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JP7597141B2 - Batch type concentrator - Google Patents
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JP7597141B2 - Batch type concentrator - Google Patents

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JP7597141B2
JP7597141B2 JP2023050164A JP2023050164A JP7597141B2 JP 7597141 B2 JP7597141 B2 JP 7597141B2 JP 2023050164 A JP2023050164 A JP 2023050164A JP 2023050164 A JP2023050164 A JP 2023050164A JP 7597141 B2 JP7597141 B2 JP 7597141B2
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reverse osmosis
osmosis membrane
raw water
back pressure
water tank
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JP2024139289A (en
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一輝 石井
高明 中馬
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Kurita Water Industries Ltd
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D61/00Processes of separation using semi-permeable membranes, e.g. dialysis, osmosis or ultrafiltration; Apparatus, accessories or auxiliary operations specially adapted therefor
    • B01D61/02Reverse osmosis; Hyperfiltration ; Nanofiltration
    • B01D61/12Controlling or regulating
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/44Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
    • 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/124Water desalination
    • Y02A20/131Reverse-osmosis

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Water Supply & Treatment (AREA)
  • Nanotechnology (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Organic Chemistry (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)

Description

本発明は、逆浸透膜装置(RO装置)を用いた回分式濃縮装置に関する。 The present invention relates to a batch-type concentration device that uses a reverse osmosis membrane device (RO device).

被処理水を回分式に濃縮する回分式濃縮装置として、特許文献1に、複数の逆浸透膜モジュールを直列に接続し、汚染水タンク内の汚染水を順次に逆浸透膜モジュールに通水し、最終段の逆浸透膜モジュールからの濃縮水を汚染水タンクに返送し、各段の逆浸透膜モジュールの透過水を取り出すようにした濾過処理装置が記載されている。 As a batch-type concentration device that batch-type concentrates water to be treated, Patent Document 1 describes a filtration treatment device in which multiple reverse osmosis membrane modules are connected in series, contaminated water in a contaminated water tank is passed through the reverse osmosis membrane modules in sequence, concentrated water from the final reverse osmosis membrane module is returned to the contaminated water tank, and permeated water from each reverse osmosis membrane module is taken out.

特開2019-126767号公報JP 2019-126767 A

直列に配置した膜モジュールに対し高線速の流速で通水した場合、モジュール差圧が大きくなり、後段モジュールの有効圧力が低下する。すなわち、被処理水の水圧は、上流側の逆浸透モジュールの方が高く、下流側の逆浸透膜モジュールの方が低くなる。そのため、下流側の逆浸透膜モジュールの方が、膜面が汚れで詰まりやすくなるとともに、有効圧力の低下による除去率の低下を招く。特に、廃液を回分濃縮する場合においては、濃縮に伴い廃液の浸透圧が増加することで、濃縮到達時の膜にかかる有効圧力は運転初期と比べて小さくなり、有効圧力の低下によって除去率がさらに低下する。そのため、濃縮に伴い透過水水質が悪化する。 When water is passed through membrane modules arranged in series at a high linear flow rate, the module differential pressure increases, and the effective pressure of the downstream module decreases. In other words, the water pressure of the water to be treated is higher in the upstream reverse osmosis module and lower in the downstream reverse osmosis membrane module. As a result, the membrane surface of the downstream reverse osmosis membrane module is more likely to become clogged with dirt, and the reduction in effective pressure leads to a decrease in the removal rate. In particular, when wastewater is concentrated in batches, the osmotic pressure of the wastewater increases as it is concentrated, so the effective pressure on the membrane when it reaches the concentration level is smaller than at the beginning of operation, and the reduction in effective pressure further reduces the removal rate. As a result, the quality of the permeate water deteriorates as it is concentrated.

また、高濃度のSS(懸濁固形物)を含む排水を循環処理する場合においては、配管やバルブ(例えば背圧制御バルブ)内においてSSが滞留しないような構造を有することが望ましい。 In addition, when circulating wastewater containing high concentrations of suspended solids (SS), it is desirable to have a structure that prevents SS from remaining in the piping and valves (e.g., back pressure control valves).

本発明は、濃縮水ラインに設けられた背圧をかけるための背圧制御バルブにおける閉塞を防止することができる回分式濃縮装置を提供することを課題とする。 The objective of the present invention is to provide a batch concentration device that can prevent clogging of the back pressure control valve for applying back pressure to the concentrated water line.

本発明は、以下を要旨とする。 The gist of the present invention is as follows:

[1] 原水槽と、該原水槽内の水が通水される逆浸透膜装置と、該逆浸透膜装置からの濃縮水を該原水槽に返送する濃縮水ラインと、該濃縮水ラインに設けられた背圧制御バルブとを有する回分式濃縮装置において、
該濃縮水ラインの該制御バルブの上流側にオリフィスを設置したことを特徴とする回分式濃縮装置。
[1] A batch type concentration apparatus having a raw water tank, a reverse osmosis membrane device through which water in the raw water tank is passed, a concentrated water line that returns concentrated water from the reverse osmosis membrane device to the raw water tank, and a back pressure control valve provided on the concentrated water line,
a control valve for controlling the concentration of the concentrated water from the batchwise concentration of the water;

[2] 前記オリフィスを2~5段設けた、[1]の回分式濃縮装置。 [2] A batch concentrator according to [1], having 2 to 5 stages of the orifices.

[3] 前記逆浸透膜装置を直列に2~5段設置した、[1]又は[2]の回分式濃縮装置。 [3] A batch-type concentrator according to [1] or [2], in which the reverse osmosis membrane devices are arranged in series in 2 to 5 stages.

本発明の回分式濃縮装置は、濃縮水ラインに設けたバルブの上流側にオリフィスを備えているので、背圧制御バルブの弁リフトを過度に小さくすることなく、RO装置に十分に背圧をかけることができる。このように背圧制御バルブの弁リフトを過度に小さくすることが不要であるので、背圧制御バルブの閉塞が防止される。複数のバルブを用いることで単段のバルブを設けることよりも弁リフトを過度に小さくすることを抑制する方法もあるが、オリフィスを用いることの方が開度100%のバルブと捉えることができるため、バルブを複数もうけることよりもオリフィスを設けることの方が望ましい。 The batch type concentration apparatus of the present invention is provided with an orifice upstream of the valve installed in the concentrated water line, so that sufficient back pressure can be applied to the RO apparatus without excessively reducing the valve lift of the back pressure control valve. In this way, there is no need to excessively reduce the valve lift of the back pressure control valve, so clogging of the back pressure control valve is prevented. Although there is a method of suppressing excessively small valve lift by using multiple valves rather than providing a single stage valve, using an orifice can be considered as a valve with a 100% opening, so providing an orifice is preferable to providing multiple valves.

実施の形態に係る回分式濃縮装置の構成を示すフロー図である。FIG. 2 is a flow diagram showing the configuration of a batch-type concentrating apparatus according to an embodiment.

以下、図面を参照して実施の形態について説明する。 The following describes the embodiment with reference to the drawings.

原水(被処理水)は、配管1から原水槽2に導入され、原水槽2内に所定量の原水が貯留される。 Raw water (water to be treated) is introduced into raw water tank 2 through pipe 1, and a predetermined amount of raw water is stored in raw water tank 2.

原水槽2内の水は、底部の配管3からバルブ4を経てポンプ5により送出され、バルブ6及び配管7を介して第1の逆浸透膜装置(以下、RO装置ということがある。)11に供給される。 The water in the raw water tank 2 is pumped by pump 5 through piping 3 at the bottom, valve 4, and supplied to the first reverse osmosis membrane device (hereinafter sometimes referred to as RO device) 11 via valve 6 and piping 7.

第1のRO装置の濃縮水は配管11aを介して第2のRO装置12に供給され、第2のRO装置12の濃縮水は配管12aを介して第3のRO装置13に供給され、第3のRO装置13の濃縮水は配管13aを介して第4のRO装置14に供給される。第4のRO装置14の濃縮水は、配管15、オリフィス16、背圧制御バルブ17及び配管18を介して原水槽2に送水される。 The concentrated water from the first RO device is supplied to the second RO device 12 via pipe 11a, the concentrated water from the second RO device 12 is supplied to the third RO device 13 via pipe 12a, and the concentrated water from the third RO device 13 is supplied to the fourth RO device 14 via pipe 13a. The concentrated water from the fourth RO device 14 is sent to the raw water tank 2 via pipe 15, orifice 16, back pressure control valve 17, and pipe 18.

背圧制御バルブ17としては、ピストン式、ダイヤフラム式など各種のものが利用可能である。また、図1には示していないが、RO装置の最後段(図1では第4のRO装置14)の濃縮水とオリフィス16との間、及びオリフィス16と背圧制御バルブ17の間、に圧力計を設置し、圧力管理または閉塞箇所の特定(オリフィスと背圧制御バルブのいずれか)することも可能である。
Various types of back pressure control valves, such as a piston type or a diaphragm type, can be used as the back pressure control valve 17. Although not shown in Fig. 1, pressure gauges can be installed between the concentrated water in the last stage of the RO device (the fourth RO device 14 in Fig. 1) and the orifice 16, and between the orifice 16 and the back pressure control valve 17, to manage the pressure or identify the location of blockage (either the orifice or the back pressure control valve).

この実施の形態では、オリフィス16が2段に設置されているが、1段又は3段以上(最大で5段程度)であってもよい。5段以上になると逆浸透膜の最後尾及びオリフィスと制御バルブの間に設置の圧力計から読み取った、オリフィス間の圧力管理が煩雑となることから1~3段であることが望ましい。オリフィスとしては市販のオリフィスを用いることができるが、流路を絞る機能を有していればよく、特に限定されない。濃縮水中に粒径が10mmを超える懸濁物質が含まれる場合には、パンチングメタルのような流入防止部材を設けてもよい。 In this embodiment, the orifices 16 are installed in two stages, but they may be installed in one stage or three stages or more (up to about five stages). If there are five stages or more, it becomes complicated to manage the pressure between the orifices, as read from the pressure gauge installed at the end of the reverse osmosis membrane and between the orifice and the control valve, so one to three stages are preferable. As the orifice, a commercially available orifice can be used, but it is not particularly limited as long as it has the function of narrowing the flow path. If the concentrated water contains suspended solids with a particle size exceeding 10 mm, an inflow prevention member such as punched metal may be provided.

各RO装置11~14のRO膜を透過した透過水は、各透過水配管11b、12b、13b、14bと合流透過水配管20を介して透過水槽21に導入される。透過水槽21内の透過水は、バルブ22及び配管23を介して取り出される。 The permeated water that has permeated the RO membranes of each of the RO devices 11 to 14 is introduced into the permeated water tank 21 via the permeated water pipes 11b, 12b, 13b, and 14b and the merging permeated water pipe 20. The permeated water in the permeated water tank 21 is removed via the valve 22 and pipe 23.

前記配管3からは配管8が分岐しており、該配管8にバルブ9が設けられている。バルブ9は原水槽2内から水(例えば、濃縮処理済みの液)を排出するときだけ開とされ、その他のときはバルブ9は閉とされている。 Pipe 8 branches off from pipe 3, and valve 9 is provided on pipe 8. Valve 9 is opened only when water (e.g., concentrated liquid) is discharged from raw water tank 2, and is otherwise closed.

逆浸透膜の材質には、酢酸セルロース、芳香族ポリアミド、ポリアクリロニトル、複合膜などがあり、いずれのものも用いることができるが、原水が油分や界面活性剤を含む場合には、酢酸セルロースであることが望ましい。また逆浸透膜モジュールには管状型(チューブラー型)、ディスク型、平膜型、中空糸型、スパイラル型などがあり、いずれでもよい。なお、膜線流速が高く設定できる逆浸透膜としては、チューブラー型やディスク型があげられる。 Reverse osmosis membranes can be made of any of the following materials: cellulose acetate, aromatic polyamide, polyacrylonitrile, and composite membranes. However, when the raw water contains oil or surfactants, cellulose acetate is preferable. Reverse osmosis membrane modules can be of any type: tubular, disk, flat membrane, hollow fiber, and spiral. Examples of reverse osmosis membranes that can be set to a high membrane linear flow rate include tubular and disk types.

この回分式濃縮装置においては、原水槽2に所定量の原水を貯留させた後、バルブ4、6を開とし、ポンプ5を作動させる。原水槽2内の水は、配管3、7を介して第1~第4RO装置11~14に順次に通水され、第4RO装置14からの濃縮水が配管15、オリフィス16、背圧制御バルブ17及び配管18を介して原水槽2に返送される。透過水は透過水配管11b~14b,20及び透過水槽21へ取り出される。 In this batch type concentration apparatus, after a predetermined amount of raw water is stored in the raw water tank 2, valves 4 and 6 are opened and pump 5 is operated. The water in the raw water tank 2 is passed through pipes 3 and 7 in order to the first to fourth RO devices 11 to 14, and concentrated water from the fourth RO device 14 is returned to the raw water tank 2 through pipe 15, orifice 16, back pressure control valve 17, and pipe 18. The permeated water is taken out to the permeated water pipes 11b to 14b, 20 and the permeated water tank 21.

この実施の形態では、オリフィス16を設けているので、背圧制御バルブ17の弁リフトを過度に小さくすることなく、RO装置14を含む各RO装置11~14に十分に背圧をかけることができる。そのため、背圧制御バルブ17の閉塞を防止することができる。 In this embodiment, since the orifice 16 is provided, sufficient back pressure can be applied to each of the RO devices 11 to 14, including the RO device 14, without excessively reducing the valve lift of the back pressure control valve 17. This makes it possible to prevent the back pressure control valve 17 from becoming clogged.

本発明では、処理対象とする原水は、特に限定されない。本発明は、CMPスラリー廃液、含油廃水など従来の回分式濃縮装置では処理が容易でなかった廃水も処理することができる。 In the present invention, there is no particular limitation on the raw water to be treated. The present invention can also treat wastewater that was difficult to treat using conventional batch-type concentrators, such as CMP slurry wastewater and oil-containing wastewater.

本発明では、RO濃縮水が、界面活性剤濃度1500mg/L以上、SS濃度14000mg/L以上、CODmn濃度10000mg/L以上となる場合であっても十分に処理することができる。 In the present invention, RO concentrated water can be sufficiently treated even when the surfactant concentration is 1500 mg/L or more, the SS concentration is 14000 mg/L or more, and the CODmn concentration is 10000 mg/L or more.

2 原水槽
11~14 逆浸透膜装置
16 オリフィス
17 背圧制御バルブ
21 透過水槽
2 raw water tank 11-14 reverse osmosis membrane device 16 orifice 17 back pressure control valve 21 permeated water tank

Claims (3)

原水が導入される原水槽と、該原水槽内の水が通水される逆浸透膜装置と、該逆浸透膜装置からの濃縮水を該原水槽に返送する濃縮水ラインと、該濃縮水ラインに設けられた背圧制御バルブとを有する回分式濃縮装置において、
前記原水がCMPスラリー廃液又は含油廃水であり、
該濃縮水ラインの該背圧制御バルブの上流側にオリフィスを設置した回分式濃縮装置であって、
前記逆浸透膜装置からの濃縮水を前記原水槽に返送する前記濃縮水ラインにおける該逆浸透膜装置と前記オリフィスとの間、及び前記オリフィスと前記背圧制御バルブとの間に圧力計を設置したことを特徴とする回分式濃縮装置。
A batch type concentration apparatus having a raw water tank into which raw water is introduced , a reverse osmosis membrane device through which water in the raw water tank is passed, a concentrated water line for returning concentrated water from the reverse osmosis membrane device to the raw water tank, and a back pressure control valve provided on the concentrated water line,
The raw water is a CMP slurry wastewater or an oil-containing wastewater,
A batch type concentration apparatus having an orifice installed on the concentrated water line upstream of the back pressure control valve,
a pressure gauge disposed in the concentrated water line for returning concentrated water from the reverse osmosis membrane device to the raw water tank, between the reverse osmosis membrane device and the orifice, and between the orifice and the back pressure control valve .
前記オリフィスを2~5段設けた、請求項1の回分式濃縮装置。 The batch concentrator of claim 1, in which the orifices are provided in 2 to 5 stages. 前記逆浸透膜装置を直列に2~5段設置した、請求項1又は2の回分式濃縮装置。 The batch concentrator of claim 1 or 2, in which the reverse osmosis membrane devices are installed in series in 2 to 5 stages.
JP2023050164A 2023-03-27 2023-03-27 Batch type concentrator Active JP7597141B2 (en)

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TW113109411A TW202446470A (en) 2023-03-27 2024-03-14 Batch Concentrator

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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016128142A (en) 2015-01-09 2016-07-14 東レ株式会社 Method to improve the rejection rate of semipermeable membrane
JP2019126767A (en) 2018-01-24 2019-08-01 ダイセン・メンブレン・システムズ株式会社 Filtration treatment apparatus for contaminated water containing resin component and operational method thereof

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1043552A (en) * 1996-08-08 1998-02-17 Nitto Denko Corp Membrane separation device and control method of operating pressure
US20170216774A1 (en) * 2016-01-29 2017-08-03 Massachusetts Institute Of Technology Batch Pressure-Driven Membrane Liquid Separation Using A Pressure Exchanger for Efficiency

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016128142A (en) 2015-01-09 2016-07-14 東レ株式会社 Method to improve the rejection rate of semipermeable membrane
JP2019126767A (en) 2018-01-24 2019-08-01 ダイセン・メンブレン・システムズ株式会社 Filtration treatment apparatus for contaminated water containing resin component and operational method thereof

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