In the membrane filtration system 3, in addition to the main membrane filtration process by the main membrane filtration device 10, a sub-membrane filtration process by a sub-membrane filtration device 12 equipped with a sub-filtration resistance detection means for detecting the filtration resistance value of the sub-filtration membrane is provided, and based on the filtration resistance value in the sub-membrane filtration process detected by the sub-filtration resistance detection device 14, which is the sub-filtration resistance detection means, an output according to the membrane filtration status in the sub-membrane filtration device 12 is issued, for example, an alarm or the like is output when the filtration resistance value exceeds a predetermined threshold value.

例えば、サブ膜ろ過装置12のろ過抵抗値は記録され、所定の条件を満たした場合に、メイン膜ろ過装置10とサブ膜ろ過装置12のうち少なくともメイン膜ろ過装置10の凝集剤添加量等を制御することが好ましい。 For example, it is preferable to record the filtration resistance value of the sub-membrane filtration device 12, and when certain conditions are met, to control the amount of coagulant added to at least the main membrane filtration device 10 out of the main membrane filtration device 10 and the sub-membrane filtration device 12.

図2の膜ろ過システム3では、例えば、サブろ過抵抗値を用いた以下の(1)~(3)の制御のうち少なくとも1つを行ってもよい。 In the membrane filtration system 3 of FIG. 2, for example, at least one of the following controls (1) to (3) may be performed using the sub-filtration resistance value.

(1)例えば、サブ膜ろ過装置12の膜ろ過工程中におけるサブろ過抵抗値の上昇率が所定の値以上となった場合に、メイン膜ろ過装置10におけるメイン凝集剤添加装置20によるメイン凝集剤の添加量と、サブ膜ろ過装置12におけるサブ凝集剤添加装置46によるサブ凝集剤の添加量を増やす。 (1) For example, when the rate of increase in the sub-filtration resistance value during the membrane filtration process of the sub-membrane filtration device 12 reaches or exceeds a predetermined value, the amount of main coagulant added by the main coagulant addition device 20 in the main membrane filtration device 10 and the amount of sub-coagulant added by the sub-coagulant addition device 46 in the sub-membrane filtration device 12 are increased.

(2)例えば、サブ膜ろ過装置12における「洗浄後のサブろ過抵抗値」対「サブ膜ろ過装置のろ過量の傾き」が、所定の値以上になった場合に、メイン膜ろ過装置10におけるメイン凝集剤添加装置20によるメイン凝集剤の添加量と、サブ膜ろ過装置12におけるサブ凝集剤添加装置46によるサブ凝集剤の添加量を増やす。 (2) For example, when the "sub-filtration resistance value after cleaning" vs. the "slope of the filtration amount of the sub-membrane filtration device" in the sub-membrane filtration device 12 becomes equal to or greater than a predetermined value, the amount of main coagulant added by the main coagulant addition device 20 in the main membrane filtration device 10 and the amount of sub-coagulant added by the sub-coagulant addition device 46 in the sub-membrane filtration device 12 are increased.

(3)例えば、サブ膜ろ過装置12におけるサブ凝集剤の添加量を変化させながら、「洗浄後のサブろ過抵抗値」対「サブ膜ろ過装置のろ過量の傾き」を算出し、傾きが小さくなる条件、またはその条件に近づくようにメイン凝集剤添加装置20によるメイン凝集剤の添加量等を制御する。 (3) For example, while changing the amount of sub-flocculant added in the sub-membrane filtration device 12, the "sub-filtration resistance value after cleaning" versus the "slope of the filtration amount of the sub-membrane filtration device" is calculated, and the amount of main flocculant added by the main flocculant addition device 20 is controlled to find the condition that reduces the slope or to approach that condition.

これによって、サブ膜ろ過装置12におけるサブろ過膜のファウリングの発生を早期に検知することができる。サブろ過膜のファウリングの発生を検知した場合にメイン膜ろ過装置10において凝集剤の添加条件を変更すれば、被処理水の性状が変動しても膜のファウリングを抑制することができ、メイン膜ろ過装置10の安定運転が可能となる。メイン膜ろ過装置10とは別にサブ膜ろ過装置12を設けることによって、メイン膜ろ過装置10を停止しなくても凝集剤の添加条件を変更することができ、メイン膜ろ過工程を継続してもよい。これによって、メイン膜ろ過装置10の稼働時間を最大限にすることができる。 This allows early detection of fouling of the sub-filtration membrane in the sub-membrane filtration device 12. If the conditions for adding the coagulant are changed in the main membrane filtration device 10 when the occurrence of fouling of the sub-filtration membrane is detected, membrane fouling can be suppressed even if the properties of the water to be treated fluctuate, enabling stable operation of the main membrane filtration device 10. By providing the sub-membrane filtration device 12 separately from the main membrane filtration device 10, the conditions for adding the coagulant can be changed without stopping the main membrane filtration device 10, and the main membrane filtration process may be continued. This allows the operating time of the main membrane filtration device 10 to be maximized.

サブ膜ろ過装置12におけるサブろ過膜は、例えば、メイン膜ろ過装置10におけるメインろ過膜と同様の膜材質と膜形状と膜孔径とを有し、メインろ過膜よりも膜面積が小さい膜が用いられる。メイン膜ろ過装置10よりも小型のサブ膜ろ過装置12でファウリングを検知すれば、メイン膜ろ過装置10におけるファウリングを早期に予測することができる。 The sub-filtration membrane in the sub-membrane filtration device 12 has, for example, the same membrane material, membrane shape, and membrane pore size as the main filtration membrane in the main membrane filtration device 10, and has a smaller membrane area than the main filtration membrane. If fouling is detected by the sub-membrane filtration device 12, which is smaller than the main membrane filtration device 10, fouling in the main membrane filtration device 10 can be predicted at an early stage.

サブ膜ろ過装置12(サブ膜ろ過工程)において、メイン膜ろ過装置10(メイン膜ろ過工程)よりも高いフラックスで通水することが好ましい。これによって、サブ膜ろ過装置12におけるサブろ過膜のファウリングの発生をより早期に検知することができる。サブろ過膜のファウリングの発生を検知した場合に、メイン膜ろ過装置10において凝集剤の添加条件を変更すれば、被処理水の性状が変動しても膜のファウリングを抑制することができ、メイン膜ろ過装置10の安定運転が可能となる。 In the sub-membrane filtration device 12 (sub-membrane filtration process), it is preferable to pass water at a higher flux than in the main membrane filtration device 10 (main membrane filtration process). This allows the occurrence of fouling of the sub-filtration membrane in the sub-membrane filtration device 12 to be detected earlier. If the conditions for adding the coagulant in the main membrane filtration device 10 are changed when the occurrence of fouling of the sub-filtration membrane is detected, membrane fouling can be suppressed even if the properties of the water to be treated fluctuate, and stable operation of the main membrane filtration device 10 becomes possible.

サブ膜ろ過装置12(サブ膜ろ過工程)におけるフラックスは、メイン膜ろ過装置10(メイン膜ろ過工程)におけるフラックスの例えば2倍~10倍であり、4倍~6倍であることが好ましい。サブ膜ろ過装置12におけるフラックスがメイン膜ろ過装置10におけるフラックスの2倍未満であると、サブろ過膜のファウリングの発生をより早期に検知することできない場合があり、10倍を超えると、ファウリング発生の評価を過剰にしてしまい、予測精度が下がるおそれがある。 The flux in the sub-membrane filtration device 12 (sub-membrane filtration process) is, for example, 2 to 10 times, and preferably 4 to 6 times, the flux in the main membrane filtration device 10 (main membrane filtration process). If the flux in the sub-membrane filtration device 12 is less than twice the flux in the main membrane filtration device 10, it may not be possible to detect the occurrence of fouling in the sub-filtration membrane at an earlier stage, whereas if it exceeds 10 times, the occurrence of fouling may be over-evaluated, resulting in a reduced prediction accuracy.

また、例えば、サブろ過抵抗検知装置14により検知された、サブ膜ろ過装置12におけるろ過抵抗値に基づいて、メイン膜ろ過装置10において行われるメイン凝集剤の添加条件やサブ膜ろ過装置12において行われるサブ凝集剤の添加条件を制御してもよい。例えば、サブ膜ろ過装置12における抵抗上昇の傾向から、メイン膜ろ過工程の凝集剤添加の条件、例えば、凝集剤の種類、添加量等を制御すればよい。これらの制御は手動で行ってもよいし、自動で行ってもよい。 In addition, for example, the conditions for adding the main coagulant in the main membrane filtration device 10 and the conditions for adding the sub-coagulant in the sub-membrane filtration device 12 may be controlled based on the filtration resistance value in the sub-membrane filtration device 12 detected by the sub-filtration resistance detection device 14. For example, the conditions for adding the coagulant in the main membrane filtration process, such as the type of coagulant and the amount added, may be controlled based on the tendency of resistance increase in the sub-membrane filtration device 12. These controls may be performed manually or automatically.

サブろ過抵抗検知装置14としては、サブ膜ろ過装置12におけるろ過抵抗値を検知できるものであればよく、特に制限はないが、例えば、圧力計等の圧力測定手段、流量計等の流量測定手段等が挙げられる。サブろ過抵抗検知装置14としては、圧力計等の圧力測定手段、流量計等の流量測定手段の両方を備えることが好ましい。被処理水の温度依存性を考慮する場合には、温度測定手段として温度計をさらに備えることが好ましい。 The sub-filtration resistance detection device 14 is not particularly limited as long as it can detect the filtration resistance value in the sub-membrane filtration device 12, but examples include a pressure measurement means such as a pressure gauge, and a flow rate measurement means such as a flow meter. It is preferable that the sub-filtration resistance detection device 14 is equipped with both a pressure measurement means such as a pressure gauge, and a flow rate measurement means such as a flow meter. When considering the temperature dependency of the water to be treated, it is preferable to further include a thermometer as a temperature measurement means.

制御装置18は、サブ膜ろ過装置12において分岐被処理水を通水した際の圧力と流量等を測定したデータを記憶し、ろ過抵抗上昇のデータを算出し、これに基づいてメイン膜ろ過装置10におけるメイン凝集剤添加装置20によるメイン凝集剤添加の条件(例えば、メイン凝集剤の種類、添加量等)や、サブ膜ろ過装置12におけるサブ凝集剤添加装置46によるサブ凝集剤添加の条件(例えば、サブ凝集剤の種類、添加量等)を自動で制御してもよい。 The control device 18 may store data measured on the pressure and flow rate, etc., when the branched treated water is passed through the sub-membrane filtration device 12, calculate data on the increase in filtration resistance, and based on this, automatically control the conditions for adding the main coagulant by the main coagulant addition device 20 in the main membrane filtration device 10 (e.g., type of main coagulant, amount added, etc.) and the conditions for adding the sub coagulant by the sub coagulant addition device 46 in the sub-membrane filtration device 12 (e.g., type of sub coagulant, amount added, etc.).

出力部16における出力としては、サブ膜ろ過装置12における膜ろ過の状況を示す表示や音等の視聴覚的に認知可能な警報の他に、膜ろ過の状況に対応するための対応方法、改善提案等が表示されてもよい。出力部16は、例えば、情報を表示、出力することができるものであればよく、特に制限はないが、例えば、液晶ディスプレイ、有機ELディスプレイ等の表示手段である表示装置や、スピーカ等の音声出力手段である音声出力装置等が挙げられる。例えば、警報の方法としては、制御盤のタッチパネル上に表示する、インターネット通信を介して運転員に通知する、監視室等に通知する等が挙げられる。 The output from the output unit 16 may include visually and audiovisually perceptible alarms such as a display or sound indicating the state of membrane filtration in the sub-membrane filtration device 12, as well as methods of dealing with the state of membrane filtration and improvement suggestions. The output unit 16 may be, for example, anything that can display and output information, and is not particularly limited. Examples of the output unit 16 include a display device that is a display means such as a liquid crystal display or an organic EL display, and an audio output device that is an audio output means such as a speaker. For example, the method of issuing an alarm may include displaying on a touch panel of a control panel, notifying an operator via Internet communication, or notifying a monitoring room, etc.

出力部16は、サブ膜ろ過装置12におけるろ過抵抗値が例えばあらかじめ定めた閾値を超えた場合に警報等の出力を出してもよい。警報の閾値は、1つに予め決めてもよいし、段階的、比例的に変化させてもよい。 The output unit 16 may output an alarm or the like when the filtration resistance value in the sub-membrane filtration device 12 exceeds, for example, a predetermined threshold value. The alarm threshold value may be preset to one value, or may be changed in stages or proportionately.

制御装置18は、例えば、プログラムを演算するCPU等の演算手段、プログラムや演算結果を記憶するROMおよびRAM等の記憶手段等を含んで構成されるマイクロコンピュータと電子回路等で構成される。制御装置18は、例えば、サブろ過抵抗検知手段により検知されたろ過抵抗値に基づいて、メイン膜ろ過装置10において行われるメイン凝集剤添加装置20によるメイン凝集剤添加の条件や、サブ膜ろ過装置12において行われるサブ凝集剤添加装置46によるサブ凝集剤添加の条件を制御する機能を有する。制御装置18は、例えば、メイン凝集剤添加装置20またはサブ凝集剤添加装置46における凝集剤の添加に用いられるポンプのオン/オフや流量、バルブの開閉等を調整して、被処理水への凝集剤の添加量を制御する機能を有する。 The control device 18 is composed of a microcomputer and electronic circuits, which include, for example, a calculation means such as a CPU that calculates a program, and storage means such as a ROM and RAM that store the program and the calculation results. The control device 18 has a function to control the conditions of main coagulant addition by the main coagulant addition device 20 in the main membrane filtration device 10 and the conditions of sub-coagulant addition by the sub-coagulant addition device 46 in the sub-membrane filtration device 12, based on the filtration resistance value detected by the sub-filtration resistance detection means. The control device 18 has a function to control the amount of coagulant added to the water to be treated, for example, by adjusting the on/off and flow rate of the pump used to add coagulant in the main coagulant addition device 20 or the sub-coagulant addition device 46, the opening and closing of the valve, etc.

処理対象となる被処理水は、例えば懸濁物、有機物、金属粒子等の無機物等を含む水であり、特に制限はないが、例えば、半導体製造工場、食品工場等から排出される有機物を含む排水が生物処理された(生物処理工程)生物処理水、凝集および固液分離処理(凝集/固液分離処理工程)された固液分離処理水、生物処理された後、その生物処理水について凝集および固液分離処理された固液分離処理水等が挙げられる。生物処理工程、凝集/固液分離処理工程の前後段に他の工程が入って処理された水であってもよい。 The water to be treated is water that contains, for example, suspended solids, organic matter, inorganic matter such as metal particles, and the like. There are no particular limitations on the water to be treated. Examples include biologically treated water (biological treatment process) in which wastewater containing organic matter discharged from semiconductor manufacturing plants, food factories, etc. is biologically treated, solid-liquid separation treated water that has been subjected to coagulation and solid-liquid separation treatment (coagulation/solid-liquid separation treatment process), and solid-liquid separation treated water that has been biologically treated and then coagulated and solid-liquid separation treatment. Water that has been treated through other processes before or after the biological treatment process or coagulation/solid-liquid separation treatment process may also be used.

生物処理は、微生物を用いて、被処理水の処理を行うものであればよく、特に制限はない。凝集および固液分離処理は、ポリ塩化アルミニウム等の無機凝集剤や高分子凝集剤等の凝集剤を用いて、被処理水の凝集処理および固液分離処置を行うものであればよく、特に制限はない。 There are no particular limitations on the biological treatment, so long as it uses microorganisms to treat the water to be treated. There are no particular limitations on the coagulation and solid-liquid separation treatment, so long as it uses a coagulant, such as an inorganic coagulant, such as polyaluminum chloride, or a polymer coagulant, to perform coagulation treatment and solid-liquid separation treatment of the water to be treated.

被処理水の性状が、TOCで示される有機物の含有量が1~50mg/Lの範囲で変動し、またはICP分析法で示される鉄、アルミニウム、マンガン等の金属粒子および溶存金属等の無機物の含有量がそれぞれ0.01~20mg/Lの範囲で変動する水である場合に、本実施形態に係る膜ろ過システムおよび膜ろ過方法が好適に適用される。 The membrane filtration system and membrane filtration method according to this embodiment are suitable for use when the properties of the water to be treated are such that the content of organic matter as indicated by TOC varies in the range of 1 to 50 mg/L, or the content of metal particles such as iron, aluminum, manganese, and other inorganic matter such as dissolved metals as indicated by ICP analysis varies in the range of 0.01 to 20 mg/L.

メインろ過膜、サブろ過膜は、例えば、限外ろ過膜(UF膜)または精密ろ過膜(MF膜)等の除濁膜である。膜の形状は、例えば、中空糸膜等である。 The main filtration membrane and the sub-filtration membrane are, for example, turbidity removing membranes such as ultrafiltration membranes (UF membranes) or microfiltration membranes (MF membranes). The shape of the membrane is, for example, a hollow fiber membrane.

薬品添加逆洗に用いる薬品としては、酸、酸化剤、アルカリ等が挙げられる。酸としては、特に制限はないが、塩酸、硫酸等の無機酸、シュウ酸、クエン酸等の有機酸が挙げられ、薬品添加逆洗のときの回復性等の点から、シュウ酸、クエン酸等の有機酸を用いることが好ましい。 Chemicals used in chemical backwashing include acids, oxidizing agents, and alkalis. There are no particular limitations on the acids, but examples include inorganic acids such as hydrochloric acid and sulfuric acid, and organic acids such as oxalic acid and citric acid. From the standpoint of recovery during chemical backwashing, it is preferable to use organic acids such as oxalic acid and citric acid.

薬品添加逆洗に用いる酸化剤としては、特に制限はないが、次亜塩素酸ナトリウム等の塩素系酸化剤等が挙げられる。 There are no particular limitations on the oxidizing agent used in chemical backwashing, but examples include chlorine-based oxidizing agents such as sodium hypochlorite.

薬品添加逆洗に用いるアルカリとしては、特に制限はないが、比較的安価な水酸化ナトリウム、次亜塩素酸ナトリウム等を用いることが好ましい。 There are no particular restrictions on the alkali used for chemical backwashing, but it is preferable to use relatively inexpensive alkalis such as sodium hydroxide and sodium hypochlorite.

薬品添加逆洗において、必要に応じて酸、アルカリ、酸化剤以外の他の薬品、例えば、界面活性剤等の膜洗浄剤等を使用してもよい。 When backwashing with chemicals, chemicals other than acids, alkalis, and oxidizing agents, such as membrane cleaning agents such as surfactants, may be used as necessary.

<凝集剤添加装置>
本発明の実施形態に係る凝集剤添加装置は、図1、図2に示す、メインろ過膜を用いて被処理水をろ過するメイン膜ろ過装置10の被処理水へメイン凝集剤を添加する凝集剤添加装置である。凝集剤添加装置は、サブろ過膜を用いてメイン膜ろ過装置10の被処理水から分岐された分岐被処理水をろ過するサブ膜ろ過装置12と、メイン膜ろ過装置10の被処理水にメイン凝集剤を添加するメイン凝集剤添加手段として、メイン凝集剤添加装置20と、サブろ過膜のろ過抵抗値を検知するためのサブろ過抵抗検知手段として、サブろ過抵抗検知装置14と、サブろ過抵抗検知装置14により検知されたろ過抵抗値に基づいて、メイン凝集剤添加装置20の条件を制御する制御手段として、制御装置18と、を備える。
<Flocculant Addition Device>
The flocculant addition device according to the embodiment of the present invention is a flocculant addition device that adds a main flocculant to the water to be treated in a main membrane filtration device 10 that filters the water to be treated using a main filtration membrane, as shown in Figures 1 and 2. The flocculant addition device includes a sub-membrane filtration device 12 that filters branched water to be treated branched from the water to be treated in the main membrane filtration device 10 using a sub-filtration membrane, a main flocculant addition device 20 as a main flocculant addition means that adds a main flocculant to the water to be treated in the main membrane filtration device 10, a sub-filtration resistance detection device 14 as a sub-filtration resistance detection means for detecting the filtration resistance value of the sub-filtration membrane, and a control device 18 as a control means for controlling the conditions of the main flocculant addition device 20 based on the filtration resistance value detected by the sub-filtration resistance detection device 14.

図1に示す凝集剤添加装置において、サブ膜ろ過装置12は、メイン凝集剤添加装置20によってメイン凝集剤が添加された被処理水から分岐された分岐被処理水をろ過する装置である。 In the flocculant addition device shown in FIG. 1, the sub-membrane filtration device 12 is a device that filters the branched treated water that is branched off from the treated water to which the main flocculant has been added by the main flocculant addition device 20.

図2に示す凝集剤添加装置において、サブ膜ろ過装置12の分岐被処理水にサブ凝集剤を添加するサブ凝集剤添加手段として、サブ凝集剤添加装置46をさらに備え、サブ膜ろ過装置12は、メイン凝集剤が添加される前の被処理水から分岐され、サブ凝集剤添加装置46によってサブ凝集剤が添加された分岐被処理水をろ過する装置である。 The flocculant addition device shown in FIG. 2 further includes a sub-flocculant addition device 46 as a sub-flocculant addition means for adding a sub-flocculant to the branched treated water of the sub-membrane filtration device 12. The sub-membrane filtration device 12 is a device that filters the branched treated water that is branched from the treated water before the main flocculant is added and to which the sub-flocculant has been added by the sub-flocculant addition device 46.

凝集剤添加装置におけるサブ膜ろ過装置12において、メイン膜ろ過装置10よりも高いフラックスで通水することが好ましい。 It is preferable to pass water through the sub-membrane filtration device 12 in the coagulant addition device at a higher flux than through the main membrane filtration device 10.

<凝集剤添加装置の制御装置>
本発明の実施形態に係る凝集剤添加装置の制御装置は、メインろ過膜を用いて被処理水をろ過するメイン膜ろ過装置10の被処理水へのメイン凝集剤の添加を制御する凝集剤添加装置の制御装置である。凝集剤添加装置は、サブろ過膜を用いてメイン膜ろ過装置10の被処理水から分岐された分岐被処理水をろ過するサブ膜ろ過装置12と、メイン膜ろ過装置10の被処理水にメイン凝集剤を添加するメイン凝集剤添加手段として、メイン凝集剤添加装置20と、サブろ過膜のろ過抵抗値を検知するためのサブろ過抵抗検知手段として、サブろ過抵抗検知装置14と、を備える。凝集剤添加装置の制御装置は、サブろ過抵抗検知装置14により検知されたろ過抵抗値に基づいて、メイン凝集剤添加装置20の条件を制御する制御手段として、制御装置18を備える。
<Control device for flocculant addition device>
The control device of the flocculant addition device according to the embodiment of the present invention is a control device of the flocculant addition device that controls the addition of a main flocculant to the water to be treated of a main membrane filtration device 10 that filters the water to be treated using a main filtration membrane. The flocculant addition device includes a sub-membrane filtration device 12 that filters branched water to be treated branched from the water to be treated of the main membrane filtration device 10 using a sub-filtration membrane, a main flocculant addition device 20 as a main flocculant addition means that adds a main flocculant to the water to be treated of the main membrane filtration device 10, and a sub-filtration resistance detection device 14 as a sub-filtration resistance detection means for detecting the filtration resistance value of the sub-filtration membrane. The control device of the flocculant addition device includes a control device 18 as a control means that controls the conditions of the main flocculant addition device 20 based on the filtration resistance value detected by the sub-filtration resistance detection device 14.

図1に示す凝集剤添加装置の制御装置における凝集剤添加装置において、サブ膜ろ過装置12は、メイン凝集剤添加装置20によってメイン凝集剤が添加された被処理水から分岐された分岐被処理水をろ過する装置である。 In the flocculant addition device in the control device for the flocculant addition device shown in FIG. 1, the sub-membrane filtration device 12 is a device that filters the branched treated water that is branched off from the treated water to which the main flocculant has been added by the main flocculant addition device 20.

図2に示す凝集剤添加装置の制御装置における凝集剤添加装置において、サブ膜ろ過装置12の分岐被処理水にサブ凝集剤を添加するサブ凝集剤添加手段として、サブ凝集剤添加装置46をさらに備え、サブ膜ろ過装置12は、メイン凝集剤が添加される前の被処理水から分岐され、サブ凝集剤添加装置46によってサブ凝集剤が添加された分岐被処理水をろ過する装置である。 The flocculant addition device in the control device for the flocculant addition device shown in FIG. 2 further includes a sub-flocculant addition device 46 as a sub-flocculant addition means for adding a sub-flocculant to the branched treated water of the sub-membrane filtration device 12. The sub-membrane filtration device 12 is a device that filters the branched treated water that is branched from the treated water before the main flocculant is added and to which the sub-flocculant has been added by the sub-flocculant addition device 46.

凝集剤添加装置の制御装置における凝集剤添加装置において、サブ膜ろ過装置12において、メイン膜ろ過装置10よりも高いフラックスで通水することが好ましい。 In the coagulant addition device in the control device of the coagulant addition device, it is preferable to pass water through the sub-membrane filtration device 12 at a higher flux than the main membrane filtration device 10.

1,3 膜ろ過システム、10 メイン膜ろ過装置、12 サブ膜ろ過装置、14 サブろ過抵抗検知装置、16 出力部、18 制御装置、20 メイン凝集剤添加装置、22 処理水槽、24 メイン被処理水配管、26,28 メイン処理水配管、30 メイン逆洗配管、32 メイン逆洗排液配管、34 サブ分岐被処理水配管、36 サブ逆洗配管、38 サブ逆洗排液配管、40 サブ処理水配管、42 メイン凝集剤添加配管、44 サブ凝集剤添加配管、46 サブ凝集剤添加装置。 1, 3 Membrane filtration system, 10 Main membrane filtration device, 12 Sub-membrane filtration device, 14 Sub-filtration resistance detection device, 16 Output section, 18 Control device, 20 Main coagulant addition device, 22 Treated water tank, 24 Main treated water pipe, 26, 28 Main treated water pipe, 30 Main backwash pipe, 32 Main backwash drain pipe, 34 Sub-branched treated water pipe, 36 Sub-backwash pipe, 38 Sub-backwash drain pipe, 40 Sub treated water pipe, 42 Main coagulant addition pipe, 44 Sub-coagulant addition pipe, 46 Sub-coagulant addition device.

Claims (8)

メインろ過膜を用いて被処理水をろ過するメイン膜ろ過装置と、
サブろ過膜を用いて前記メイン膜ろ過装置の被処理水から分岐された分岐被処理水をろ過するサブ膜ろ過装置と、
前記メイン膜ろ過装置の被処理水にメイン凝集剤を添加するメイン凝集剤添加手段と、
前記サブろ過膜のろ過抵抗値を検知するためのサブろ過抵抗検知手段と、
前記サブろ過抵抗検知手段により検知されたろ過抵抗値に基づいて所定の出力を行う出力手段と、
前記サブろ過抵抗検知手段により検知されたろ過抵抗値に基づいて、前記メイン凝集剤添加手段の条件を制御する制御手段と、
前記サブろ過抵抗検知手段によって検知されたろ過抵抗値のデータが保管される記録部と、
を備え
前記記録部に保管されたデータを、教師データとして用いることを特徴とする膜ろ過システム。
A main membrane filtration device that filters the water to be treated using a main filtration membrane;
A sub-membrane filtration device that filters a branched treated water branched from the treated water of the main membrane filtration device using a sub-filtration membrane;
A main flocculant adding means for adding a main flocculant to the water to be treated in the main membrane filtration device;
A sub-filtration resistance detection means for detecting a filtration resistance value of the sub-filtration membrane;
an output means for outputting a predetermined output based on the filtering resistance value detected by the sub filtering resistance detection means;
A control means for controlling the conditions of the main flocculant adding means based on the filtration resistance value detected by the sub filtration resistance detecting means;
A recording unit in which data of the filtering resistance value detected by the sub filtering resistance detection means is stored;
Equipped with
A membrane filtration system characterized in that the data stored in the recording unit is used as teaching data .
請求項1に記載の膜ろ過システムであって、
前記サブ膜ろ過装置は、前記メイン凝集剤添加手段によってメイン凝集剤が添加された被処理水から分岐された分岐被処理水をろ過する装置であることを特徴とする膜ろ過システム。
2. The membrane filtration system of claim 1,
A membrane filtration system characterized in that the sub-membrane filtration device is a device for filtering branched treated water branched off from the treated water to which the main flocculant has been added by the main flocculant adding means.
請求項1に記載の膜ろ過システムであって、
前記サブ膜ろ過装置の分岐被処理水にサブ凝集剤を添加するサブ凝集剤添加手段をさらに備え、
前記サブ膜ろ過装置は、前記メイン凝集剤が添加される前の被処理水から分岐され、前記サブ凝集剤添加手段によってサブ凝集剤が添加された分岐被処理水をろ過する装置であることを特徴とする膜ろ過システム。
2. The membrane filtration system of claim 1,
The sub-membrane filtration apparatus further includes a sub-flocculant adding means for adding a sub-flocculant to the branched treated water of the sub-membrane filtration apparatus,
The sub-membrane filtration device is a membrane filtration system characterized in that it is a device that filters branched treated water that is branched off from the treated water before the main coagulant is added and to which the sub-coagulant has been added by the sub-coagulant adding means.
請求項1~3のいずれか1項に記載の膜ろ過システムであって、
前記サブ膜ろ過装置において、前記メイン膜ろ過装置よりも高いフラックスで通水することを特徴とする膜ろ過システム。
The membrane filtration system according to any one of claims 1 to 3,
A membrane filtration system, characterized in that the sub-membrane filtration device passes water at a higher flux than the main membrane filtration device.
メインろ過膜を用いて被処理水をろ過するメイン膜ろ過工程と、
サブろ過膜を用いて前記メイン膜ろ過工程の被処理水から分岐された分岐被処理水をろ過するサブ膜ろ過工程と、
前記メイン膜ろ過工程の被処理水にメイン凝集剤を添加するメイン凝集剤添加工程と、
前記サブろ過膜のろ過抵抗値を検知するためのサブろ過抵抗検知工程と、
前記サブろ過抵抗検知工程により検知されたろ過抵抗値に基づいて所定の出力を行う出力工程と、
を含み、
前記サブろ過抵抗検知工程により検知されたろ過抵抗値に基づいて、前記メイン凝集剤添加工程の条件を制御し、
前記サブろ過抵抗検知工程によって検知されたろ過抵抗値のデータを、教師データとして用いることを特徴とする膜ろ過方法。
a main membrane filtration process for filtering the water to be treated using a main filtration membrane;
a sub-membrane filtration process for filtering a branched water to be treated that is branched from the water to be treated in the main membrane filtration process using a sub-filtration membrane;
a main flocculant addition step of adding a main flocculant to the water to be treated in the main membrane filtration step;
A sub-filtration resistance detection step for detecting a filtration resistance value of the sub-filtration membrane;
an output step of performing a predetermined output based on the filtering resistance value detected by the sub filtering resistance detection step;
Including,
Controlling conditions of the main flocculant addition step based on the filtration resistance value detected by the sub-filtration resistance detection step;
A membrane filtration method , characterized in that data on the filtration resistance value detected in the sub-filtration resistance detection process is used as teaching data .
メインろ過膜を用いて被処理水をろ過するメイン膜ろ過装置の被処理水へメイン凝集剤を添加する凝集剤添加装置であって、
サブろ過膜を用いて前記メイン膜ろ過装置の被処理水から分岐された分岐被処理水をろ過するサブ膜ろ過装置と、
前記メイン膜ろ過装置の被処理水にメイン凝集剤を添加するメイン凝集剤添加手段と、
前記サブろ過膜のろ過抵抗値を検知するためのサブろ過抵抗検知手段と、
前記サブろ過抵抗検知手段により検知されたろ過抵抗値に基づいて、前記メイン凝集剤添加手段の条件を制御する制御手段と、
前記サブろ過抵抗検知手段によって検知されたろ過抵抗値のデータが保管される記録部と、
を備え
前記記録部に保管されたデータを、教師データとして用いることを特徴とする凝集剤添加装置。
A flocculant addition device that adds a main flocculant to the water to be treated in a main membrane filtration device that filters the water to be treated using a main filtration membrane,
A sub-membrane filtration device that filters a branched treated water branched from the treated water of the main membrane filtration device using a sub-filtration membrane;
A main flocculant adding means for adding a main flocculant to the water to be treated in the main membrane filtration device;
A sub-filtration resistance detection means for detecting a filtration resistance value of the sub-filtration membrane;
A control means for controlling the conditions of the main flocculant adding means based on the filtration resistance value detected by the sub filtration resistance detecting means;
A recording unit in which data of the filtering resistance value detected by the sub filtering resistance detection means is stored;
Equipped with
A flocculant addition device, characterized in that the data stored in the recording unit is used as teaching data .
請求項に記載の凝集剤添加装置であって、
前記サブ膜ろ過装置において、前記メイン膜ろ過装置よりも高いフラックスで通水することを特徴とする凝集剤添加装置。
The flocculant addition device according to claim 6 ,
A coagulant addition device, characterized in that in the sub-membrane filtration device, water is passed through at a higher flux than in the main membrane filtration device.
メインろ過膜を用いて被処理水をろ過するメイン膜ろ過装置の被処理水へのメイン凝集剤の添加を制御する凝集剤添加装置の制御装置であって、
前記凝集剤添加装置は、サブろ過膜を用いて前記メイン膜ろ過装置の被処理水から分岐された分岐被処理水をろ過するサブ膜ろ過装置と、前記メイン膜ろ過装置の被処理水にメイン凝集剤を添加するメイン凝集剤添加手段と、前記サブろ過膜のろ過抵抗値を検知するためのサブろ過抵抗検知手段と、を備え、
前記サブろ過抵抗検知手段により検知されたろ過抵抗値に基づいて、前記メイン凝集剤添加手段の条件を制御する制御手段と、
前記サブろ過抵抗検知手段によって検知されたろ過抵抗値のデータが保管される記録部と、
を備え
前記記録部に保管されたデータを、教師データとして用いることを特徴とする凝集剤添加装置の制御装置。
A control device for a flocculant addition device that controls addition of a main flocculant to water to be treated in a main membrane filtration device that filters the water to be treated using a main filtration membrane,
The coagulant addition device includes a sub-membrane filtration device that uses a sub-filtration membrane to filter branched treated water branched from the treated water of the main membrane filtration device, a main coagulant addition means that adds a main coagulant to the treated water of the main membrane filtration device, and a sub-filtration resistance detection means that detects the filtration resistance value of the sub-filtration membrane,
A control means for controlling the conditions of the main flocculant adding means based on the filtration resistance value detected by the sub filtration resistance detecting means ;
A recording unit in which data of the filtering resistance value detected by the sub filtering resistance detection means is stored;
Equipped with
A control device for a flocculant addition device, characterized in that the data stored in the recording unit is used as teaching data .
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Citations (3)

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Publication number Priority date Publication date Assignee Title
JP2003340245A (en) 2002-05-28 2003-12-02 Ebara Corp Membrane treatment device and washing method therefor
JP2009233511A (en) 2008-03-26 2009-10-15 Toray Ind Inc Method of operating membrane filtration system
JP2015163869A (en) 2014-01-28 2015-09-10 東レ株式会社 Biofilm formation potential evaluation device

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JPH08126882A (en) * 1994-10-28 1996-05-21 Toshiba Corp Operation control device for desalination plant

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JP2003340245A (en) 2002-05-28 2003-12-02 Ebara Corp Membrane treatment device and washing method therefor
JP2009233511A (en) 2008-03-26 2009-10-15 Toray Ind Inc Method of operating membrane filtration system
JP2015163869A (en) 2014-01-28 2015-09-10 東レ株式会社 Biofilm formation potential evaluation device

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