JP6329807B2 - Iron / manganese-containing water treatment apparatus and treatment method - Google Patents

Iron / manganese-containing water treatment apparatus and treatment method Download PDF

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JP6329807B2
JP6329807B2 JP2014081565A JP2014081565A JP6329807B2 JP 6329807 B2 JP6329807 B2 JP 6329807B2 JP 2014081565 A JP2014081565 A JP 2014081565A JP 2014081565 A JP2014081565 A JP 2014081565A JP 6329807 B2 JP6329807 B2 JP 6329807B2
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俊朗 國東
俊朗 國東
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Organo Corp
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Description

本発明は、鉄およびマンガンのうち少なくとも1つを含む鉄/マンガン含有水の処理装置および処理方法に関する。   The present invention relates to a treatment apparatus and treatment method for iron / manganese-containing water containing at least one of iron and manganese.

上水源となる河川水や地下水等には溶解性鉄や溶解性マンガンが含まれている場合がある。このような鉄/マンガン含有水中の溶解性鉄や溶解性マンガンを除去する方法としては、接触マンガン砂ろ過法が知られている。接触マンガン砂ろ過法は、原水をマンガン砂の充填槽中を下向流で通過させる間に、溶解性マンガンを酸化析出させ、マンガン砂に捕捉させる方法である。   River water, groundwater, etc., which are water sources, may contain soluble iron and soluble manganese. As a method for removing soluble iron and soluble manganese in such iron / manganese-containing water, a contact manganese sand filtration method is known. The contact manganese sand filtration method is a method in which soluble manganese is precipitated by oxidation and trapped in manganese sand while raw water is passed through the manganese sand filling tank in a downward flow.

また、鉄/マンガン含有水の高速処理を行う方法として、原水に塩素を添加しながら、酸化マンガン触媒が充填された酸化処理槽に例えば1,000m/日以上の高線速の上向流で通水して、原水中の鉄およびマンガンを酸化析出させ、後段のろ過膜で酸化析出物を除去する方法が知られている(例えば、特許文献1参照)。   In addition, as a method of performing high-speed treatment of iron / manganese-containing water, while adding chlorine to raw water, an upward flow of, for example, 1,000 m / day or more is applied to an oxidation treatment tank filled with a manganese oxide catalyst. A method is known in which iron and manganese in raw water are oxidized and precipitated by passing water, and the oxidized precipitate is removed by a subsequent filtration membrane (see, for example, Patent Document 1).

例えば、図5,6に示す従来の鉄/マンガン含有水処理装置は、原水槽50、酸化処理槽52、膜ろ過装置54、処理水槽56、酸化剤槽58、逆洗排水槽60を備える。図5に示す鉄/マンガン含有水処理装置では、原水槽50からの原水に酸化剤槽58から酸化剤を添加しながら、マンガン砂が充填された酸化処理槽52に下向流で通水する。原水中の鉄およびマンガンを酸化析出させ、マンガン砂で捕捉するとともに、酸化処理槽52から流出した析出物や懸濁物等を後段の膜ろ過装置54で除去する。膜ろ過装置54の膜の洗浄が必要となった場合、処理水槽56に貯留された処理水の少なくとも一部が膜ろ過水出口側から膜ろ過装置54へ供給され、ろ過膜の逆洗が行われる。膜ろ過装置54の逆洗排水は、逆洗排水槽60に貯留され、廃棄される。酸化処理槽52の洗浄には処理水槽56に貯留された処理水を用いる。   For example, the conventional iron / manganese-containing water treatment apparatus shown in FIGS. 5 and 6 includes a raw water tank 50, an oxidation treatment tank 52, a membrane filtration device 54, a treatment water tank 56, an oxidant tank 58, and a backwash drainage tank 60. In the iron / manganese-containing water treatment apparatus shown in FIG. 5, the oxidant is added from the oxidant tank 58 to the raw water from the raw water tank 50, and water is passed downward through the oxidation treatment tank 52 filled with manganese sand. . Iron and manganese in the raw water are oxidized and precipitated and captured by manganese sand, and precipitates and suspensions flowing out from the oxidation treatment tank 52 are removed by a membrane filtration device 54 in the subsequent stage. When the membrane of the membrane filtration device 54 needs to be washed, at least a part of the treated water stored in the treated water tank 56 is supplied to the membrane filtration device 54 from the membrane filtrate outlet side, and the filtration membrane is backwashed. Is called. The backwash drainage of the membrane filtration device 54 is stored in the backwash drainage tank 60 and discarded. For cleaning the oxidation treatment tank 52, treated water stored in the treated water tank 56 is used.

図6に示す鉄/マンガン含有水処理装置では、原水槽50からの原水に酸化剤槽58から酸化剤を添加しながら、例えば1,000m/日以上の高線速の上向流で酸化マンガン触媒充填された酸化処理槽52に上向流で通水する。酸化処理槽52の洗浄には原水槽50からの原水を用いる。酸化処理槽52の洗浄時には酸化マンガン触媒への付着物を取り除くために、平常運転時の線速を超え、例えば2,000〜3,500m/日程度のさらに高線速の上向流として原水槽50からの原水を通水する必要がある。   In the iron / manganese-containing water treatment apparatus shown in FIG. 6, manganese oxide is added at an upward flow of, for example, 1,000 m / day or more while adding an oxidizing agent from the oxidizing agent tank 58 to the raw water from the raw water tank 50. Water is passed upward through the oxidation treatment tank 52 filled with the catalyst. The raw water from the raw water tank 50 is used for cleaning the oxidation treatment tank 52. In order to remove deposits on the manganese oxide catalyst during the cleaning of the oxidation treatment tank 52, the linear velocity exceeds the linear velocity during normal operation, for example, as an upward flow at a higher linear velocity of about 2,000 to 3,500 m / day. It is necessary to pass the raw water from the water tank 50.

図6に示すような方法は、図5に示すような従来型の接触マンガン砂ろ過法に比べて、高線速で原水を通水できるため、設備を小型化することができるうえ、原水中の濁質による閉塞が少ないため、酸化処理槽の洗浄頻度も少なくできるという利点を持つ。   The method as shown in FIG. 6 allows the raw water to pass at a higher linear speed than the conventional contact manganese sand filtration method as shown in FIG. Since there is little blockage due to turbidity, the cleaning frequency of the oxidation treatment tank can be reduced.

しかし、酸化処理槽の洗浄に原水を用い、洗浄排水を廃棄するため、全体として水回収率が下がってしまうという問題がある。水回収率を下げないようにするために、原水を用いて洗浄し、その洗浄排水を捨水せずに後段の膜ろ過装置に通水することも可能だが、その場合、高濁度の洗浄排水が一気に膜に通水されることになり、不可逆的な膜の詰まりを促進する可能性がある。   However, since raw water is used for cleaning the oxidation treatment tank and the cleaning waste water is discarded, there is a problem that the water recovery rate as a whole decreases. In order not to lower the water recovery rate, it is possible to wash with raw water and pass it through the subsequent membrane filtration device without discarding the washing wastewater, but in that case, washing with high turbidity The wastewater is passed through the membrane all at once, which may promote irreversible clogging of the membrane.

特許第3786888号公報Japanese Patent No. 3786888

本発明の目的は、水回収率が高く、膜ろ過装置の安定運転が可能な鉄/マンガン含有水の処理装置および処理方法を提供することにある。   An object of the present invention is to provide a treatment apparatus and a treatment method for iron / manganese-containing water that has a high water recovery rate and can stably operate a membrane filtration apparatus.

本発明は、鉄およびマンガンのうち少なくとも1つを含む鉄/マンガン含有水に酸化剤を添加する酸化剤添加手段と、前記酸化剤が添加された酸化剤添加水を酸化処理する、二酸化マンガンを含む酸化触媒を充填した酸化処理槽と、前記酸化処理した酸化処理水を膜ろ過する膜ろ過装置と、前記膜ろ過装置を逆洗する逆洗手段と、前記膜ろ過装置を逆洗した逆洗排水の少なくとも一部を洗浄水として用いて前記酸化処理槽を洗浄する洗浄手段と、を備え、前記酸化処理槽の洗浄は、洗浄流束が1,200〜3,600m/日の範囲の上向流で行われ鉄/マンガン含有水の処理装置である。 The present invention provides an oxidizing agent adding means for adding an oxidizing agent to iron / manganese-containing water containing at least one of iron and manganese, and manganese dioxide for oxidizing the oxidizing agent-added water to which the oxidizing agent is added. An oxidation treatment tank filled with an oxidation catalyst containing, a membrane filtration device for membrane filtration of the oxidized treatment water, backwashing means for backwashing the membrane filtration device, and backwashing for backwashing the membrane filtration device Cleaning means for cleaning the oxidation treatment tank using at least a part of the waste water as washing water, and the washing of the oxidation treatment tank is performed with a washing flux in the range of 1,200 to 3,600 m / day. Ru place in countercurrent, a processing unit of an iron / manganese-containing water.

また、本発明は、鉄およびマンガンのうち少なくとも1つを含む鉄/マンガン含有水に酸化剤を添加する酸化剤添加工程と、前記酸化剤が添加された酸化剤添加水を、二酸化マンガンを含む酸化触媒を充填した酸化処理槽に通水して酸化処理する酸化処理工程と、前記酸化処理した酸化処理水を膜ろ過装置に通水して膜ろ過する膜ろ過工程と、前記膜ろ過装置を逆洗する逆洗工程と、前記膜ろ過装置を逆洗した逆洗排水の少なくとも一部を洗浄水として用いて前記酸化処理槽を洗浄する洗浄工程と、を含み、前記酸化処理槽の洗浄を、洗浄流束が1,200〜3,600m/日の範囲の上向流で行う、鉄/マンガン含有水の処理方法である。 Moreover, this invention contains manganese dioxide, the oxidizing agent addition process which adds an oxidizing agent to the iron / manganese containing water containing at least 1 among iron and manganese, and the oxidizing agent addition water to which the said oxidizing agent was added An oxidation treatment step of passing water through an oxidation treatment tank filled with an oxidation catalyst to oxidize, a membrane filtration step of passing the oxidized treatment water through a membrane filtration device and performing membrane filtration, and the membrane filtration device a backwashing step of backwashing, seen including and a cleaning step of cleaning the oxidation treatment tank with at least a portion of the backwash waste water backwash the membrane filtration device as washing water, the washing of the oxidation treatment tank Is an iron / manganese-containing water treatment method in which the washing flux is performed in an upward flow in the range of 1,200 to 3,600 m / day .

本発明では、膜ろ過装置を逆洗した逆洗排水を洗浄水として用いて酸化処理槽を洗浄することにより、洗水回収率が高く、膜ろ過装置の安定運転が可能な鉄/マンガン含有水の処理装置および処理方法を提供することができる。   In the present invention, by washing the oxidation treatment tank using backwash wastewater obtained by backwashing the membrane filtration device as washing water, the water containing iron / manganese has a high washing water recovery rate and enables stable operation of the membrane filtration device. The processing apparatus and the processing method can be provided.

本発明の実施形態に係る鉄/マンガン含有水の処理装置の一例を示す概略構成図である。It is a schematic block diagram which shows an example of the processing apparatus of the iron / manganese containing water which concerns on embodiment of this invention. 本発明の実施形態に係る鉄/マンガン含有水の処理装置の他の例を示す概略構成図である。It is a schematic block diagram which shows the other example of the processing apparatus of the iron / manganese containing water which concerns on embodiment of this invention. 本発明の実施形態に係る鉄/マンガン含有水の処理装置の他の例を示す概略構成図である。It is a schematic block diagram which shows the other example of the processing apparatus of the iron / manganese containing water which concerns on embodiment of this invention. 本発明の実施形態に係る鉄/マンガン含有水の処理装置の他の例を示す概略構成図である。It is a schematic block diagram which shows the other example of the processing apparatus of the iron / manganese containing water which concerns on embodiment of this invention. 従来の鉄/マンガン含有水の処理装置の一例を示す概略構成図である。It is a schematic block diagram which shows an example of the conventional iron / manganese containing water processing apparatus. 従来の鉄/マンガン含有水の処理装置の他の例を示す概略構成図である。It is a schematic block diagram which shows the other example of the processing apparatus of the conventional iron / manganese containing water. 実施例1の処理結果を示す図である。It is a figure which shows the processing result of Example 1.

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

本発明の実施形態に係る鉄/マンガン含有水処理装置の一例の概略を図1に示し、その構成について説明する。鉄/マンガン含有水処理装置1は、二酸化マンガンを含む酸化触媒を充填した酸化処理槽12と、膜ろ過装置14とを備える。鉄/マンガン含有水処理装置1は、原水槽10と、処理水槽16とを備えてもよい。   An outline of an example of the iron / manganese-containing water treatment apparatus according to the embodiment of the present invention is shown in FIG. The iron / manganese-containing water treatment device 1 includes an oxidation treatment tank 12 filled with an oxidation catalyst containing manganese dioxide, and a membrane filtration device 14. The iron / manganese-containing water treatment apparatus 1 may include a raw water tank 10 and a treated water tank 16.

図1の鉄/マンガン含有水処理装置1において、原水槽10の入口には原水配管26が接続され、原水槽10の出口と酸化処理槽12の酸化剤添加水入口とはポンプ20を介して原水供給配管28により接続され、酸化処理槽12の出口と膜ろ過装置14の入口とは酸化処理水配管30により接続され、膜ろ過装置14の膜ろ過水出口と処理水槽16の入口とは膜ろ過水配管32により接続され、処理水槽16の処理水出口には処理水配管34が接続されている。また、処理水槽16の逆洗水出口と膜ろ過水配管32の途中とはポンプ24を介して逆洗水配管38により接続され、膜ろ過装置14の逆洗排水出口と酸化処理槽12の洗浄水入口とは逆洗排水配管40により接続され、酸化処理槽12の洗浄排水出口には洗浄排水配管42が接続されている。原水供給配管28のポンプ20の下流側には、酸化剤槽18の出口がポンプ22を介して酸化剤配管36により接続されている。   In the iron / manganese-containing water treatment apparatus 1 of FIG. 1, a raw water pipe 26 is connected to the inlet of the raw water tank 10, and the outlet of the raw water tank 10 and the oxidizing agent added water inlet of the oxidation treatment tank 12 are connected via a pump 20. The raw water supply pipe 28 is connected, the outlet of the oxidation treatment tank 12 and the inlet of the membrane filtration device 14 are connected by the oxidation treatment water pipe 30, and the membrane filtrate outlet of the membrane filtration device 14 and the inlet of the treatment water tank 16 are membranes. A treated water pipe 34 is connected to the treated water outlet of the treated water tank 16. Further, the backwash water outlet of the treatment water tank 16 and the middle of the membrane filtration water pipe 32 are connected by a backwash water pipe 38 via the pump 24, and the backwash drainage outlet of the membrane filtration apparatus 14 and the washing of the oxidation treatment tank 12 are performed. The water inlet is connected by a backwash drain pipe 40, and a cleaning drain pipe 42 is connected to the cleaning drain outlet of the oxidation treatment tank 12. The outlet of the oxidant tank 18 is connected to the downstream side of the pump 20 of the raw water supply pipe 28 by an oxidant pipe 36 via the pump 22.

本実施形態に係る鉄/マンガン含有水処理方法および鉄/マンガン含有水処理装置1の動作について説明する。   The operation of the iron / manganese-containing water treatment method and the iron / manganese-containing water treatment apparatus 1 according to the present embodiment will be described.

原水である、鉄およびマンガンのうち少なくとも1つを含む鉄/マンガン含有水は、原水配管26を通して、必要に応じて原水槽10に貯留される。鉄/マンガン含有水は、ポンプ20によって原水供給配管28を通して酸化処理槽12に送液されるが、原水供給配管28の途中において酸化剤槽18から酸化剤がポンプ22によって酸化剤配管36を通して鉄/マンガン含有水に添加され(酸化剤添加工程)、酸化剤添加水として酸化処理槽12に送液される。本実施形態では、酸化剤槽18、ポンプ22および酸化剤配管36が酸化剤添加手段として機能する。   Iron / manganese-containing water containing at least one of iron and manganese, which is raw water, is stored in the raw water tank 10 through the raw water pipe 26 as necessary. The iron / manganese-containing water is sent to the oxidation treatment tank 12 through the raw water supply pipe 28 by the pump 20, and in the middle of the raw water supply pipe 28, the oxidant from the oxidant tank 18 passes through the oxidant pipe 36 by the pump 22. / Addition to manganese-containing water (oxidizing agent adding step), and sent to the oxidation treatment tank 12 as oxidizing agent added water. In the present embodiment, the oxidant tank 18, the pump 22, and the oxidant pipe 36 function as oxidant addition means.

酸化処理槽12において、酸化剤添加水は上向流で通水され、充填された二酸化マンガンを含む酸化触媒により酸化処理される(酸化処理工程)。鉄/マンガン含有水に酸化剤が添加されながら、二酸化マンガンを含む酸化触媒が充填された酸化処理槽12に通水されることにより、溶存鉄および溶存マンガンが酸化析出される。   In the oxidation treatment tank 12, the oxidant-added water is passed in an upward flow and is oxidized by an oxidation catalyst containing filled manganese dioxide (oxidation treatment step). While the oxidizing agent is added to the iron / manganese-containing water, water is passed through the oxidation treatment tank 12 filled with the oxidation catalyst containing manganese dioxide, so that dissolved iron and dissolved manganese are oxidized and precipitated.

酸化処理された酸化処理水は、酸化処理槽12の出口から酸化処理水配管30を通して膜ろ過装置14へ送液され、膜ろ過装置14において、酸化析出された析出物が膜ろ過される(膜ろ過工程)。   Oxidized oxidized water is fed from the outlet of the oxidation treatment tank 12 to the membrane filtration device 14 through the oxidation treated water pipe 30, and the oxidized precipitate is subjected to membrane filtration in the membrane filtration device 14 (membrane). Filtration step).

膜ろ過装置14の膜ろ過水は、膜ろ過水配管32を通して処理水槽16へ送液され、貯留される。処理水槽16に貯留された処理水の所定の量が処理水配管34を通して排出される。   The membrane filtrate of the membrane filtration device 14 is sent to the treated water tank 16 through the membrane filtrate pipe 32 and stored. A predetermined amount of treated water stored in the treated water tank 16 is discharged through the treated water pipe 34.

膜ろ過装置14の膜の洗浄が必要となった場合、処理水槽16に貯留された処理水の少なくとも一部がポンプ24によって逆洗水配管38を通して膜ろ過水出口側から膜ろ過装置14へ供給され、ろ過膜の逆洗が行われる(逆洗工程)。本実施形態では、処理水槽16、ポンプ24および逆洗水配管38が逆洗手段として機能する。   When it is necessary to clean the membrane of the membrane filtration device 14, at least a part of the treated water stored in the treatment water tank 16 is supplied from the membrane filtration water outlet side to the membrane filtration device 14 through the backwash water pipe 38 by the pump 24. Then, the membrane is backwashed (backwashing step). In the present embodiment, the treated water tank 16, the pump 24, and the backwash water pipe 38 function as backwashing means.

膜ろ過装置14の逆洗排水の少なくとも一部は、膜ろ過装置14の逆洗排水出口から逆洗排水配管40を通して、洗浄水として酸化処理槽12の洗浄水入口から供給され、酸化処理槽12において洗浄水が上向流で通水され、酸化処理槽12が洗浄される(洗浄工程)。逆洗排水の残りは逆洗排水配管40の途中から排出されてもよい。酸化処理槽12の洗浄排水は、洗浄排水配管42を通して排出される。   At least a part of the backwash drainage of the membrane filtration device 14 is supplied from the backwash drainage pipe 40 of the membrane filtration device 14 through the backwash drainage pipe 40 as wash water from the wash water inlet of the oxidation treatment bath 12. In FIG. 2, the cleaning water is passed in an upward flow, and the oxidation treatment tank 12 is cleaned (cleaning process). The remainder of the backwash drainage may be discharged from the middle of the backwash drainage pipe 40. The washing waste water in the oxidation treatment tank 12 is discharged through the washing drain pipe 42.

本実施形態に係る鉄/マンガン含有水処理装置1では、鉄/マンガン含有水に酸化剤を添加しながら、二酸化マンガンを含む酸化触媒の充填槽に通水することにより溶存鉄および溶存マンガンを酸化析出させ、その酸化処理水を膜ろ過する方法において、酸化処理槽12の洗浄水として膜ろ過装置14の逆洗排水を利用する。このように、膜ろ過装置14を逆洗した逆洗排水の少なくとも一部を洗浄水として用いて酸化処理槽12を洗浄することにより、従来型システムと比べ、より水回収率が高く、膜の安定運転が可能な鉄/マンガン含有水の処理装置が実現可能となる。   In the iron / manganese-containing water treatment apparatus 1 according to the present embodiment, dissolved iron and dissolved manganese are oxidized by passing water through an oxidation catalyst-containing tank containing manganese dioxide while adding an oxidizing agent to the iron / manganese-containing water. In the method of depositing and subjecting the oxidized water to membrane filtration, the backwash waste water of the membrane filtration device 14 is used as the washing water for the oxidation treatment tank 12. In this way, by washing the oxidation treatment tank 12 using at least a part of the backwash waste water that backwashed the membrane filtration device 14 as wash water, the water recovery rate is higher than that of the conventional system, An iron / manganese-containing water treatment apparatus capable of stable operation can be realized.

膜ろ過装置14の逆洗排水には一般的に原水の20倍程度の濁質が含まれることになるが、酸化処理槽12の洗浄流束を1,200〜3,600m/日程度にすれば、それら濁質は酸化処理槽12にほとんど捕捉されることなく、系外に排出可能であるので、洗浄効果に関しては、洗浄水として膜ろ過水や原水を使用した場合と比べて、何ら遜色はない。   The backwash wastewater from the membrane filtration device 14 generally contains about 20 times as much turbidity as the raw water, but the cleaning flux of the oxidation treatment tank 12 is set to about 1,200 to 3,600 m / day. For example, these turbid substances are hardly trapped in the oxidation treatment tank 12 and can be discharged out of the system. Therefore, the cleaning effect is inferior to the case where membrane filtrate water or raw water is used as the cleaning water. There is no.

酸化処理槽12の洗浄流束が1,200m/日未満では、濁質が酸化処理槽12に捕捉される場合があり、3,600m/日を超える流速は、酸化処理槽12の槽高が高くなりすぎるため現実的ではない。酸化処理槽12の洗浄流束は、1,800m/日以上3,000m/日未満の範囲であることがより好ましい。   When the cleaning flux of the oxidation treatment tank 12 is less than 1,200 m / day, turbidity may be trapped in the oxidation treatment tank 12, and the flow rate exceeding 3,600 m / day is the tank height of the oxidation treatment tank 12. Unrealistic because it gets too high. The cleaning flux of the oxidation treatment tank 12 is more preferably in the range of 1,800 m / day or more and less than 3,000 m / day.

また、酸化処理槽12の洗浄排水は、膜ろ過装置14の逆洗排水と比較して、高濃度となるため、排水処理が行いやすくなるという利点もある。さらに、上記特許文献1に記載の運転方法では、酸化処理槽12の洗通水と洗浄をどちらも原水ポンプで行うため、ポンプ容量を洗浄用に合わせて高揚程のものとし、さらに流量調整用のインバータを設置し、その都度流量を合わせる等、制御が複雑となるが、本実施形態の方法ではそのようにしなくてもよい。   Moreover, since the washing | cleaning waste_water | drain of the oxidation treatment tank 12 becomes a high density | concentration compared with the backwashing waste_water | drain of the membrane filtration apparatus 14, there also exists an advantage that drainage processing becomes easy. Furthermore, in the operation method described in Patent Document 1, since both the flushing water and the washing of the oxidation treatment tank 12 are performed by the raw water pump, the pump capacity is set to a high head according to the washing, and the flow rate is adjusted. However, in the method of this embodiment, it is not necessary to do so.

処理対象となる鉄/マンガン含有水は、鉄およびマンガンのうち少なくとも1つを含み、少なくともマンガンを含むことが好ましく、通常は鉄およびマンガンの両方を含む。鉄/マンガン含有水中の溶解性鉄の含有量は、例えば0.1〜10mg/Lの範囲であり、溶解性マンガンの含有量は、例えば0.01〜5mg/Lの範囲である。   The iron / manganese-containing water to be treated contains at least one of iron and manganese, preferably contains at least manganese, and usually contains both iron and manganese. The content of soluble iron in the iron / manganese-containing water is, for example, in the range of 0.1 to 10 mg / L, and the content of soluble manganese is, for example, in the range of 0.01 to 5 mg / L.

処理対象となる鉄/マンガン含有水としては、例えば、河川水、地下水、湖沼水等が挙げられる。   Examples of the iron / manganese-containing water to be treated include river water, groundwater, lake water, and the like.

酸化剤としては、次亜塩素酸ナトリウム、さらし粉、過マンガン酸カリウム、二酸化塩素等が挙げられ、ランニングコスト、汎用性等の点から、次亜塩素酸ナトリウムが好ましい。   Examples of the oxidizing agent include sodium hypochlorite, bleached powder, potassium permanganate, chlorine dioxide and the like, and sodium hypochlorite is preferable from the viewpoint of running cost, versatility and the like.

酸化剤の添加量は、例えば、鉄/マンガン含有水中の溶解性鉄に対しては、鉄の含有量1モルに対して0.5モル以上2モル以下の範囲、溶解性マンガンに対しては、マンガン含有量1モルに対して1モル以上4モル以下の範囲である。酸化剤の添加量が上記の値未満であると、反応が不十分となる場合があり、過剰に入れすぎると、コスト面で不利となる上に、トリハロメタン生成量が増大する場合がある。   The amount of oxidant added is, for example, in the range of 0.5 mol to 2 mol with respect to 1 mol of iron for soluble iron in iron / manganese-containing water, The range is from 1 mol to 4 mol with respect to 1 mol of manganese content. If the addition amount of the oxidizing agent is less than the above value, the reaction may be insufficient. If it is excessively added, the cost may be disadvantageous and the amount of trihalomethane generated may increase.

二酸化マンガンを含む酸化触媒としては、例えば、二酸化マンガンが粒状、固形状となった酸化触媒や、マンガン砂等が挙げられる。また、二酸化マンガンとしては、特に制限はなく、α型、β型、ε型、γ型、λ型、δ型およびR型の結晶構造を有する二酸化マンガンが挙げられ、これらのうち、反応性等の点から、β型の結晶構造を有する二酸化マンガンが好ましい。   Examples of the oxidation catalyst containing manganese dioxide include an oxidation catalyst in which manganese dioxide is granular and solid, manganese sand, and the like. Further, the manganese dioxide is not particularly limited, and examples thereof include manganese dioxide having α-type, β-type, ε-type, γ-type, λ-type, δ-type, and R-type crystal structures. From this point, manganese dioxide having a β-type crystal structure is preferable.

二酸化マンガンを含む酸化触媒の密度は、2.8g/cm以上であることが好ましい。二酸化マンガンを含む酸化触媒の密度が2.8g/cm未満であると、高速で通水した場合に触媒が展開し、酸化処理槽12の槽高が高くなる場合がある。 The density of the oxidation catalyst containing manganese dioxide is preferably 2.8 g / cm 3 or more. When the density of the oxidation catalyst containing manganese dioxide is less than 2.8 g / cm 3 , the catalyst develops when water is passed at high speed, and the tank height of the oxidation treatment tank 12 may increase.

二酸化マンガンを含む酸化触媒の粒径は、0.4mm〜2.0mmの範囲であることが好ましい。二酸化マンガンを含む酸化触媒の粒径が0.4mm未満であると、触媒の展開率が上がり、粒径の小さいものが流出する場合があり、2.0mmを超えると、触媒表面積が減り、反応効率が低下する場合がある。   The particle diameter of the oxidation catalyst containing manganese dioxide is preferably in the range of 0.4 mm to 2.0 mm. If the particle size of the oxidation catalyst containing manganese dioxide is less than 0.4 mm, the rate of expansion of the catalyst may increase, and particles having a small particle size may flow out. Efficiency may be reduced.

酸化処理槽12における上向流による通水流速は、例えば、1,000m/日〜3,600m/日の範囲の高線速であり、1,200m/日〜2,400m/日の範囲であることが好ましい。酸化処理槽12における上向流による通水流速が1,000m/日未満であると、触媒が略均一に流動せず、片流れが生じる場合があり、3,600m/日を超えると、触媒の展開率が上がり、酸化処理槽12の槽高が高くなる場合がある。   The water flow velocity by the upward flow in the oxidation treatment tank 12 is, for example, a high linear velocity in the range of 1,000 m / day to 3,600 m / day, and in the range of 1,200 m / day to 2,400 m / day. Preferably there is. If the water flow rate due to the upward flow in the oxidation treatment tank 12 is less than 1,000 m / day, the catalyst may not flow substantially uniformly, and a single flow may occur. If it exceeds 3,600 m / day, There are cases where the expansion rate is increased and the tank height of the oxidation treatment tank 12 is increased.

酸化処理槽12における反応温度は、例えば、1℃〜50℃の範囲である。   The reaction temperature in the oxidation treatment tank 12 is, for example, in the range of 1 ° C to 50 ° C.

膜ろ過装置14において用いるろ過膜は、酸化析出された析出物をろ過できるものであればよく、特に制限はないが、例えば、UF膜、MF膜等が挙げられ、二酸化マンガンを含む酸化触媒から剥離した微細なマンガン粒子(例えば、0.1μm未満)等を除去できる等の点から、UF膜が好ましい。   The filtration membrane used in the membrane filtration device 14 is not particularly limited as long as it can filter the precipitate that has been oxidized and precipitated, and examples thereof include a UF membrane and an MF membrane. A UF membrane is preferable from the viewpoint that fine manganese particles (for example, less than 0.1 μm) and the like that have been peeled can be removed.

本実施形態に係る鉄/マンガン含有水処理装置の他の例の概略を図2に示す。鉄/マンガン含有水処理装置3は、逆洗排水配管40の途中に逆洗排水槽44が設置され、逆洗排水槽44の出口側の逆洗排水配管40の途中にポンプ46が設置されている以外は、図1の鉄/マンガン含有水処理装置1と同じ構成である。   FIG. 2 shows an outline of another example of the iron / manganese-containing water treatment apparatus according to this embodiment. The iron / manganese-containing water treatment device 3 has a backwash drainage tank 44 installed in the middle of the backwash drainage pipe 40, and a pump 46 installed in the middle of the backwash drainage pipe 40 on the outlet side of the backwash drainage tank 44. Except for this, it is the same structure as the iron / manganese containing water treatment apparatus 1 of FIG.

図2の鉄/マンガン含有水処理装置3において、膜ろ過装置14の逆洗排水の少なくとも一部は、膜ろ過装置14の逆洗排水出口から逆洗排水配管40を通して逆洗排水槽44に貯留される。逆洗排水槽44に貯留された逆洗排水の少なくとも一部は、洗浄水として酸化処理槽12の洗浄水入口から供給され、酸化処理槽12において洗浄水が上向流で通水され、酸化処理槽12が洗浄される(洗浄工程)。酸化処理槽12の洗浄排水は、洗浄排水配管42を通して排出される。   In the iron / manganese-containing water treatment device 3 of FIG. 2, at least part of the backwash drainage of the membrane filtration device 14 is stored in the backwash drainage tank 44 through the backwash drainage pipe 40 from the backwash drainage outlet of the membrane filtration device 14. Is done. At least a part of the backwash drainage stored in the backwash drain 44 is supplied as wash water from the wash water inlet of the oxidation treatment tank 12, and the wash water is passed upward in the oxidation treatment tank 12 to oxidize. The processing tank 12 is cleaned (cleaning process). The washing waste water in the oxidation treatment tank 12 is discharged through the washing drain pipe 42.

図1に示す鉄/マンガン含有水処理装置1は、図2に示す鉄/マンガン含有水処理装置3に比べて、コンパクトなシステムとなる点で有利であり、また、ポンプ46が不要となる点で装置コストやランニングコストにおいても有利である。一方、図2に示す鉄/マンガン含有水処理装置3では、逆洗排水槽44に逆洗排水を一旦貯留するため、逆洗排水中の濁質が沈殿しやすくなるため、逆洗排水の水質がより良好となるという利点がある。   The iron / manganese-containing water treatment apparatus 1 shown in FIG. 1 is advantageous in that it is a more compact system than the iron / manganese-containing water treatment apparatus 3 shown in FIG. 2, and the pump 46 is unnecessary. This is advantageous in terms of equipment cost and running cost. On the other hand, in the iron / manganese-containing water treatment device 3 shown in FIG. 2, since the backwash wastewater is temporarily stored in the backwash drainage tank 44, the turbidity in the backwash wastewater is likely to settle. There is an advantage that becomes better.

本実施形態に係る鉄/マンガン含有水処理方法および処理装置においては、上記の通り、酸化処理槽12を例えば1,000m/日以上の高線速の上向流で鉄/マンガン含有水を通水させるが、もちろん酸化処理槽中を下向流で鉄/マンガン含有水を通水させる従来型の接触マンガン砂ろ過法への適用も可能である。   In the iron / manganese-containing water treatment method and treatment apparatus according to the present embodiment, as described above, the iron / manganese-containing water is passed through the oxidation treatment tank 12 at a high linear velocity of, for example, 1,000 m / day or more. Of course, it can be applied to a conventional contact manganese sand filtration method in which iron / manganese-containing water is passed through the oxidation treatment tank in a downward flow.

本実施形態に係る鉄/マンガン含有水処理装置の他の例の概略を図3に示す。鉄/マンガン含有水処理装置5は、酸化処理槽12において、酸化剤添加水は下向流で通水され、充填された二酸化マンガンを含む酸化触媒により酸化処理される構成となっている以外は、図1の鉄/マンガン含有水処理装置1と同じ構成である。   FIG. 3 shows an outline of another example of the iron / manganese-containing water treatment apparatus according to this embodiment. The iron / manganese-containing water treatment device 5 is configured such that, in the oxidation treatment tank 12, the oxidant-added water is passed in a downward flow and is oxidized by an oxidation catalyst containing filled manganese dioxide. 1 is the same configuration as the iron / manganese-containing water treatment apparatus 1 of FIG.

本実施形態に係る鉄/マンガン含有水処理装置の他の例の概略を図4に示す。鉄/マンガン含有水処理装置7は、逆洗排水配管40の途中に逆洗排水槽44が設置され、逆洗排水槽44の出口側の逆洗排水配管40の途中にポンプ46が設置されている以外は、図3の鉄/マンガン含有水処理装置5と同じ構成である。   FIG. 4 shows an outline of another example of the iron / manganese-containing water treatment apparatus according to this embodiment. In the iron / manganese-containing water treatment device 7, a backwash drainage tank 44 is installed in the middle of the backwash drainage pipe 40, and a pump 46 is installed in the middle of the backwash drainage pipe 40 on the outlet side of the backwash drainage tank 44. The structure is the same as that of the iron / manganese-containing water treatment device 5 of FIG.

酸化処理槽12における下向流による通水流速は、例えば、120m/日〜720m/日の範囲であり、140m/日〜360m/日の範囲であることが好ましい。酸化処理槽12における下向流による通水流速が120m/日未満であると、装置が大きくなってしまう場合があり、720m/日を超えると、すぐに濁質が詰まり通水不能になる場合がある。   The water flow velocity by the downward flow in the oxidation treatment tank 12 is, for example, in the range of 120 m / day to 720 m / day, and preferably in the range of 140 m / day to 360 m / day. If the water flow velocity due to the downward flow in the oxidation treatment tank 12 is less than 120 m / day, the device may become large, and if it exceeds 720 m / day, the turbidity becomes clogged and the water cannot pass through immediately. There is.

本実施形態に係る鉄/マンガン含有水処理装置および処理方法は、例えば、浄水処理場、地下水の用水処理等において好適に適用可能である。   The iron / manganese-containing water treatment apparatus and treatment method according to the present embodiment can be suitably applied in, for example, a water purification plant, groundwater use water treatment, and the like.

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

<実施例1>
図2に記載の鉄/マンガン含有水処理装置を用いて、鉄/マンガン含有水の処理を行った。そして、実際の膜ろ過装置の逆洗排水(濁度25度、355度)を用い、酸化処理槽に異なる線速で上向流で通水して洗浄した場合の洗浄排水の濁度を、積分球式濁度計(日本電色工業株式会社製、WA2000型)を用いて測定した。二酸化マンガンを含む酸化触媒として、有効径0.5mm、密度4.0g/cmのβ型の結晶構造を有する二酸化マンガン触媒粒子を用いた。ろ過膜としては、PVC製UF膜を用いた。結果を図7に示す。
<Example 1>
The iron / manganese-containing water treatment apparatus described in FIG. 2 was used to treat iron / manganese-containing water. And, using the backwash wastewater (turbidity 25 degrees, 355 degrees) of the actual membrane filtration device, the turbidity of the washing wastewater when washed by passing water in an upward flow at different linear speeds to the oxidation treatment tank, The measurement was performed using an integrating sphere turbidimeter (manufactured by Nippon Denshoku Industries Co., Ltd., WA2000 type). As an oxidation catalyst containing manganese dioxide, manganese dioxide catalyst particles having a β-type crystal structure with an effective diameter of 0.5 mm and a density of 4.0 g / cm 3 were used. As the filtration membrane, a PVC UF membrane was used. The results are shown in FIG.

洗浄流束1,000m/日では、洗浄水(膜ろ過装置の逆洗排水)の濁度が25度の場合も355度の場合も、洗浄水中の濁質が酸化処理槽内にやや蓄積されていく結果となった。一方、洗浄流束1,200m/日〜3,600m/日の範囲では、洗浄水がほとんどそのまま洗浄排水として流出していく結果となり、膜ろ過装置の逆洗排水が酸化処理槽の洗浄水として、遜色なく使用できることがわかった。   At a cleaning flux of 1,000 m / day, the turbidity in the cleaning water is slightly accumulated in the oxidation treatment tank regardless of whether the turbidity of the cleaning water (backwash waste water from the membrane filtration device) is 25 degrees or 355 degrees. As a result. On the other hand, in the cleaning flux range of 1,200 m / day to 3,600 m / day, the cleaning water almost flows out as it is as cleaning wastewater, and the backwash wastewater from the membrane filtration device is used as the cleaning water for the oxidation treatment tank. It was found that it can be used without inferiority.

図2に記載の鉄/マンガン含有水処理装置を用いて処理した原水である鉄/マンガン含有水のマンガン濃度、および処理水のマンガン濃度をそれぞれ測定した。測定は、IPC質量分析計(株式会社パーキンエルマー製、NexION)を用いた。結果を表1に示す。   The manganese concentration of iron / manganese-containing water, which is the raw water treated using the iron / manganese-containing water treatment apparatus shown in FIG. 2, and the manganese concentration of the treated water were measured. An IPC mass spectrometer (manufactured by PerkinElmer, Inc., NexION) was used for the measurement. The results are shown in Table 1.

また、図2に記載の鉄/マンガン含有水処理装置を用いて洗浄間隔を1日、2日、3日、4日と変更して処理した場合の、処理した原水に対する処理水の回収率を算出した結果を表2に示す。   Moreover, the recovery rate of the treated water with respect to the treated raw water when the cleaning interval is changed to 1 day, 2 days, 3 days, and 4 days using the iron / manganese-containing water treatment device shown in FIG. The calculated results are shown in Table 2.

<比較例1>
図6に記載の鉄/マンガン含有水処理装置を用いて、鉄/マンガン含有水の処理を行った。図6に記載の鉄/マンガン含有水処理装置は、図2に記載の鉄/マンガン含有水処理装置と同様に、原水槽50、酸化処理槽52、膜ろ過装置54、処理水槽56、酸化剤槽58、逆洗排水槽60を備えるが、酸化処理槽52の洗浄水として、原水槽50の原水を用い、洗浄排水は廃棄した。
<Comparative Example 1>
The iron / manganese-containing water treatment apparatus shown in FIG. 6 was used to treat iron / manganese-containing water. The iron / manganese-containing water treatment apparatus shown in FIG. 6 is a raw water tank 50, an oxidation treatment tank 52, a membrane filtration device 54, a treatment water tank 56, and an oxidant, similarly to the iron / manganese-containing water treatment apparatus shown in FIG. Although the tank 58 and the backwash drainage tank 60 were provided, the raw water of the raw water tank 50 was used as the cleaning water for the oxidation treatment tank 52, and the cleaning drainage was discarded.

図6に記載の鉄/マンガン含有水処理装置を用いて処理した原水である鉄/マンガン含有水のマンガン濃度、および処理水のマンガン濃度をそれぞれ測定した。結果を表1に示す。また、図6に記載の鉄/マンガン含有水処理装置を用いて処理した場合の、処理した原水に対する処理水の回収率を算出した結果を表2に示す。   The manganese concentration of iron / manganese-containing water, which is the raw water treated using the iron / manganese-containing water treatment apparatus shown in FIG. 6, and the manganese concentration of the treated water were measured. The results are shown in Table 1. Table 2 shows the results of calculating the recovery rate of the treated water with respect to the treated raw water when treated with the iron / manganese-containing water treatment device shown in FIG.

実施例1および比較例1ではいずれも処理水のマンガン濃度を低下させることができた。比較例1では酸化処理槽の洗浄水として原水を用い、洗浄排水を廃棄したため、回収率が低下した。一方、実施例1では、膜ろ過装置を逆洗した逆洗排水を洗浄水として用いて酸化処理槽を洗浄したため、回収率が高かった。   In both Example 1 and Comparative Example 1, the manganese concentration of the treated water could be reduced. In Comparative Example 1, the raw water was used as the cleaning water for the oxidation treatment tank, and the cleaning wastewater was discarded. On the other hand, in Example 1, since the oxidation treatment tank was washed using the backwash waste water obtained by backwashing the membrane filtration device as wash water, the recovery rate was high.

このように、実施例1の鉄/マンガン含有水処理装置では、水回収率が高く、膜ろ過装置の安定運転が可能となった。   As described above, the iron / manganese-containing water treatment device of Example 1 has a high water recovery rate, and the membrane filtration device can be stably operated.

1,3,5,7 鉄/マンガン含有水処理装置、10,50 原水槽、12,52 酸化処理槽、14,54 膜ろ過装置、16,56 処理水槽、18,58 酸化剤槽、20,22,24,46 ポンプ、26 原水配管、28 原水供給配管、30 酸化処理水配管、32 膜ろ過水配管、34 処理水配管、36 酸化剤配管、38 逆洗水配管、40 逆洗排水配管、42 洗浄排水配管、44,60 逆洗排水槽。   1,3,5,7 Iron / manganese-containing water treatment apparatus, 10,50 raw water tank, 12,52 oxidation treatment tank, 14,54 membrane filtration device, 16,56 treatment water tank, 18,58 oxidizer tank, 20, 22, 24, 46 Pump, 26 Raw water piping, 28 Raw water supply piping, 30 Oxidized water piping, 32 Membrane filtered water piping, 34 Treated water piping, 36 Oxidant piping, 38 Backwash water piping, 40 Backwash drainage piping, 42 Cleaning drainage pipes, 44, 60 Backwash drainage tanks.

Claims (2)

鉄およびマンガンのうち少なくとも1つを含む鉄/マンガン含有水に酸化剤を添加する酸化剤添加手段と、
前記酸化剤が添加された酸化剤添加水を酸化処理する、二酸化マンガンを含む酸化触媒を充填した酸化処理槽と、
前記酸化処理した酸化処理水を膜ろ過する膜ろ過装置と、
前記膜ろ過装置を逆洗する逆洗手段と、
前記膜ろ過装置を逆洗した逆洗排水の少なくとも一部を洗浄水として用いて前記酸化処理槽を洗浄する洗浄手段と、
を備え
前記酸化処理槽の洗浄は、洗浄流束が1,200〜3,600m/日の範囲の上向流で行われることを特徴とする鉄/マンガン含有水の処理装置。
An oxidizing agent adding means for adding an oxidizing agent to iron / manganese-containing water containing at least one of iron and manganese;
An oxidation treatment tank filled with an oxidation catalyst containing manganese dioxide, which oxidizes the oxidant-added water to which the oxidant is added;
A membrane filtration device for membrane filtration of the oxidized treated water;
Backwashing means for backwashing the membrane filtration device;
Cleaning means for cleaning the oxidation treatment tank using at least a part of the backwash waste water that backwashed the membrane filtration device as cleaning water,
Equipped with a,
The cleaning of the oxidation processing tank cleaning flux 1,200~3,600M / day processor iron / manganese-containing water is performed in up-flow, characterized in Rukoto ranging.
鉄およびマンガンのうち少なくとも1つを含む鉄/マンガン含有水に酸化剤を添加する酸化剤添加工程と、
前記酸化剤が添加された酸化剤添加水を、二酸化マンガンを含む酸化触媒を充填した酸化処理槽に通水して酸化処理する酸化処理工程と、
前記酸化処理した酸化処理水を膜ろ過装置に通水して膜ろ過する膜ろ過工程と、
前記膜ろ過装置を逆洗する逆洗工程と、
前記膜ろ過装置を逆洗した逆洗排水の少なくとも一部を洗浄水として用いて前記酸化処理槽を洗浄する洗浄工程と、
を含み、
前記酸化処理槽の洗浄を、洗浄流束が1,200〜3,600m/日の範囲の上向流で行うことを特徴とする鉄/マンガン含有水の処理方法。
An oxidizing agent adding step of adding an oxidizing agent to iron / manganese-containing water containing at least one of iron and manganese;
An oxidation treatment step in which the oxidant-added water to which the oxidant has been added is passed through an oxidation treatment tank filled with an oxidation catalyst containing manganese dioxide to oxidize, and
A membrane filtration step of passing the oxidized treated water through a membrane filtration device and performing membrane filtration;
Backwashing step of backwashing the membrane filtration device;
A washing step of washing the oxidation treatment tank using at least a part of the backwash waste water that backwashed the membrane filtration device as washing water;
Only including,
A method for treating iron / manganese-containing water, wherein the washing of the oxidation treatment tank is performed in an upward flow with a washing flux in the range of 1,200 to 3,600 m / day .
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