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WO2018159561A1 - Reverse osmosis treatment device and reverse osmosis treatment method - Google Patents

Reverse osmosis treatment device and reverse osmosis treatment method Download PDF

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Publication number
WO2018159561A1
WO2018159561A1 PCT/JP2018/007048 JP2018007048W WO2018159561A1 WO 2018159561 A1 WO2018159561 A1 WO 2018159561A1 JP 2018007048 W JP2018007048 W JP 2018007048W WO 2018159561 A1 WO2018159561 A1 WO 2018159561A1
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WIPO (PCT)
Prior art keywords
reverse osmosis
pipe
water
treated
pump
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Ceased
Application number
PCT/JP2018/007048
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French (fr)
Japanese (ja)
Inventor
康司 福▲崎▼
真人 大西
吉川 慎一
秀治 山田
光太郎 北村
泰堂 近藤
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Hitachi Ltd
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Hitachi Ltd
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Publication date
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Publication of WO2018159561A1 publication Critical patent/WO2018159561A1/en
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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
    • B01D61/04Feed pretreatment
    • 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
    • B01D61/06Energy recovery
    • 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
    • B01D61/58Multistep processes
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D65/00Accessories or auxiliary operations, in general, for separation processes or apparatus using semi-permeable membranes
    • B01D65/02Membrane cleaning or sterilisation ; Membrane regeneration
    • B01D65/06Membrane cleaning or sterilisation ; Membrane regeneration with special washing compositions
    • 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
    • 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
    • C02F1/50Treatment of water, waste water, or sewage by addition or application of a germicide or by oligodynamic treatment
    • 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

Definitions

  • the present invention relates to a reverse osmosis treatment apparatus for desalting brine such as seawater by reverse osmosis and a reverse osmosis treatment method using the same.
  • Reverse osmosis treatment equipment that desalinates brine by reverse osmosis is used in various fields such as desalination of seawater, reuse of wastewater, and production of pure water.
  • a typical example of the reverse osmosis treatment apparatus includes a cylindrical reverse osmosis membrane module.
  • This type of reverse osmosis membrane module includes a plurality of reverse osmosis membrane elements that support a reverse osmosis membrane inside a cylindrical pressure vessel.
  • the reverse osmosis membrane element provided in the cylindrical reverse osmosis membrane module has a structure in which a reverse osmosis membrane is wound in a spiral shape around a water collection pipe.
  • a plurality of reverse osmosis membrane elements are usually housed in a pressure vessel and used in a state of being arranged in series.
  • Such reverse osmosis membrane modules constitute a bank by being connected in parallel through one or a plurality of pipes.
  • a bank of reverse osmosis membrane modules forms a membrane unit by being connected in series through one or a plurality of pipes.
  • reverse osmosis treatment equipment is provided with a plurality of membrane units.
  • the reverse osmosis membrane module performs reverse osmosis treatment of the water to be treated flowing into the pressure vessel by a cross flow filtration method, and separates it into permeated water in which ions are reduced and concentrated water in which ions are concentrated.
  • the concentrated water concentrated on the primary side of the reverse osmosis membrane by reverse osmosis is discharged from the other end of the pressure vessel.
  • the permeated water that has permeated the secondary side of the reverse osmosis membrane is collected inside the water collection pipe and taken out of the reverse osmosis membrane module.
  • the reverse osmosis membrane provided in the reverse osmosis membrane module may be clogged by organic substances contained in the water to be treated, inorganic substances deposited as scales, and the like. If the pores of the reverse osmosis membrane are clogged, the amount of water produced and the removal rate will decrease, and if it is severe, breakthrough will occur, so periodic cleaning and replacement are necessary.
  • biofouling becomes a major problem, making it difficult to continue stable reverse osmosis treatment. Therefore, when reverse osmosis treatment is performed on water to be treated in which microorganisms are likely to propagate, measures for preventing microbial contamination are essential.
  • pretreatment using a chemical having a bactericidal action is generally performed.
  • Chemicals such as sodium hypochlorite are added to the water to be treated upstream of the reverse osmosis membrane, and such pretreatment prevents the growth of microorganisms in the piping and reverse osmosis membrane module through which the water to be treated flows.
  • a general reverse osmosis membrane is made of polyamide or the like and deteriorates by reacting with a chemical containing free chlorine. Therefore, normally, after adding chemicals such as sodium hypochlorite to the water to be treated, a reducing agent such as sodium bisulfite is added downstream, and neutralized before the chemical reaches the reverse osmosis membrane. Yes.
  • the reverse osmosis treatment apparatus there is an integrated type in which a seawater treatment system for reverse osmosis treatment of seawater and a wastewater treatment system for reverse osmosis treatment of wastewater such as sewage treated water are available.
  • seawater is diluted with concentrated water separated by reverse osmosis treatment of wastewater, and the seawater that has been diluted to lower the osmotic pressure is subjected to reverse osmosis treatment.
  • Patent Document 1 describes a technique for effectively utilizing a bactericide and a neutralizing agent to be injected and to suppress troubles due to biofilm formation in integrated reverse osmosis treatment.
  • Reverse osmosis membrane fouling occurs not only when the microbial membrane grows on the membrane surface, but also when the microbial membrane grows by adhering to a pipe upstream of the reverse osmosis membrane and flows into the reverse osmosis membrane module from the pipe Sometimes.
  • the reverse osmosis membrane is quickly replaced when the deterioration has progressed, but the piping associated with the reverse osmosis treatment apparatus is often continued without being replaced. For this reason, pipes are often a source of contamination of reverse osmosis membranes, and there is a current situation that pipes are regularly cleaned to prevent fouling due to inflow from the pipes.
  • an object of the present invention is to provide a reverse osmosis treatment apparatus and a reverse osmosis treatment method capable of continuing the reverse osmosis treatment even when the pipe attached to the apparatus is washed.
  • a reverse osmosis treatment apparatus includes a membrane unit in which one or a plurality of reverse osmosis membrane modules for performing reverse osmosis treatment of treated water, and the reverse treatment of the treated water. At least one part of the supply path for supplying the osmosis membrane module and the discharge path for discharging the concentrated water separated by the reverse osmosis treatment from the reverse osmosis membrane module are arranged in parallel.
  • Each of the pipes has an inlet valve capable of closing an inlet of the pipe and an outlet valve capable of closing an outlet of the pipe, and an intermediate between the inlet and the outlet.
  • a chemical washing pipe capable of supplying chemical washing water for washing the pipe is connected to the section.
  • the reverse osmosis treatment method includes a membrane unit in which one or a plurality of reverse osmosis membrane modules for performing reverse osmosis treatment on treated water is provided, and supplies the treated water to the reverse osmosis membrane module. And at least one part of the supply path for discharging the concentrated water separated by the reverse osmosis treatment from the reverse osmosis membrane module is configured by a plurality of pipes arranged in parallel.
  • each of the pipes is connected to a chemical washing pipe capable of supplying chemical washing water for washing the pipe at an intermediate portion between the inlet and the outlet.
  • the reverse osmosis treatment apparatus 1 includes a membrane unit 100 that performs reverse osmosis treatment on water to be treated.
  • the membrane unit 100 includes one or a plurality of reverse osmosis membrane modules.
  • the membrane unit 100 is configured by connecting one or more banks of reverse osmosis membrane modules in series via a pipe.
  • a bank is a series in which one or a plurality of reverse osmosis membrane modules are connected in parallel via a pipe.
  • the reverse osmosis treatment apparatus 1 desalinates the water to be treated by reverse osmosis to produce desalted water with reduced concentrations of ions and salts.
  • water to be treated for example, salt water such as seawater, associated water, brackish water, fossil water, groundwater, surface water is supplied to the apparatus.
  • the reverse osmosis treatment device 1 is used by being connected to various pumps, various pretreatment devices and the like necessary for reverse osmosis treatment or pretreatment of water to be treated.
  • the reverse osmosis treatment apparatus 1 can be used for applications such as seawater desalination, wastewater reuse, pure water production, and the like.
  • FIG. 2 is a cross-sectional view showing an example of the structure of the reverse osmosis membrane module.
  • the reverse osmosis membrane module M includes a pressure vessel 5 and a reverse osmosis membrane element 6.
  • the pressure vessel 5 has a substantially cylindrical shape, and has an introduction port 5a at one end and a lead-out port 5b at the other end.
  • One or more reverse osmosis membrane elements 6 are accommodated in the pressure vessel 5.
  • the reverse osmosis membrane element 6 includes a reverse osmosis membrane 7 and is arranged in series inside the pressure vessel 5. In FIG. 2, a total of five reverse osmosis membrane elements 6 are arranged.
  • the number of reverse osmosis membrane elements 6 is appropriately determined according to the specifications of the reverse osmosis membrane module, the concentration rate of the reverse osmosis treatment, and the like.
  • FIG. 3 is a perspective view showing an example of the structure of the reverse osmosis membrane element.
  • the reverse osmosis membrane element 6 is configured by arranging a membrane laminate 6 a on which a reverse osmosis membrane 7 is stacked around a water collection pipe 8.
  • the membrane laminate 6 a is formed of a plurality of bag-like reverse osmosis membranes 7 and mesh-like spacers 9 that are radially joined to the peripheral surface of the water collecting pipe 8 and spirally wound around the water collecting pipe 8. Is formed.
  • the reverse osmosis membrane 7 is joined to the water collection pipe 8 so that the inside of the bag body communicates with the through hole 8 a of the water collection pipe 8.
  • the outer shape of the reverse osmosis membrane 7 is maintained by interposing a spacer 9 between the inside of the bag and between the reverse osmosis membranes 7.
  • the water to be treated that has been pressurized to the osmotic pressure or higher is introduced into the pressure vessel 5 through the introduction port 5a. And while the to-be-processed water flows through the inside of the pressure vessel 5 along a longitudinal direction, a reverse osmosis process is performed by the reverse osmosis membrane 7 by a crossflow filtration system. Thereafter, the concentrated water concentrated on the primary side of the reverse osmosis membrane 7 by the reverse osmosis treatment is discharged from the pressure vessel 5 through the outlet port 5b. On the other hand, the permeated water that has permeated the secondary side of the reverse osmosis membrane 7 is collected in the water collection pipe 8 and discharged from the end.
  • the membrane unit 100 includes a supply path for supplying the water to be treated to the reverse osmosis membrane module of the membrane unit 100, and the permeated water separated by the reverse osmosis treatment.
  • a recovery path for recovering from the reverse osmosis membrane module and a discharge path for discharging the concentrated water separated by the reverse osmosis treatment from the reverse osmosis membrane module of the membrane unit 100 are used in a connected state.
  • the reverse osmosis treatment apparatus 1 is separated by a supply path for supplying water to be treated to the reverse osmosis membrane module of the membrane unit 100 and reverse osmosis treatment as shown in FIGS. 1A and 1B.
  • a supply path for supplying water to be treated to the reverse osmosis membrane module of the membrane unit 100 and reverse osmosis treatment as shown in FIGS. 1A and 1B.
  • the discharge paths for discharging the concentrated water from the reverse osmosis membrane module of the membrane unit 100 at least one part is constituted by a plurality of pipes (110, 210) arranged in parallel. .
  • FIG. 1A shows an example in which multiplexed pipes (110, 210) are arranged in a supply path of water to be treated.
  • FIG. 1B has shown the example which has arrange
  • the pipes communicating with the primary side of the reverse osmosis membrane (7) are multiplexed, and the redundant flow path series is provided, so that the multiplexed pipes (110, 210) are provided. Among them, some piping can be washed and the reverse osmosis treatment can be continued with the remaining piping.
  • FIG. 1A and FIG. 1B an example in which the multiplexed pipes are composed of two pipes of the first pipe 110 and the second pipe 210 is shown, but the number of multiplexed pipes is two or more. It is possible to use an appropriate number.
  • each of the multiplexed pipes includes an inlet valve (V11, V21) capable of closing the inlet of the pipe itself and an outlet capable of closing the outlet of the pipe itself. And valves (V12, V22).
  • the first pipe 110 has a first inlet valve V11 and a first outlet valve V12.
  • the second pipe 210 has a second inlet valve V21 and a second outlet valve V22.
  • the multiplexed individual pipes are configured such that the flow of water to be treated is blocked by closing the inlets and outlets of the pipes with valves. By closing with the valve, the inside of the pipe itself is isolated from the water to be treated supplied for the reverse osmosis treatment.
  • each of the multiplexed pipes (110, 210) has a chemical washing pipe (120, 210) through which chemical washing water for washing the pipe itself can flow in an intermediate portion between the inlet and the outlet of the pipe. 220, 140, 240) are connected.
  • the chemical washing pipes (120, 220, 140, 240) As the chemical washing pipes (120, 220, 140, 240), the first chemical washing pipe 120 for the first pipe, the second chemical washing pipe 140 for the first pipe, A total of four pipes, a first chemical washing pipe 220 for the second pipe and a second chemical washing pipe 240 for the second pipe, are provided.
  • the first chemical wash pipe 120 (V13, V14) is provided in the first chemical wash pipe 120 for the first pipe and the first chemical wash pipe 220 for the second pipe, respectively.
  • the second chemical wash pipe 140 for the first pipe and the second chemical wash pipe 240 for the second pipe are provided with second chemical wash pipe valves (V23, V24), respectively. .
  • the first chemical wash pipe 120 for the first pipe and the first chemical wash pipe 220 for the second pipe are pipes (110, 210) having one end multiplexed.
  • Each outlet side (downstream side of the water to be treated) is connected upstream of the outlet valves (V12, V22).
  • the other end is connected to a common chemical washing apparatus U.
  • the second chemical wash pipe 140 for the first pipe and the second chemical wash pipe 240 for the second pipe have one end on each inlet side of the multiplexed pipes (110, 210) ( The upstream side of the water to be treated is connected downstream of the inlet valves (V11, V21).
  • the other end is connected to a common chemical washing apparatus U.
  • FIGS. 4A and 4B are diagrams showing an example of the configuration of the chemical washing apparatus.
  • the chemical washing apparatus U passes the chemical washing water tank 310 for temporarily storing the chemical washing water and the pipes (110, 210) multiplexed with the chemical washing water.
  • a chemical washing pump 320 for watering and a filter 330 for filtering the chemical washing water to remove contaminated substances after washing can be configured.
  • the chemical washing apparatus U includes a chemical washing water tank 310, a chemical washing pump 320, a filter 330, and the like in series via a pipe through which chemical washing water can flow, and one end is a first chemical for the first pipe.
  • the other pipes are connected to the washing pipe 120 and the first medicine washing pipe 220 for the second pipe, respectively, and the other ends are the second medicine washing pipe 140 for the first pipe and the second medicine washing pipe for the second pipe. 240 respectively. That is, a circulation path through which the chemical wash water can be circulated is formed between the chemical washing apparatus U and the multiplexed pipes (110, 210), and the first chemical washing pipe 120 for the first pipe is formed.
  • washing water examples include oxidizing agents such as sodium hypochlorite, bactericides such as 2,2-dibromo-3-nitrilopropionamide (DBNPA), chelating agents such as ethylenediaminetetraacetic acid (EDTA),
  • oxidizing agents such as sodium hypochlorite
  • bactericides such as 2,2-dibromo-3-nitrilopropionamide (DBNPA)
  • EDTA ethylenediaminetetraacetic acid
  • a chemical solution containing an acid, an alkali, a surfactant and the like can be used.
  • a chemical solution in which one or more of these are dissolved in water can be passed as chemical washing water.
  • In-place cleaning by the chemical washing apparatus U is, for example, flushing clear water in one direction and draining, flushing with chemical washing water, circulation of chemical washing water on the circulation path, filling the pipe with chemical washing water Various treatments such as dipping to stand and dipping to leave the tube filled with clear fresh water are carried out in combination.
  • the chemical washing apparatus U is connected to the inlet side of the multiplexed pipe (the flow of the water to be treated) via the first chemical washing pipe 120 for the first pipe and the first chemical washing pipe 220 for the second pipe.
  • the chemical wash water may flow from the upstream side), or the outlets of the multiplexed pipes via the second chemical wash pipe 140 for the first pipe and the second chemical wash pipe 240 for the second pipe
  • Chemical wash water may be allowed to flow from the side (downstream of the water to be treated).
  • each of the multiplexed pipes (110, 210) is backwashed with chemical wash water.
  • Microbial membranes and the like that adhere firmly in the direction of the water to be treated are easily peeled off by the chemical flow of water in the opposite flow, and thus can be cleaned effectively.
  • the chemical wash water, fresh water, etc. which were passed through the multiplexed pipes (110, 210) are drained from the circulation path through a drain path (not shown).
  • the chemical washing apparatus U can be configured in the order of the filter 330, the chemical washing water tank 310, and the chemical washing pump 320 along the flow direction of the chemical washing water.
  • the contaminants remaining in the chemical wash water returned from the multiplexed pipes (110, 210) are removed by the filter 330 before flowing into the chemical wash water tank 310. . Therefore, it is possible to prevent the pollutant from reacting with the medicine charged into the chemical washing water tank 310 and weakening the effect of the medicine.
  • the first inlet valve V11 and the first outlet valve V12 are opened. Further, the first chemical washing pipe valves (V13, V14) of the pipe connected to the chemical washing apparatus U are closed. On the other hand, the second inlet valve V21 and the second outlet valve V22 on the second pipe 210 side are closed. Further, the second chemical washing piping valves (V23, V24) are opened.
  • the first pipe 110 allows the water to be treated to flow toward the reverse osmosis membrane module. Therefore, the reverse osmosis process of to-be-processed water can be continued using the 1st piping 110.
  • the second pipe 210 the inside of the pipe is isolated from the water to be treated supplied for reverse osmosis treatment, and instead the chemical washing water can flow. Therefore, the inside of the second pipe 210 can be cleaned without interrupting the reverse osmosis process.
  • the second inlet valve V21 and the second outlet valve V22 are opened as shown in FIG. 5B.
  • the second chemical washing piping valves (V23, V24) of the piping connected to the chemical washing device U are closed.
  • the first inlet valve V11 and the first outlet valve V12 on the first pipe 110 side are closed.
  • the first chemical washing piping valves (V13, V14) are opened.
  • the inside of the first pipe 110 can be cleaned while continuing the reverse osmosis treatment of the water to be treated using the second pipe 210.
  • 5A and 5B show an example in which the multiplexed pipes (110, 210) are arranged in the treated water supply path, but the same operation is performed when they are arranged in the concentrated water discharge path. It becomes.
  • the valve switching operation can be performed during the operation of the reverse osmosis treatment apparatus 1.
  • the water quality index of the treated water supplied, for example, SDI (SiltSiDensity Index), adenosine triphosphate
  • SDI SiltSiDensity Index
  • adenosine triphosphate When there is a concern about the contamination of the pipe from the value of (ATP) or the like, or when the operation time of the membrane unit 100 reaches a predetermined time, the valve is switched, and the pipe used for reverse osmosis treatment and the pipe to be washed Can be replaced.
  • Each of the multiplexed pipes (110, 210) can have any pipe diameter, pipe length, thickness, shape, pressure resistance, material, etc., but it is preferable that the pipes have the same specifications.
  • reverse osmosis treatment and cleaning can be performed under the same conditions. Therefore, when the reverse osmosis process is continued while replacing the pipe used for the reverse osmosis process and the pipe to be cleaned, no extra adjustment is required.
  • FIG. 6 is a diagram illustrating a position where the multiplexed pipe is applied.
  • the multiplexed pipes (110, 210) include a supply pump (first pump) 11, a pretreatment device 12, a high-pressure pump (second pump) 13, a membrane unit 100, It can apply to the reverse osmosis processing apparatus 2 provided with.
  • the supply pump (first pump) 11 is provided to supply the water to be treated for reverse osmosis treatment from outside the system to the membrane unit 100.
  • the water to be treated is seawater
  • the taken-in seawater is supplied by the supply pump 11 after appropriate pretreatment.
  • Turbidity, marine organisms, and the like contained in seawater are usually excluded in advance by a coagulation-precipitation process using a coagulant, a flotation separation process, a filtration process using sand filtration, filter filtration, or a sterilization process.
  • the pretreatment device 12 is a device that eliminates turbidity in the for-treatment water.
  • the pretreatment device 12 is disposed downstream of the supply pump 11 in a supply path for supplying water to be treated.
  • the pretreatment device 12 is a filter such as a bag filter, for example, and removes relatively fine turbidity by filtration.
  • the high-pressure pump (second pump) 13 raises the water to be treated to the osmotic pressure or higher and passes it through the reverse osmosis membrane module provided in the membrane unit 100 to reverse osmosis the reverse osmosis membrane provided in the reverse osmosis membrane module.
  • the high-pressure pump 13 is disposed downstream of the pretreatment device 12 in the supply path for supplying the water to be treated.
  • the reverse osmosis treatment apparatus 2 as shown in FIG. 6 can be provided with treated water in which microorganisms are easy to propagate, such as seawater and sewage treated water.
  • a chemical such as sodium hypochlorite having a bactericidal action is generally added in a section upstream from the supply pump 11 to cause fouling of the reverse osmosis membrane.
  • Prevention is often achieved. Since chemicals containing free chlorine such as sodium hypochlorite degrade reverse osmosis membranes made of polyamide, etc., chemicals such as sodium hypochlorite supplied to the treated water are reducing agents such as sodium bisulfite. Is often neutralized by adding.
  • the position at which such a reducing agent is added is indicated by the position of the chemical injection device including the reducing agent tank 15 and the chemical injection pump 16.
  • the multiplexed pipes (110, 210) are connected to the section L 1 upstream of the supply pump (first pump) 11, the supply pump (first pump) 11 and the front.
  • Sections L2 and L3 between the processing apparatus 12, a section L4 between the preprocessing apparatus 12 and the high-pressure pump (second pump) 13, and between the high-pressure pump (second pump) 13 and the membrane unit 100 Applying to one or more sections of the section L5, it is possible to arrange a series of redundant flow paths so as to form at least a part of the section.
  • the section L3 downstream from the injection point is Since the water to be treated after the reducing agent is added flows, it is a section that is easily contaminated with microorganisms. Therefore, when the multiplexed pipes (110, 210) are applied to the section L3 downstream from the chemical injection point, the sterilization action is weakened and the pipes that are easily contaminated are used by using redundant channels. Therefore, it is possible to wash frequently and effectively prevent fouling of the reverse osmosis membrane.
  • the water to be treated after the reducing agent is added passes through the pretreatment device 12 of the filter. Since it is a section, neutralization proceeds with stirring when passing through the filter, and the sterilization effect tends to be substantially lost. Therefore, when the multiplexed pipes (110, 210) are applied to the sections L4, L5 downstream from the chemical injection point and downstream from the pretreatment device 12, the bactericidal action is substantially lost and the contamination is likely to occur. It is possible to frequently clean the pipe using the redundant flow path, and to prevent fouling of the reverse osmosis membrane more effectively.
  • the multiplexed pipes (110, 210) are applied to the section L6 downstream of the membrane unit 100 corresponding to the concentrated water discharge path, and are redundant. It is possible to arrange the converted flow path series so as to form at least a part of the section.
  • the multiplexed pipes (110, 210) are applied to the section L6 downstream from the membrane unit 100, the pipes in that section can be washed frequently. Therefore, when the concentrated water is reused, or when the concentrated water is mixed with water of different water quality and further subjected to reverse osmosis treatment, or when the concentrated water is post-treated, there is a possibility that the piping in that section may become a pollution source. Even if there is, it is possible to wash the piping in the section without interrupting the reverse osmosis treatment.
  • FIG. 7 is a diagram illustrating a position where a multiplexed pipe is applied.
  • the multiplexed pipes 110, 210) include a supply pump (first pump) 11, a pretreatment device 12, a high-pressure pump (second pump) 13, and a first bank 10.
  • the reverse osmosis treatment device 3 including the second bank 20, the power recovery device 18, and the booster pump (third pump) 19 can be applied. That is, the first bank 10 and the second bank 20 in which one or a plurality of reverse osmosis membrane modules are arranged in parallel, and the concentrated water separated by reverse osmosis treatment of treated water is further subjected to reverse osmosis treatment. It is possible to apply to a multistage reverse osmosis treatment apparatus.
  • the second bank 20 is provided for secondary treatment of the first concentrated water separated by the first bank 10 by reverse osmosis.
  • the first concentrated water is subjected to the reverse osmosis treatment in the second bank 20, the first concentrated water is separated into the second permeated water and the second concentrated water.
  • the power recovery device 18 is a device that boosts the water to be treated supplied to the first bank 10 using the residual pressure of the second concentrated water separated by the second bank 20.
  • the power recovery device 18 is, for example, a pressure exchanger such as a PX (Pressure Exchanger) type or a DWEER (Dual Energy Exchanger) type, a turbocharger type energy exchanger, a Pelton turbine, etc. It is composed of a device capable of exchanging energy.
  • a booster pump (third pump) 19 is provided to pressurize the water to be treated that has been pressurized by the power recovery device 18.
  • the booster pump 19 compensates the osmotic pressure that is insufficient due to the pressure increase by the power recovery device 18, and increases the water to be treated to a pressure higher than the osmotic pressure to reversely osmose the reverse osmosis membrane included in the reverse osmosis membrane module.
  • the reverse osmosis treatment apparatus 3 as shown in FIG. 7 can be provided with water to be treated in which microorganisms are easy to propagate, similarly to the reverse osmosis treatment apparatus 2 described above. Therefore, chemicals such as sodium hypochlorite may be added to the water to be treated, and then a reducing agent for neutralization may be added.
  • a reducing agent for neutralization may be added in FIG. 7, the position where such a reducing agent is added is indicated by the position of the chemical injection device (15, 16).
  • the multiplexed pipes (110, 210) are a section L 41 upstream from the branch point, and a section between the branch point and the high-pressure pump (second pump) 13.
  • One or more sections among section L7, section L8 between power recovery device 18 and booster pump (third pump) 19 and section L9 between booster pump (third pump) 19 and the junction It is possible to arrange the redundant flow path series so as to form at least a part of the section.
  • the multiplexed pipes (110, 210) correspond to the concentrated water discharge path, and the reverse osmosis membrane module of the first bank 10 and the second bank 20.
  • the section L6 between the reverse osmosis membrane module, the section L10 between the reverse osmosis membrane module of the second bank 20 and the power recovery device 18, and the section L11 downstream of the power recovery device 18 to provide redundancy. It is possible to arrange the converted flow path series so as to form at least a part of the section.
  • the 1st bank 10 and the 2nd bank 20 are provided as a 1st process system which carries out the reverse osmosis process of the 1st to-be-processed water.
  • the number of banks constituting the first processing system may be any number of one or more, and the transfer path L10 may be connected between the final stage of the first processing system and the power recovery device 18. That's fine.
  • the structure of the other equipment of the reverse osmosis treatment device 3 is the same as that of the reverse osmosis treatment device 2 described above.
  • the power recovery device 18 and the booster pump 19 may be omitted.
  • FIG. 8 is a diagram illustrating a position where a multiplexed pipe is applied.
  • the multiplexed pipes 110, 210) can be applied to the integrated reverse osmosis treatment apparatus 4.
  • the integrated reverse osmosis treatment device 4 is a concentrated water obtained by separating the high salt concentration treated water (second treated water) by the reverse osmosis treatment of the low salt concentration treated water (first treated water). Dilute.
  • it is an integrated form using sewage treated water for seawater desalination treatment, and the first treated water with low salt concentration is applied to sewage treated water, and the second treated water with high salt concentration is applied to seawater. be able to.
  • the integrated reverse osmosis treatment device 4 shown in FIG. 8 includes a supply pump (first pump) 11 for first treated water, a pretreatment device 12, a high-pressure pump (second pump) 13, and a first bank. 101 and a first film unit composed of the second bank 102. Moreover, the mixing tank (mixing part) 50, the supply pump (first pump) 21 for the second treated water, the pretreatment device 22, the high-pressure pump (second pump) 23, the third bank 103, and the second A second membrane unit including four banks 104, a power recovery device 18, and a booster pump (third pump) 19 are provided.
  • the 1st bank 101 comprises the 1st membrane unit which carries out reverse osmosis processing of the 1st treated water of low salt concentration.
  • the first treated water is subjected to the reverse osmosis treatment in the first bank 101, the first treated water is separated into the first permeated water and the first concentrated water.
  • the second bank 102 constitutes a first membrane unit that performs reverse osmosis treatment on the first treated water, and is provided for secondary treatment of the first concentrated water separated by the first bank 101 by reverse osmosis. ing.
  • the first concentrated water is subjected to the reverse osmosis treatment in the second bank 102, the first concentrated water is separated into the second permeated water and the second concentrated water.
  • the mixing tank (mixing unit) 50 is a processing tank for mixing with the second concentrated water separated by the first membrane unit.
  • the mixing tank 50 the second treated water with a high salt concentration is diluted with the second concentrated water with a low salt concentration, whereby the osmotic pressure of the second treated water is lowered. Therefore, reverse osmosis processing with reduced power cost is realized.
  • the third bank 103 constitutes a second membrane unit that performs reverse osmosis treatment on the second treated water having a high salt concentration. For example, when the second concentrated water can be supplied, the third bank 103 performs reverse osmosis processing on the second treated water mixed with the second concentrated water in the mixing tank 50. When the second treated water is subjected to the reverse osmosis treatment in the third bank 103, the second treated water is separated into the third permeated water and the third concentrated water.
  • the 4th bank 104 comprises the 2nd membrane unit which carries out reverse osmosis processing of the 2nd treated water, and is provided in order to carry out secondary processing of the 3rd concentrated water separated by the 3rd bank 103 by reverse osmosis. ing.
  • the third concentrated water is subjected to the reverse osmosis treatment in the fourth bank 104, the third concentrated water is separated into the fourth permeated water and the fourth concentrated water.
  • the bank 102 of the first membrane unit included in the reverse osmosis treatment device 4 is a transfer path for transferring the second concentrated water separated by the second bank 102 to the mixing tank (mixing unit) 50. Used with L12 connected.
  • the multiplexed pipes (110, 210) are separated by the transfer path L12 connecting the second bank 102 and the mixing tank 50 or the first membrane unit. Applying the second treated water mixed with the concentrated water (second concentrated water) to the reverse osmosis membrane module of the first membrane unit, It can arrange
  • the multiplexed pipes (110, 210) correspond to the concentrated water discharge path for the second bank 102, the transfer path L12 corresponding to the water supply path for the third bank 103, and the first membrane.
  • the pipes in that section can be frequently washed.
  • the first bank 101, the second bank 102, and the second treated water are subjected to the reverse osmosis treatment as the first treatment system for performing the reverse osmosis treatment on the first treated water.
  • a third bank 103 and a fourth bank 104 are provided as the second processing system.
  • the number of banks constituting the membrane units of the first processing system and the second processing system may be any number of one or more, and the transfer path L12 is connected to the final stage of the first processing system and the mixing tank. 50 may be connected.
  • FIG. 9A and 9B are diagrams illustrating an example of connection of multiplexed pipes.
  • the multiplexed pipes (110, 210) have a branch (see FIG. 9A) that can divide the water to be treated at an intermediate portion between the inlet and outlet of the pipe. Or may have a branch (see FIG. 9B) that can be merged.
  • the multiplexed pipes (110, 210) are applied to one or more sections across the diversion point and the confluence in the treated water supply path and the concentrated water discharge path. It is also possible to arrange the series so as to be branched.
  • the injection point of the reducing agent is indicated by a white arrow.
  • cleans piping itself can flow through each of the multiplexed piping (110,210) downstream from a diversion point.
  • Washing pipes (120, 220) are connected.
  • the first chemical wash pipe (120, 220) includes a first chemical wash pipe 120 for a first pipe provided with a first chemical wash pipe valve V13 capable of closing the first chemical wash pipe itself,
  • a first chemical wash pipe 220 for a second pipe provided with a second chemical wash pipe valve V23 capable of closing the first chemical wash pipe itself is provided for each of the branched flow path series.
  • each of the multiplexed pipes (110, 210) includes an upstream end of a section between the high-pressure pump 13 and the junction, and a section between the booster pump 19 and the junction.
  • outlet valves (V12, V22) are provided at the downstream end of the section between the junction and the first bank 10.
  • cleans piping itself can flow through each of the multiplexed piping (110,210) downstream from a confluence
  • Washing pipes (120, 220) are connected.
  • the first chemical wash pipe (120, 220) includes a first chemical wash pipe 120 for a first pipe provided with a first chemical wash pipe valve V13 capable of closing the first chemical wash pipe itself,
  • a first chemical wash pipe 220 for a second pipe provided with a second chemical wash pipe valve V23 capable of closing the first chemical wash pipe itself is provided for each of the branched flow path series.
  • second chemical wash pipes through which chemical wash water that has washed the pipes themselves can flow in an intermediate portion upstream from the junction.
  • the multiplexed pipes (110, 210) are routed through the second chemical washing pipe (140, 240) and the first chemical washing pipe (120, 220) provided for each of the branched flow paths.
  • a circulation path through which the chemical washing water circulates is formed for each series of the flow paths.
  • each of the multiplexed pipes has a structure in which each of the branched flow paths is fixedly washed with the flow of chemical wash water, thereby effectively cleaning all of the branched flow paths.
  • one medicine washing device U is provided.
  • the medicine washing device U may be provided for each of the branched flow paths. By providing and sharing one medicine washing device U, it is possible to simplify the piping structure and save chemicals. Further, by providing the chemical washing apparatus U for each series of branched flow paths, it is possible to perform appropriate cleaning for each series.
  • FIG. 10A and 10B are diagrams illustrating an example of connection of multiplexed pipes.
  • the multiplexed pipes 110, 210) are applied to a section straddling equipment for reverse osmosis treatment, pretreatment, etc.
  • redundant flow paths are used. May be connected to a common equipment device, or may be multiplexed together with a flow path and individually connected to a plurality of equipment equipment provided for each flow path system. That is, in the reverse osmosis treatment device, only the piping may be multiplexed, or equipment such as a pump and a pretreatment device may be multiplexed together with the multiplexed piping.
  • FIG. 10A shows a multiplexed pipe (110, 210) in the section L3 between the reducing agent injection point and the pretreatment device 12 shown in FIG. 7, the pretreatment device 12 and the high pressure pump (second The state applied to the section L4 between the pump) 13 and the section L7 between the branch point and the power recovery device 18 is illustrated.
  • each of the multiplexed pipes (110, 210) is applied to a section straddling the pretreatment device 12, and the flow path series is changed from the reductant injection point to the common pretreatment device 12. After connecting, it is separated again and multiplexed.
  • each of the multiplexed pipes (110, 210) has an inlet valve (V11, V21) at the end of a section upstream from the pretreatment device 12, and from the pretreatment device 12 also have outlet valves (V12, V22) at the end of the downstream section.
  • each of the multiplexed pipes (110, 210) is connected to the first chemical washing pipe (120, 220) in the middle part of the section downstream from the pretreatment device 12, and the pretreatment is performed.
  • the second chemical washing pipes (140, 240) are connected to the middle part of the section upstream from the device 12.
  • Each of the redundant flow path series is individually connected to the pretreatment apparatuses 12 and 12 multiplexed together with the flow paths, and the water to be treated is filtered by different pretreatment apparatuses 12 respectively. Yes.
  • FIG. 10A and FIG. 10B when a multiplexed pipe is applied to a section straddling equipment for reverse osmosis treatment or pretreatment, a series of redundant flow paths is common. If it arrange
  • the equipment when arranged so as to be individually connected to a plurality of equipment devices multiplexed together with the flow path (see FIG. 10B), the equipment is provided with piping communicating with the primary side of the reverse osmosis membrane without interrupting the reverse osmosis treatment. There is an advantage that the apparatus can be cleaned.
  • a part of at least one of the supply path of the water to be treated and the discharge path of the concentrated water connected to the primary side of the reverse osmosis membrane is composed of multiple pipes that are arranged in parallel, so that some of the pipes are used for reverse osmosis treatment of the water to be treated, and the remaining pipes during the reverse osmosis treatment of the water to be treated It is possible to let chemical wash water flow through. Therefore, it is possible to continue the reverse osmosis process even when cleaning the pipe attached to the apparatus and communicating with the primary side of the reverse osmosis membrane. Therefore, fouling of the reverse osmosis membrane, in which the piping becomes a contamination source, can be continuously prevented while keeping the operating rate of the apparatus high.
  • the injection pipes (160, 260) are provided so that the water to be treated can be injected into the pipes of the multiplexed pipes (110, 210).
  • the injection pipes (160, 260) are provided for replacing the liquid in the pipe after the chemical washing water is passed through and washed with the water to be treated.
  • the injection pipe (160, 260) includes a first injection pipe 160 provided with a first injection pipe valve V16 capable of closing the injection pipe itself and a second injection pipe valve V26 capable of closing the injection pipe itself.
  • the second injection tube 260 is provided with two. One end of the injection pipe (160, 260) is connected to each inlet side (upstream side of the flow of water to be treated) of the multiplexed pipes (110, 210) in FIG. And may be connected at any position between the outlet and the outlet. Further, the other end of the injection pipe (160, 260) may be connected to an arbitrary section of the supply path of the water to be treated.
  • the extraction pipes (180, 280) are provided so that the liquid in the pipes of the multiplexed pipes (110, 210) can be extracted to the liquid detector D.
  • the extraction pipes (180, 280) are provided for detecting the liquid in the pipe after the chemical wash water is passed through and washed, and grasping the degree of residual chemical wash water.
  • the extraction pipes (180, 280) include a first extraction pipe 180 provided with a first extraction pipe valve V18 capable of closing the extraction pipe itself, and a second extraction pipe valve V28 capable of closing the extraction pipe itself.
  • the second extraction tube 280 is provided with two. One end of the extraction pipe (180, 280) is connected to each outlet side of the multiplexed pipes (110, 210) (downstream of the water to be treated) in FIG. And may be connected at any position between the outlet and the outlet. On the other hand, the other end of the extraction pipe (180, 280) is connected to the liquid detector D.
  • the liquid detector D is composed of a detector capable of detecting properties such as pH and electrical conductivity of the liquid.
  • the liquid detector D measures pH, electrical conductivity, etc., and can detect chemical washing water and the like from the composition of the liquid.
  • Various pH meters equipped with hydrogen electrodes, glass electrodes, semiconductor sensors, etc. Appropriate equipment such as various electric conductivity meters such as an AC type and an electromagnetic induction type can be used.
  • the water to be treated is subjected to reverse osmosis treatment using some of the multiplexed pipes (110, 210).
  • the inside of the pipe is washed by passing the chemical washing water through the remaining pipe.
  • cleaned piping is extracted to a liquid detector, After detecting that the liquid in a pipe
  • the first inlet valve V11 and the first outlet valve V12 of the first pipe 110 are closed, and the first chemical washing pipe valve (V13, By opening V14), the chemical washing water is passed into the pipe through the circulation path.
  • the second inlet valve V21 and the second outlet valve V22 of the second pipe 210 are opened and the second chemical washing pipe valves (V23, V24) are closed, so that the water to be treated is directed toward the membrane unit 100.
  • the reverse osmosis treatment is performed after being supplied.
  • the injection tube (160, 260) and the extraction tube (180, 280) are both closed.
  • the first chemical cleaning piping valves (V13, V14) are closed, and the flow of chemical cleaning water to the first piping 110 is stopped.
  • the 1st injection pipe valve V16 is opened, to-be-processed water is inject
  • the first extraction pipe valve V18 is opened, the liquid in the pipe of the first pipe 110 is extracted to the liquid detector D, and it is detected whether or not the liquid in the pipe is replaced with the water to be treated.
  • both the injection pipe (160, 260) and the extraction pipe (180, 280) are returned to the closed state.
  • the second inlet valve V21 and the second outlet valve V22 of the second pipe 210 are closed, and the second chemical washing pipe valves (V23, V24) are opened, so that chemical washing water passes through the circulation path into the pipe. Watered.
  • the first inlet valve V11 and the first outlet valve V12 of the first pipe 110 are opened, and the first chemical washing pipe valves (V13, V14) are closed, so that the water to be treated is directed toward the membrane unit 100.
  • the reverse osmosis treatment is performed after being supplied.
  • the second chemical cleaning piping valves (V23, V24) are closed, and the flow of chemical cleaning water to the second piping 210 is stopped.
  • the 2nd injection pipe valve V26 is opened, to-be-processed water is inject
  • the second extraction pipe valve V28 is opened, the liquid in the pipe of the second pipe 210 is extracted to the liquid detector D, and it is detected whether or not the liquid in the pipe is replaced with the water to be treated.
  • the reverse osmosis treatment apparatus and the reverse osmosis treatment method according to the above modification, when the pipe used for the reverse osmosis treatment and the pipe to be washed are replaced, the liquid inside the washed pipe is surely replaced with the water to be treated. For this reason, it is possible to prevent the piping in which the chemical washing water remains in the pipe from being used for supplying the water to be treated. Therefore, it is possible to avoid deterioration of the reverse osmosis membrane due to the chemical used for cleaning the pipe.
  • the pipe used for reverse osmosis treatment and the pipe to be washed are exchanged, the water to be treated is injected into the pipe through the injection pipe. There is no need to interrupt. Therefore, it is possible to maintain a high operating rate, replace the liquid in the pipe, and prevent the reverse osmosis membrane from deteriorating.
  • the reverse osmosis treatment apparatus 1A includes any of the reverse osmosis treatment apparatus 2 illustrated in FIG. 6, the reverse osmosis treatment apparatus 3 illustrated in FIG. 7, and the reverse osmosis treatment apparatus 4 illustrated in FIG. You may apply.
  • positioned the multiplexed piping (110,210) in the supply path of to-be-processed water is shown in FIG. 11, you may arrange
  • the reverse osmosis treatment apparatus 1A includes the injection pipe (160, 260), the extraction pipe (180, 280), and the liquid detector D, but the injection pipe (160, 260). 260) only, or only the extraction tube (180, 280) and the liquid detector D may be provided.
  • the liquid in the tube may be detected by an appropriate method or may not be detected.
  • the liquid in the pipe may be replaced with water to be treated by an appropriate method, or the liquid in the pipe is replaced with clean water or the like. Also good.
  • the multiplexed pipes (110, 210) may be arranged in the entire section or a further arbitrary section of the treated water supply path and the concentrated water discharge path. .
  • the multiplexed pipes (110, 210) may have a plurality of branches (see FIG. 9A) to which the water to be treated can be diverted or a branch (see FIG. 9B) that can be merged, or both. You may have.
  • the multiplexed pipes (110, 210) may be multiplexed to three or more.
  • a chemical washing apparatus U may be provided for each pipe. However, it is also possible to improve efficiency by sharing and using differently by switching valves.

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Abstract

The present invention provides a reverse osmosis treatment device and a reverse osmosis treatment method with which it is possible to continuously perform a reverse osmosis treatment even during washing of piping accompanying the device. A reverse osmosis treatment device (1) is provided with a membrane unit (100) formed by disposing one or a plurality of reverse osmosis membrane modules. A part of a supply channel for supplying treatment water and/or a discharge channel for discharging concentrated water is configured from a plurality of piping (110, 210) disposed in parallel, each of which has an inlet valve (V11, V21) capable of closing an inlet and an outlet valve (V12, V22) capable of closing an outlet, and in which chemical washing piping (120, 220) capable of supplying chemical washing water is connected to an intermediate part. A reverse osmosis treatment method comprises subjecting treatment water to a reverse osmosis treatment using some of the piping, washing the remaining piping, and continuing the reverse osmosis treatment while alternating the piping used in the reverse osmosis treatment and the piping to be washed.

Description

逆浸透処理装置及び逆浸透処理方法Reverse osmosis treatment apparatus and reverse osmosis treatment method

 本発明は、海水等の鹹水を逆浸透により脱塩する逆浸透処理装置及びそれを用いた逆浸透処理方法に関する。 The present invention relates to a reverse osmosis treatment apparatus for desalting brine such as seawater by reverse osmosis and a reverse osmosis treatment method using the same.

 鹹水を逆浸透により脱塩する逆浸透処理装置が、海水の淡水化、排水の再利用、純水の製造等の種々の分野で用いられている。逆浸透処理装置としては、円筒型の逆浸透膜モジュールを備える形態が代表的である。この種の逆浸透膜モジュールは、円筒形状の圧力容器の内部に、逆浸透膜を支持した複数の逆浸透膜エレメントを備えている。 逆 Reverse osmosis treatment equipment that desalinates brine by reverse osmosis is used in various fields such as desalination of seawater, reuse of wastewater, and production of pure water. A typical example of the reverse osmosis treatment apparatus includes a cylindrical reverse osmosis membrane module. This type of reverse osmosis membrane module includes a plurality of reverse osmosis membrane elements that support a reverse osmosis membrane inside a cylindrical pressure vessel.

 円筒型の逆浸透膜モジュールが備える逆浸透膜エレメントは、集水配管の周囲に逆浸透膜がスパイラル状に巻回された構造である。複数の逆浸透膜エレメントは、通常、圧力容器内に収容されて、直列に配置された状態で用いられる。このような逆浸透膜モジュールは、1個又は配管を介して複数並列に接続されることによりバンクを構成する。更に、逆浸透膜モジュールのバンクは、1個又は配管を介して複数直列に接続されることで膜ユニットを形成する。通常、逆浸透処理設備には、複数の膜ユニットが備えられている。 The reverse osmosis membrane element provided in the cylindrical reverse osmosis membrane module has a structure in which a reverse osmosis membrane is wound in a spiral shape around a water collection pipe. A plurality of reverse osmosis membrane elements are usually housed in a pressure vessel and used in a state of being arranged in series. Such reverse osmosis membrane modules constitute a bank by being connected in parallel through one or a plurality of pipes. Furthermore, a bank of reverse osmosis membrane modules forms a membrane unit by being connected in series through one or a plurality of pipes. Usually, reverse osmosis treatment equipment is provided with a plurality of membrane units.

 逆浸透膜モジュールは、圧力容器に流入する被処理水をクロスフロー濾過方式により逆浸透処理し、イオン類が低減された透過水と、イオン類が濃縮された濃縮水とに分離する。圧力容器の一端側から被処理水が流入すると、逆浸透により逆浸透膜の一次側に濃縮した濃縮水は、圧力容器の他端側から排出される。一方、逆浸透膜の二次側に透過した透過水は、集水配管の内部に集水されて逆浸透膜モジュールの外に取り出される。 The reverse osmosis membrane module performs reverse osmosis treatment of the water to be treated flowing into the pressure vessel by a cross flow filtration method, and separates it into permeated water in which ions are reduced and concentrated water in which ions are concentrated. When the water to be treated flows from one end of the pressure vessel, the concentrated water concentrated on the primary side of the reverse osmosis membrane by reverse osmosis is discharged from the other end of the pressure vessel. On the other hand, the permeated water that has permeated the secondary side of the reverse osmosis membrane is collected inside the water collection pipe and taken out of the reverse osmosis membrane module.

 逆浸透膜モジュールが備える逆浸透膜は、被処理水に含まれている有機物や、スケールとして析出する無機物等によって目詰まりを生じることがある。逆浸透膜の細孔が閉塞すると、造水量や除去率が低下したり、重度の場合、破過に至ったりするので、定期的な洗浄や交換が必要である。特に、海水や下水処理水をはじめ、微生物が繁殖し易い被処理水を逆浸透処理するにあたっては、バイオファウリングが大きな問題となり、安定的な逆浸透処理の継続を困難にする。そのため、微生物が繁殖し易い被処理水を逆浸透処理する場合、微生物汚染に対する防止策が必須となっている。 The reverse osmosis membrane provided in the reverse osmosis membrane module may be clogged by organic substances contained in the water to be treated, inorganic substances deposited as scales, and the like. If the pores of the reverse osmosis membrane are clogged, the amount of water produced and the removal rate will decrease, and if it is severe, breakthrough will occur, so periodic cleaning and replacement are necessary. In particular, in the case of reverse osmosis treatment of seawater, sewage treated water and other treated water in which microorganisms are likely to propagate, biofouling becomes a major problem, making it difficult to continue stable reverse osmosis treatment. Therefore, when reverse osmosis treatment is performed on water to be treated in which microorganisms are likely to propagate, measures for preventing microbial contamination are essential.

 バイオファウリングを防止する対策としては、殺菌作用を有する薬品を使用した前処理が一般に行われている。次亜塩素酸ナトリウム等の薬品は、逆浸透膜の上流で被処理水に添加され、このような前処理により、被処理水が通流する配管や逆浸透膜モジュールにおける微生物の繁殖が防止されている。しかし、一般的な逆浸透膜は、ポリアミド製等であり、遊離塩素を含む薬品と反応して劣化する。そのため、通常は、次亜塩素酸ナトリウム等の薬品を被処理水に添加した後、その下流で重亜硫酸ナトリウム等の還元剤を添加し、薬品が逆浸透膜に到達する前に中和している。 As a measure for preventing biofouling, pretreatment using a chemical having a bactericidal action is generally performed. Chemicals such as sodium hypochlorite are added to the water to be treated upstream of the reverse osmosis membrane, and such pretreatment prevents the growth of microorganisms in the piping and reverse osmosis membrane module through which the water to be treated flows. ing. However, a general reverse osmosis membrane is made of polyamide or the like and deteriorates by reacting with a chemical containing free chlorine. Therefore, normally, after adding chemicals such as sodium hypochlorite to the water to be treated, a reducing agent such as sodium bisulfite is added downstream, and neutralized before the chemical reaches the reverse osmosis membrane. Yes.

 逆浸透処理装置としては、海水を逆浸透処理する海水処理系と、下水処理水等の排水を逆浸透処理する排水処理系とを統合した統合型の形態がある。統合型の逆浸透処理では、排水を逆浸透処理して分離した濃縮水で海水を希釈し、希釈されて浸透圧が低くなった海水を逆浸透処理する。例えば、特許文献1には、統合型の逆浸透処理において、バイオフィルム形成によるトラブルを抑制し、注入する殺菌剤及び中和剤を効率的に有効利用する技術が記載されている。特許文献1では、被処理水に薬剤や中和剤を注入する注入位置、注入するタイミング等を調節して、洗浄効果や殺菌効果の向上、薬剤使用量の低下等を図っている。 As the reverse osmosis treatment apparatus, there is an integrated type in which a seawater treatment system for reverse osmosis treatment of seawater and a wastewater treatment system for reverse osmosis treatment of wastewater such as sewage treated water are available. In the integrated reverse osmosis treatment, seawater is diluted with concentrated water separated by reverse osmosis treatment of wastewater, and the seawater that has been diluted to lower the osmotic pressure is subjected to reverse osmosis treatment. For example, Patent Document 1 describes a technique for effectively utilizing a bactericide and a neutralizing agent to be injected and to suppress troubles due to biofilm formation in integrated reverse osmosis treatment. In patent document 1, the injection | pouring position which inject | pours a chemical | medical agent and a neutralizing agent into to-be-processed water, the timing to inject | pour, etc. are adjusted, and the improvement of a washing | cleaning effect and a bactericidal effect, the fall of the chemical usage-amount etc.

特開2015-123430号公報JP2015-123430A

 逆浸透膜のファウリングは、微生物膜が膜面で成長して生じるのみならず、微生物膜が逆浸透膜の上流の配管に付着して成長し、配管から逆浸透膜モジュールに流入して生じることもある。通常、逆浸透膜は、劣化が進んだ時点で速やかに交換されるが、逆浸透処理装置に付随する配管は、交換されることなく使用が続けられることが多い。そのため、配管が逆浸透膜の汚染源となることが少なからずあり、配管からの流入によるファウリングを予防するために、配管の定期的な洗浄を強いられている現状がある。 Reverse osmosis membrane fouling occurs not only when the microbial membrane grows on the membrane surface, but also when the microbial membrane grows by adhering to a pipe upstream of the reverse osmosis membrane and flows into the reverse osmosis membrane module from the pipe Sometimes. Usually, the reverse osmosis membrane is quickly replaced when the deterioration has progressed, but the piping associated with the reverse osmosis treatment apparatus is often continued without being replaced. For this reason, pipes are often a source of contamination of reverse osmosis membranes, and there is a current situation that pipes are regularly cleaned to prevent fouling due to inflow from the pipes.

 一般に、逆浸透処理装置に付随する配管を洗浄するときには、装置の運転を停止し、薬品で劣化する虞がある逆浸透膜を分離してから、次亜塩素酸系等の薬品を添加した薬洗水を通水する。しかし、このような方法では、配管を洗浄する間に逆浸透処理による造水を行うことができず、稼働率が低下し、生産水量が少なくなるという問題がある。特許文献1に記載されるように、薬剤や中和剤を注入する注入位置、タイミング等を調節したとしても、被処理水を供給しながら薬洗する方法では、配管の汚染を十分に低減することが困難である。 In general, when cleaning the pipes attached to the reverse osmosis treatment equipment, stop the operation of the equipment, separate the reverse osmosis membrane that may be deteriorated by chemicals, and then add chemicals such as hypochlorous acid Wash water. However, in such a method, there is a problem that water cannot be formed by reverse osmosis treatment while washing the piping, the operating rate is reduced, and the amount of produced water is reduced. As described in Patent Document 1, even if the injection position and timing for injecting a chemical or a neutralizing agent are adjusted, the method of performing chemical washing while supplying water to be treated sufficiently reduces the contamination of the piping. Is difficult.

 そこで、本発明は、装置に付随する配管の洗浄時においても逆浸透処理を継続することが可能な逆浸透処理装置及び逆浸透処理方法を提供することを目的とする。 Therefore, an object of the present invention is to provide a reverse osmosis treatment apparatus and a reverse osmosis treatment method capable of continuing the reverse osmosis treatment even when the pipe attached to the apparatus is washed.

 前記課題を解決するために本発明に係る逆浸透処理装置は、被処理水を逆浸透処理する逆浸透膜モジュールが1個又は複数配置されてなる膜ユニットを備え、前記被処理水を前記逆浸透膜モジュールに供給するための供給路、及び、逆浸透処理によって分離された濃縮水を前記逆浸透膜モジュールから排出するための排出路のうち、少なくとも一方の一部は、複数並列に配置された配管によって構成され、前記配管のそれぞれは、前記配管の入口を閉止可能な入口バルブと、前記配管の出口を閉止可能な出口バルブと、を有すると共に、前記入口と前記出口との間の中間部に、前記配管を洗浄する薬洗水を供給可能な薬洗用配管が接続していることを特徴とする。 In order to solve the above-mentioned problems, a reverse osmosis treatment apparatus according to the present invention includes a membrane unit in which one or a plurality of reverse osmosis membrane modules for performing reverse osmosis treatment of treated water, and the reverse treatment of the treated water. At least one part of the supply path for supplying the osmosis membrane module and the discharge path for discharging the concentrated water separated by the reverse osmosis treatment from the reverse osmosis membrane module are arranged in parallel. Each of the pipes has an inlet valve capable of closing an inlet of the pipe and an outlet valve capable of closing an outlet of the pipe, and an intermediate between the inlet and the outlet. A chemical washing pipe capable of supplying chemical washing water for washing the pipe is connected to the section.

 また、本発明に係る逆浸透処理方法は、被処理水を逆浸透処理する逆浸透膜モジュールが1個又は複数配置されてなる膜ユニットを備え、前記被処理水を前記逆浸透膜モジュールに供給するための供給路、及び、逆浸透処理によって分離された濃縮水を前記逆浸透膜モジュールから排出するための排出路のうち、少なくとも一方の一部は、複数並列に配置された配管によって構成され、前記配管のそれぞれは、前記入口と前記出口との間の中間部に、前記配管を洗浄する薬洗水を供給可能な薬洗用配管が接続している逆浸透処理装置において、前記配管のうち、一部の前記配管を使用して前記被処理水を逆浸透処理し、前記被処理水を逆浸透処理する間に、残部の前記配管に前記薬洗水を通流させて管内を洗浄し、逆浸透処理に使用する前記配管と洗浄する前記配管とを入れ替えながら逆浸透処理を続けることを特徴とする。 In addition, the reverse osmosis treatment method according to the present invention includes a membrane unit in which one or a plurality of reverse osmosis membrane modules for performing reverse osmosis treatment on treated water is provided, and supplies the treated water to the reverse osmosis membrane module. And at least one part of the supply path for discharging the concentrated water separated by the reverse osmosis treatment from the reverse osmosis membrane module is configured by a plurality of pipes arranged in parallel. In the reverse osmosis treatment apparatus, each of the pipes is connected to a chemical washing pipe capable of supplying chemical washing water for washing the pipe at an intermediate portion between the inlet and the outlet. Among them, reverse osmosis treatment of the water to be treated using a part of the piping, and washing the inside of the pipe by passing the chemical washing water through the remaining piping while reverse osmosis treatment of the water to be treated And before using for reverse osmosis treatment Characterized in that continuing the reverse osmosis process while interchanging the said pipe for cleaning the pipe.

 本発明によれば、装置に付随する配管の洗浄時においても逆浸透処理を継続することが可能な逆浸透処理装置及び逆浸透処理方法を提供することができる。 According to the present invention, it is possible to provide a reverse osmosis treatment apparatus and a reverse osmosis treatment method capable of continuing the reverse osmosis treatment even when the pipes attached to the device are washed.

本発明の一実施形態に係る逆浸透処理装置の構成例を示す図である。It is a figure which shows the structural example of the reverse osmosis processing apparatus which concerns on one Embodiment of this invention. 本発明の一実施形態に係る逆浸透処理装置の構成例を示す図である。It is a figure which shows the structural example of the reverse osmosis processing apparatus which concerns on one Embodiment of this invention. 逆浸透膜モジュールの構造の一例を示す断面図である。It is sectional drawing which shows an example of the structure of a reverse osmosis membrane module. 逆浸透膜エレメントの構造の一例を示す斜視図である。It is a perspective view which shows an example of the structure of a reverse osmosis membrane element. 薬洗装置の構成の一例を示す図である。It is a figure which shows an example of a structure of a chemical washing apparatus. 薬洗装置の構成の一例を示す図である。It is a figure which shows an example of a structure of a chemical washing apparatus. 多重化された配管の切り替え操作を示す図である。It is a figure which shows switching operation of the multiplexed piping. 多重化された配管の切り替え操作を示す図である。It is a figure which shows switching operation of the multiplexed piping. 多重化された配管を適用する位置を示す図である。It is a figure which shows the position which applies the multiplexed piping. 多重化された配管を適用する位置を示す図である。It is a figure which shows the position which applies the multiplexed piping. 多重化された配管を適用する位置を示す図である。It is a figure which shows the position which applies the multiplexed piping. 多重化された配管の接続例を示す図である。It is a figure which shows the example of a connection of the multiplexed piping. 多重化された配管の接続例を示す図である。It is a figure which shows the example of a connection of the multiplexed piping. 多重化された配管の接続例を示す図である。It is a figure which shows the example of a connection of the multiplexed piping. 多重化された配管の接続例を示す図である。It is a figure which shows the example of a connection of the multiplexed piping. 変形例に係る逆浸透処理装置の構成例を示す図である。It is a figure which shows the structural example of the reverse osmosis processing apparatus which concerns on a modification.

 以下、本発明の一実施形態に係る逆浸透処理装置及び逆浸透処理方法について説明する。なお、以下の各図において共通する構成については同一の符号を付し、重複した説明を省略する。 Hereinafter, a reverse osmosis treatment apparatus and a reverse osmosis treatment method according to an embodiment of the present invention will be described. In addition, about the structure which is common in each following figure, the same code | symbol is attached | subjected and the overlapping description is abbreviate | omitted.

 図1A及び図1Bは、本発明の一実施形態に係る逆浸透処理装置の構成例を示す図である。
 図1A及び図1Bに示すように、本実施形態に係る逆浸透処理装置1は、被処理水を逆浸透処理する膜ユニット100を備えている。膜ユニット100は、逆浸透膜モジュールが1個又は複数配置されてなる。詳細には、膜ユニット100は、逆浸透膜モジュールのバンクが配管を介して1個又は複数直列に接続されて構成されている。バンクは、逆浸透膜モジュールが配管を介して1個又は複数並列に接続されて構成された系列である。
1A and 1B are diagrams illustrating a configuration example of a reverse osmosis processing device according to an embodiment of the present invention.
As shown in FIGS. 1A and 1B, the reverse osmosis treatment apparatus 1 according to this embodiment includes a membrane unit 100 that performs reverse osmosis treatment on water to be treated. The membrane unit 100 includes one or a plurality of reverse osmosis membrane modules. Specifically, the membrane unit 100 is configured by connecting one or more banks of reverse osmosis membrane modules in series via a pipe. A bank is a series in which one or a plurality of reverse osmosis membrane modules are connected in parallel via a pipe.

 逆浸透処理装置1は、被処理水を逆浸透により脱塩して、イオンや塩類の濃度が低減された脱塩水を造水する。被処理水としては、例えば、海水、随伴水、汽水、化石水、地下水、地表水等の鹹水が装置に供給される。逆浸透処理装置1は、具体的には、被処理水を逆浸透処理したり、前処理したりするのに必要な各種のポンプ、各種の前処理装置等と接続されて用いられる。逆浸透処理装置1は、例えば、海水淡水化、排水再利用、純水製造等の用途に使用することが可能である。 The reverse osmosis treatment apparatus 1 desalinates the water to be treated by reverse osmosis to produce desalted water with reduced concentrations of ions and salts. As the water to be treated, for example, salt water such as seawater, associated water, brackish water, fossil water, groundwater, surface water is supplied to the apparatus. Specifically, the reverse osmosis treatment device 1 is used by being connected to various pumps, various pretreatment devices and the like necessary for reverse osmosis treatment or pretreatment of water to be treated. The reverse osmosis treatment apparatus 1 can be used for applications such as seawater desalination, wastewater reuse, pure water production, and the like.

 ここで、膜ユニット100を構成する逆浸透膜モジュールの構造について説明する。 Here, the structure of the reverse osmosis membrane module constituting the membrane unit 100 will be described.

 図2は、逆浸透膜モジュールの構造の一例を示す断面図である。
 図2に示すように、逆浸透膜モジュールMは、圧力容器5と、逆浸透膜エレメント6と、を備えて構成される。圧力容器5は、略円筒形状を呈する容器であり、一方の端部に導入ポート5a、他方の端部に導出ポート5bを有している。圧力容器5の内部には、1個以上の逆浸透膜エレメント6が収容されている。逆浸透膜エレメント6は、逆浸透膜7を備えており、圧力容器5の内部で互いに直列に配置されている。なお、図2においては、計5個の逆浸透膜エレメント6が配置されているが、逆浸透膜エレメント6の個数は、逆浸透膜モジュールの仕様や逆浸透処理の濃縮率等に応じて適宜の数とされる。
FIG. 2 is a cross-sectional view showing an example of the structure of the reverse osmosis membrane module.
As shown in FIG. 2, the reverse osmosis membrane module M includes a pressure vessel 5 and a reverse osmosis membrane element 6. The pressure vessel 5 has a substantially cylindrical shape, and has an introduction port 5a at one end and a lead-out port 5b at the other end. One or more reverse osmosis membrane elements 6 are accommodated in the pressure vessel 5. The reverse osmosis membrane element 6 includes a reverse osmosis membrane 7 and is arranged in series inside the pressure vessel 5. In FIG. 2, a total of five reverse osmosis membrane elements 6 are arranged. The number of reverse osmosis membrane elements 6 is appropriately determined according to the specifications of the reverse osmosis membrane module, the concentration rate of the reverse osmosis treatment, and the like. The number of

 図3は、逆浸透膜エレメントの構造の一例を示す斜視図である。
 図3に示すように、逆浸透膜エレメント6は、逆浸透膜7が重ねられた膜積層体6aが集水配管8の周囲に配置されて構成される。膜積層体6aは、袋体状の複数の逆浸透膜7とメッシュ状のスペーサ9とが、集水配管8の周面に放射状に接合され、集水配管8の周囲にスパイラル状に巻回されることにより形成される。逆浸透膜7は、袋体の内部が集水配管8の透孔8aに連通するように集水配管8に接合される。逆浸透膜7は、袋体の内側と逆浸透膜7同士の間とに、スペーサ9が介装されることによって外形が保たれている。
FIG. 3 is a perspective view showing an example of the structure of the reverse osmosis membrane element.
As shown in FIG. 3, the reverse osmosis membrane element 6 is configured by arranging a membrane laminate 6 a on which a reverse osmosis membrane 7 is stacked around a water collection pipe 8. The membrane laminate 6 a is formed of a plurality of bag-like reverse osmosis membranes 7 and mesh-like spacers 9 that are radially joined to the peripheral surface of the water collecting pipe 8 and spirally wound around the water collecting pipe 8. Is formed. The reverse osmosis membrane 7 is joined to the water collection pipe 8 so that the inside of the bag body communicates with the through hole 8 a of the water collection pipe 8. The outer shape of the reverse osmosis membrane 7 is maintained by interposing a spacer 9 between the inside of the bag and between the reverse osmosis membranes 7.

 図2に示すように、逆浸透膜エレメント6は、集水配管8が圧力容器5の長手方向に沿う向きで、互いに直列な配置となるように圧力容器5に収容される。逆浸透膜エレメント6の集水配管8同士は、互いに連結されて末端が開いた一つの管路を形成し、集水配管8の末端は、導出ポート5bが設けられた圧力容器5の端部から外側に引き出されている。 As shown in FIG. 2, the reverse osmosis membrane element 6 is accommodated in the pressure vessel 5 such that the water collection pipe 8 is arranged in series with each other in the direction along the longitudinal direction of the pressure vessel 5. The water collection pipes 8 of the reverse osmosis membrane element 6 are connected to each other to form a single open pipe, and the end of the water collection pipe 8 is the end of the pressure vessel 5 provided with the outlet port 5b. It is pulled out from the outside.

 図3に示す逆浸透膜モジュールMにおいては、浸透圧以上に加圧された被処理水が導入ポート5aを通じて圧力容器5に導入される。そして、圧力容器5の内部を長手方向に沿って被処理水が流れる間に、逆浸透膜7によってクロスフロー濾過方式で逆浸透処理が行われる。その後、逆浸透処理により逆浸透膜7の一次側に濃縮した濃縮水は、導出ポート5bを通じて圧力容器5から排出される。一方、逆浸透膜7の二次側に透過した透過水は、集水配管8の内部に集水されて末端から排出される。 In the reverse osmosis membrane module M shown in FIG. 3, the water to be treated that has been pressurized to the osmotic pressure or higher is introduced into the pressure vessel 5 through the introduction port 5a. And while the to-be-processed water flows through the inside of the pressure vessel 5 along a longitudinal direction, a reverse osmosis process is performed by the reverse osmosis membrane 7 by a crossflow filtration system. Thereafter, the concentrated water concentrated on the primary side of the reverse osmosis membrane 7 by the reverse osmosis treatment is discharged from the pressure vessel 5 through the outlet port 5b. On the other hand, the permeated water that has permeated the secondary side of the reverse osmosis membrane 7 is collected in the water collection pipe 8 and discharged from the end.

 図1A及び図1Bに示す膜ユニット100は、このような逆浸透膜モジュールが1個又は複数並列に配置されて構成されるバンクが、1個又は複数直列に配置されて構成される。バンクは、通常、同一の仕様の逆浸透膜モジュールで構成され、配管を介して互いに並列に接続される。膜ユニット100は、複数の逆浸透膜モジュールを備えるとき、同じ仕様の逆浸透膜モジュール同士が、配管で互いに並列に接続されてなるバンクを、1個又は複数直列に配置されることにより逆浸透処理を行う系列を構成する。 The membrane unit 100 shown in FIGS. 1A and 1B is configured by arranging one or a plurality of banks in which one or a plurality of such reverse osmosis membrane modules are arranged in parallel. A bank is usually composed of reverse osmosis membrane modules having the same specifications, and is connected in parallel to each other via a pipe. When the membrane unit 100 includes a plurality of reverse osmosis membrane modules, reverse osmosis is achieved by arranging one or a plurality of banks in which reverse osmosis membrane modules having the same specifications are connected in parallel by piping. A sequence for processing is configured.

 図1A及び図1Bに示すように、膜ユニット100は、被処理水を膜ユニット100の逆浸透膜モジュールに供給するための供給路と、逆浸透処理によって分離された透過水を膜ユニット100の逆浸透膜モジュールから回収するための回収路と、逆浸透処理によって分離された濃縮水を膜ユニット100の逆浸透膜モジュールから排出するための排出路と、が接続した状態で用いられる。 As shown in FIGS. 1A and 1B, the membrane unit 100 includes a supply path for supplying the water to be treated to the reverse osmosis membrane module of the membrane unit 100, and the permeated water separated by the reverse osmosis treatment. A recovery path for recovering from the reverse osmosis membrane module and a discharge path for discharging the concentrated water separated by the reverse osmosis treatment from the reverse osmosis membrane module of the membrane unit 100 are used in a connected state.

 被処理水の供給路は、系外にある被処理水の供給元から、膜ユニット100が備える逆浸透膜モジュールの一次側の入口(導入ポート5a)に向けて、被処理水が通流可能な流路を形成している。また、透過水の回収路は、膜ユニット100が備える逆浸透膜モジュールの二次側の出口(集水配管8の末端)から、系外に向けて、透過水が通流可能な流路を形成している。また、濃縮水の排出路は、膜ユニット100が備える逆浸透膜モジュールの一次側の出口(導出ポート5b)から、膜ユニット100の外部に向けて、濃縮水が通流可能な流路を形成している。 The treated water supply path allows the treated water to flow from the supply source of the treated water outside the system toward the primary inlet (introduction port 5a) of the reverse osmosis membrane module included in the membrane unit 100. A simple flow path is formed. In addition, the permeate recovery path is a channel through which permeate can flow from the secondary side outlet (the end of the water collection pipe 8) of the reverse osmosis membrane module included in the membrane unit 100 toward the outside of the system. Forming. Further, the concentrated water discharge path forms a flow path through which the concentrated water can flow from the outlet (outlet port 5b) on the primary side of the reverse osmosis membrane module included in the membrane unit 100 toward the outside of the membrane unit 100. is doing.

 本実施形態に係る逆浸透処理装置1は、図1A及び図1Bに示すように、被処理水を膜ユニット100の逆浸透膜モジュールに供給するための供給路、及び、逆浸透処理によって分離された濃縮水を膜ユニット100の逆浸透膜モジュールから排出するための排出路のうち、少なくとも一方の一部が、複数並列に配置された配管(110,210)によって構成されることを特徴とする。 The reverse osmosis treatment apparatus 1 according to the present embodiment is separated by a supply path for supplying water to be treated to the reverse osmosis membrane module of the membrane unit 100 and reverse osmosis treatment as shown in FIGS. 1A and 1B. Among the discharge paths for discharging the concentrated water from the reverse osmosis membrane module of the membrane unit 100, at least one part is constituted by a plurality of pipes (110, 210) arranged in parallel. .

 すなわち、逆浸透処理装置1では、圧力容器(5)の内部であって逆浸透膜(7)の一次側に連通する供給路及び排出路のうち、少なくとも一方の少なくとも一部の区間が、並列状に多重化された配管(110,210)で構成される。図1Aは、多重化された配管(110,210)を被処理水の供給路に配置した例を示している。また、図1Bは、多重化された配管(110,210)を濃縮水の排出路に配置した例を示している。 That is, in the reverse osmosis treatment apparatus 1, at least a part of at least one of the supply path and the discharge path communicating with the primary side of the reverse osmosis membrane (7) inside the pressure vessel (5) is parallel. It is comprised by the piping (110,210) multiplexed in the shape. FIG. 1A shows an example in which multiplexed pipes (110, 210) are arranged in a supply path of water to be treated. Moreover, FIG. 1B has shown the example which has arrange | positioned the multiplexed piping (110,210) in the discharge path of concentrated water.

 逆浸透処理装置1では、逆浸透膜(7)の一次側に連通する配管が多重化され、冗長化された流路の系列が備えられることにより、多重化された配管(110,210)のうち、一部の配管を洗浄し、残りの配管で逆浸透処理を続けることができる。なお、図1A及び図1Bにおいて、多重化された配管は、第1配管110と第2配管210の2本で構成された例が示されているが、多重化する数は、2本以上の適宜の数とすることが可能である。 In the reverse osmosis treatment apparatus 1, the pipes communicating with the primary side of the reverse osmosis membrane (7) are multiplexed, and the redundant flow path series is provided, so that the multiplexed pipes (110, 210) are provided. Among them, some piping can be washed and the reverse osmosis treatment can be continued with the remaining piping. In FIG. 1A and FIG. 1B, an example in which the multiplexed pipes are composed of two pipes of the first pipe 110 and the second pipe 210 is shown, but the number of multiplexed pipes is two or more. It is possible to use an appropriate number.

 図1A及び図1Bに示すように、多重化された配管(110,210)のそれぞれは、配管自体の入口を閉止可能な入口バルブ(V11,V21)と、配管自体の出口を閉止可能な出口バルブ(V12,V22)とを有している。第1配管110は、第1入口バルブV11と第1出口バルブV12を有している。また、第2配管210は、第2入口バルブV21と第2出口バルブV22を有している。多重化された個々の配管は、配管自体の入口と出口とがバルブで閉止されることにより、被処理水の通流が遮断されるようになっている。バルブで閉止されることにより、配管自体の内部が、逆浸透処理のために供給される被処理水から隔離された状態となる。 As shown in FIGS. 1A and 1B, each of the multiplexed pipes (110, 210) includes an inlet valve (V11, V21) capable of closing the inlet of the pipe itself and an outlet capable of closing the outlet of the pipe itself. And valves (V12, V22). The first pipe 110 has a first inlet valve V11 and a first outlet valve V12. The second pipe 210 has a second inlet valve V21 and a second outlet valve V22. The multiplexed individual pipes are configured such that the flow of water to be treated is blocked by closing the inlets and outlets of the pipes with valves. By closing with the valve, the inside of the pipe itself is isolated from the water to be treated supplied for the reverse osmosis treatment.

 また、多重化された配管(110,210)のそれぞれには、配管の入口と出口との間の中間部に、配管自体を洗浄する薬洗水が通流可能な薬洗用配管(120,220,140,240)が接続している。図1A及び図1Bにおいて、薬洗用配管(120,220,140,240)としては、第1配管用の第1薬洗用配管120と、第1配管用の第2薬洗用配管140と、第2配管用の第1薬洗用配管220と、第2配管用の第2薬洗用配管240との計4本が備えられている。第1配管用の第1薬洗用配管120と第2配管用の第1薬洗用配管220とには、それぞれ、第1薬洗用配管バルブ(V13,V14)が設けられている。また、第1配管用の第2薬洗用配管140と第2配管用の第2薬洗用配管240とには、それぞれ、第2薬洗用配管バルブ(V23,V24)が設けられている。 In addition, each of the multiplexed pipes (110, 210) has a chemical washing pipe (120, 210) through which chemical washing water for washing the pipe itself can flow in an intermediate portion between the inlet and the outlet of the pipe. 220, 140, 240) are connected. In FIG. 1A and FIG. 1B, as the chemical washing pipes (120, 220, 140, 240), the first chemical washing pipe 120 for the first pipe, the second chemical washing pipe 140 for the first pipe, A total of four pipes, a first chemical washing pipe 220 for the second pipe and a second chemical washing pipe 240 for the second pipe, are provided. The first chemical wash pipe 120 (V13, V14) is provided in the first chemical wash pipe 120 for the first pipe and the first chemical wash pipe 220 for the second pipe, respectively. The second chemical wash pipe 140 for the first pipe and the second chemical wash pipe 240 for the second pipe are provided with second chemical wash pipe valves (V23, V24), respectively. .

 図1A及び図1Bにおいて、第1配管用の第1薬洗用配管120と、第2配管用の第1薬洗用配管220とは、一端が、多重化された配管(110,210)のそれぞれの出口側(被処理水の流れの下流側)であって、出口バルブ(V12,V22)よりも上流に接続している。一方、他端は、共通の薬洗装置Uに繋がっている。また、第1配管用の第2薬洗用配管140と、第2配管用の第2薬洗用配管240とは、一端が、多重化された配管(110,210)のそれぞれの入口側(被処理水の流れの上流側)であって、入口バルブ(V11,V21)よりも下流に接続している。一方、他端は、共通の薬洗装置Uに繋がっている。 1A and 1B, the first chemical wash pipe 120 for the first pipe and the first chemical wash pipe 220 for the second pipe are pipes (110, 210) having one end multiplexed. Each outlet side (downstream side of the water to be treated) is connected upstream of the outlet valves (V12, V22). On the other hand, the other end is connected to a common chemical washing apparatus U. In addition, the second chemical wash pipe 140 for the first pipe and the second chemical wash pipe 240 for the second pipe have one end on each inlet side of the multiplexed pipes (110, 210) ( The upstream side of the water to be treated is connected downstream of the inlet valves (V11, V21). On the other hand, the other end is connected to a common chemical washing apparatus U.

 図4A及び図4Bは、薬洗装置の構成の一例を示す図である。
 図4A及び図4Bに示すように、薬洗装置Uは、薬洗水を一時的に貯留するための薬洗水タンク310と、薬洗水を多重化された配管(110,210)に通水するための薬洗用ポンプ320と、薬洗水を濾過して洗浄後の汚濁物を除去するためのフィルタ330と、を備えて構成することができる。
4A and 4B are diagrams showing an example of the configuration of the chemical washing apparatus.
As shown in FIGS. 4A and 4B, the chemical washing apparatus U passes the chemical washing water tank 310 for temporarily storing the chemical washing water and the pipes (110, 210) multiplexed with the chemical washing water. A chemical washing pump 320 for watering and a filter 330 for filtering the chemical washing water to remove contaminated substances after washing can be configured.

 薬洗装置Uは、薬洗水タンク310、薬洗用ポンプ320、フィルタ330等を、薬洗水が通流可能な配管を介して直列に備え、一端が、第1配管用の第1薬洗用配管120と第2配管用の第1薬洗用配管220にそれぞれ接続し、他端が、第1配管用の第2薬洗用配管140と第2配管用の第2薬洗用配管240にそれぞれ接続される。つまり、薬洗装置Uと多重化された配管(110,210)との間には、薬洗水が循環可能な循環路が形成されており、第1配管用の第1薬洗用配管120及び第2配管用の第1薬洗用配管220と、第1配管用の第2薬洗用配管140及び第2配管用の第2薬洗用配管240とのうち、いずれか一方が、多重化された配管(110,210)に薬洗水を供給可能な管路を形成するようになっている。薬洗装置Uは、循環路に薬洗水を通水することにより、多重化された配管(110,210)の管内を薬洗水で定置洗浄することが可能である。 The chemical washing apparatus U includes a chemical washing water tank 310, a chemical washing pump 320, a filter 330, and the like in series via a pipe through which chemical washing water can flow, and one end is a first chemical for the first pipe. The other pipes are connected to the washing pipe 120 and the first medicine washing pipe 220 for the second pipe, respectively, and the other ends are the second medicine washing pipe 140 for the first pipe and the second medicine washing pipe for the second pipe. 240 respectively. That is, a circulation path through which the chemical wash water can be circulated is formed between the chemical washing apparatus U and the multiplexed pipes (110, 210), and the first chemical washing pipe 120 for the first pipe is formed. And the first chemical wash pipe 220 for the second pipe, the second chemical wash pipe 140 for the first pipe, and the second chemical wash pipe 240 for the second pipe are multiplexed. A pipe line capable of supplying chemical washing water to the converted pipes (110, 210) is formed. The chemical washing apparatus U can wash the fixed pipes (110, 210) with chemical washing water by passing the chemical washing water through the circulation path.

 薬洗水としては、例えば、次亜塩素酸ナトリウム等の酸化性の薬剤、2,2-ジブロモ-3-ニトリロプロピオンアミド(DBNPA)等の殺菌剤、エチレンジアミン四酢酸(EDTA)等のキレート剤、酸、アルカリ、界面活性剤等を含む薬液を用いることができる。これらの1種以上を水に溶解した薬液を薬洗水として通水することができる。薬洗装置Uによる定置洗浄は、例えば、清澄な清水を一方向に通水して排水するフラッシング、薬洗水によるフラッシング、循環路上での薬洗水の循環、管内に薬洗水を満たして静置する浸漬、管内に清澄な清水を満たして静置する浸漬等の各種の処理を組み合わせて実施する。 Examples of the washing water include oxidizing agents such as sodium hypochlorite, bactericides such as 2,2-dibromo-3-nitrilopropionamide (DBNPA), chelating agents such as ethylenediaminetetraacetic acid (EDTA), A chemical solution containing an acid, an alkali, a surfactant and the like can be used. A chemical solution in which one or more of these are dissolved in water can be passed as chemical washing water. In-place cleaning by the chemical washing apparatus U is, for example, flushing clear water in one direction and draining, flushing with chemical washing water, circulation of chemical washing water on the circulation path, filling the pipe with chemical washing water Various treatments such as dipping to stand and dipping to leave the tube filled with clear fresh water are carried out in combination.

 薬洗装置Uは、第1配管用の第1薬洗用配管120と第2配管用の第1薬洗用配管220を介して、多重化された配管の入口側(被処理水の流れの上流側)から薬洗水を流してもよいし、第1配管用の第2薬洗用配管140と第2配管用の第2薬洗用配管240を介して、多重化された配管の出口側(被処理水の流れの下流側)から薬洗水を流してもよい。多重化された配管の出口側から薬洗水を流す場合、多重化された配管(110,210)のそれぞれは、薬洗水で逆洗されることになる。被処理水の流れの方向に強固に付着した微生物膜等は、反対の流れの薬洗水で容易に剥離されるため、効果的に洗浄を行うことが可能である。なお、多重化された配管(110,210)に通水された薬洗水や清水等は、循環路から不図示の排水路を通じて排水される。 The chemical washing apparatus U is connected to the inlet side of the multiplexed pipe (the flow of the water to be treated) via the first chemical washing pipe 120 for the first pipe and the first chemical washing pipe 220 for the second pipe. The chemical wash water may flow from the upstream side), or the outlets of the multiplexed pipes via the second chemical wash pipe 140 for the first pipe and the second chemical wash pipe 240 for the second pipe Chemical wash water may be allowed to flow from the side (downstream of the water to be treated). When chemical wash water is allowed to flow from the outlet side of the multiplexed pipe, each of the multiplexed pipes (110, 210) is backwashed with chemical wash water. Microbial membranes and the like that adhere firmly in the direction of the water to be treated are easily peeled off by the chemical flow of water in the opposite flow, and thus can be cleaned effectively. In addition, the chemical wash water, fresh water, etc. which were passed through the multiplexed pipes (110, 210) are drained from the circulation path through a drain path (not shown).

 薬洗装置Uは、図4Aに示すように、薬洗水の流れの方向に沿って、薬洗水タンク310、薬洗用ポンプ320、フィルタ330の順に構成することが可能である。図4Aの順序であると、薬洗水タンク310に投入された薬剤が生成した反応物や、薬洗水タンク310に混入した異物等が、第1薬洗用配管(120,220)に流される前にフィルタ330で排除される。そのため、これらの反応物や異物等が多重化された配管(110,210)に流入し、配管の内部で微生物を繁殖させたり、膜ユニット100に流入したりするのを防止することができる。 As shown in FIG. 4A, the chemical washing apparatus U can be configured in the order of the chemical washing water tank 310, the chemical washing pump 320, and the filter 330 along the direction of the chemical washing water flow. In the order shown in FIG. 4A, the reaction product produced by the chemical charged in the chemical washing water tank 310, the foreign matter mixed in the chemical washing water tank 310, and the like flow into the first chemical washing pipe (120, 220). Before being filtered. Therefore, it is possible to prevent these reactants, foreign substances, and the like from flowing into the multiplexed pipe (110, 210) and causing microorganisms to propagate inside the pipe or to flow into the membrane unit 100.

 また、薬洗装置Uは、図4Bに示すように、薬洗水の流れの方向に沿って、フィルタ330、薬洗水タンク310、薬洗用ポンプ320の順に構成することが可能である。図4Bの順序であると、多重化された配管(110,210)から返送された薬洗水に残留している汚濁物が、薬洗水タンク310に流入する前にフィルタ330で排除される。そのため、汚濁物が薬洗水タンク310に投入された薬剤と反応して、薬剤の効果が弱められるのを防止することができる。 Further, as shown in FIG. 4B, the chemical washing apparatus U can be configured in the order of the filter 330, the chemical washing water tank 310, and the chemical washing pump 320 along the flow direction of the chemical washing water. In the order of FIG. 4B, the contaminants remaining in the chemical wash water returned from the multiplexed pipes (110, 210) are removed by the filter 330 before flowing into the chemical wash water tank 310. . Therefore, it is possible to prevent the pollutant from reacting with the medicine charged into the chemical washing water tank 310 and weakening the effect of the medicine.

 図5A及び図5Bは、多重化された配管の切り替え操作を示す図である。
 図5Aは、多重化された配管(110,210)のうち、第1配管110に被処理水を流して逆浸透処理を行う一方、第2配管210に薬洗水を流して洗浄を行うときのバルブの開閉の状態を示す。図5Bは、多重化された配管(110,210)のうち、第1配管110に薬洗水を流して洗浄を行う一方、第2配管210に被処理水を流して逆浸透処理を行うときのバルブの開閉の状態を示す。
5A and 5B are diagrams illustrating a switching operation of multiplexed pipes.
FIG. 5A shows a case in which reverse osmosis treatment is performed by flowing water to be treated into the first pipe 110 among the multiplexed pipes (110, 210), while cleaning is performed by flowing chemical wash water into the second pipe 210. The open / close state of the valve is shown. FIG. 5B shows a case where chemical wash water is poured into the first pipe 110 among the multiplexed pipes (110, 210) for cleaning, while water to be treated is poured into the second pipe 210 for reverse osmosis treatment. The open / close state of the valve is shown.

 図5A及び図5Bに示すように、逆浸透処理装置1を使用して行う逆浸透処理方法においては、多重化された配管(110,210)のうち、一部の配管を使用して被処理水を逆浸透処理し、被処理水を逆浸透処理する間に、残部の配管に薬洗水を通流させて管内を洗浄する。そして、逆浸透処理に使用する配管と洗浄する配管とを入れ替えながら逆浸透処理を続ける。このような逆浸透処理方法によると、逆浸透処理を中断することなく、逆浸透膜の一次側に連通する配管を洗浄することが可能である。使用する配管を入れ替えながら定期的に洗浄することで、配管が汚染源となる逆浸透膜のファウリングを持続的に予防することができる。 As shown in FIGS. 5A and 5B, in the reverse osmosis treatment method performed using the reverse osmosis treatment apparatus 1, a part of the pipes among the multiplexed pipes (110, 210) is processed. During the reverse osmosis treatment of the water and the reverse osmosis treatment of the water to be treated, the inside of the pipe is washed by passing the chemical washing water through the remaining pipe. And reverse osmosis processing is continued, exchanging piping used for reverse osmosis processing, and piping to wash. According to such a reverse osmosis treatment method, it is possible to wash the piping communicating with the primary side of the reverse osmosis membrane without interrupting the reverse osmosis treatment. By regularly washing while replacing the pipes to be used, fouling of the reverse osmosis membrane where the pipes become a contamination source can be continuously prevented.

 例えば、第1配管110を逆浸透処理に使用するときには、図5Aに示すように、第1入口バルブV11と第1出口バルブV12とを開放する。また、薬洗装置Uに繋がる配管の第1薬洗用配管バルブ(V13,V14)を閉鎖する。一方、第2配管210の側の第2入口バルブV21と第2出口バルブV22については閉鎖する。また、第2薬洗用配管バルブ(V23,V24)については開放する。 For example, when the first pipe 110 is used for the reverse osmosis treatment, as shown in FIG. 5A, the first inlet valve V11 and the first outlet valve V12 are opened. Further, the first chemical washing pipe valves (V13, V14) of the pipe connected to the chemical washing apparatus U are closed. On the other hand, the second inlet valve V21 and the second outlet valve V22 on the second pipe 210 side are closed. Further, the second chemical washing piping valves (V23, V24) are opened.

 図5Aに示す状態において、第1配管110は、被処理水が逆浸透膜モジュールに向けて通流可能となる。そのため、第1配管110を使用して被処理水の逆浸透処理を続けることができる。一方、第2配管210は、管内が逆浸透処理のために供給される被処理水から隔離され、代わりに薬洗水が通流可能となる。よって、逆浸透処理を中断することなく、第2配管210の管内を洗浄することができる。 In the state shown in FIG. 5A, the first pipe 110 allows the water to be treated to flow toward the reverse osmosis membrane module. Therefore, the reverse osmosis process of to-be-processed water can be continued using the 1st piping 110. FIG. On the other hand, in the second pipe 210, the inside of the pipe is isolated from the water to be treated supplied for reverse osmosis treatment, and instead the chemical washing water can flow. Therefore, the inside of the second pipe 210 can be cleaned without interrupting the reverse osmosis process.

 これに対し、第2配管210を逆浸透処理に使用するときには、図5Bに示すように、第2入口バルブV21と第2出口バルブV22とを開放する。また、薬洗装置Uに繋がる配管の第2薬洗用配管バルブ(V23,V24)を閉鎖する。一方、第1配管110の側の第1入口バルブV11と第1出口バルブV12については閉鎖する。また、第1薬洗用配管バルブ(V13,V14)については開放する。 In contrast, when the second pipe 210 is used for reverse osmosis, the second inlet valve V21 and the second outlet valve V22 are opened as shown in FIG. 5B. In addition, the second chemical washing piping valves (V23, V24) of the piping connected to the chemical washing device U are closed. On the other hand, the first inlet valve V11 and the first outlet valve V12 on the first pipe 110 side are closed. Further, the first chemical washing piping valves (V13, V14) are opened.

 図5Bに示す状態においては、反対に、第2配管210を使用して被処理水の逆浸透処理を続けつつ、第1配管110の管内を洗浄することができる。なお、図5A及び図5Bにおいては、多重化された配管(110,210)を被処理水の供給路に配置した例を示しているが、濃縮水の排出路に配置した場合も同様の操作となる。 In the state shown in FIG. 5B, on the contrary, the inside of the first pipe 110 can be cleaned while continuing the reverse osmosis treatment of the water to be treated using the second pipe 210. 5A and 5B show an example in which the multiplexed pipes (110, 210) are arranged in the treated water supply path, but the same operation is performed when they are arranged in the concentrated water discharge path. It becomes.

 バルブの切り替え操作は、逆浸透処理装置1の運転中に行うことが可能である。例えば、多重化された配管(110,210)の一方に被処理水を一定の時間通水したとき、供給される被処理水の水質指標、例えば、SDI(Silt Density Index)、アデノシン三リン酸(ATP)の値等から配管の汚染が懸念されるとき、又は、膜ユニット100の運転時間が所定の時間に達したときに、バルブを切り替え、逆浸透処理に使用する配管と洗浄する配管とを入れ替えることができる。 The valve switching operation can be performed during the operation of the reverse osmosis treatment apparatus 1. For example, when the treated water is passed through one of the multiplexed pipes (110, 210) for a certain period of time, the water quality index of the treated water supplied, for example, SDI (SiltSiDensity Index), adenosine triphosphate When there is a concern about the contamination of the pipe from the value of (ATP) or the like, or when the operation time of the membrane unit 100 reaches a predetermined time, the valve is switched, and the pipe used for reverse osmosis treatment and the pipe to be washed Can be replaced.

 多重化された配管(110,210)のそれぞれは、任意の管径、管長、厚さ、形状、耐圧、材質等とすることができるが、互いに同じ仕様の配管で構成することが好ましい。同じ仕様の配管が多重化されることにより、相互に同一の条件で逆浸透処理や洗浄を行うことが可能となる。そのため、逆浸透処理に使用する配管と洗浄する配管とを入れ替えながら逆浸透処理を続けるとき、余計な調整を行わなくて済む。 Each of the multiplexed pipes (110, 210) can have any pipe diameter, pipe length, thickness, shape, pressure resistance, material, etc., but it is preferable that the pipes have the same specifications. By multiplexing pipes having the same specifications, reverse osmosis treatment and cleaning can be performed under the same conditions. Therefore, when the reverse osmosis process is continued while replacing the pipe used for the reverse osmosis process and the pipe to be cleaned, no extra adjustment is required.

 次に、逆浸透膜の一次側に連通する供給路及び排出路のうち、並列状に多重化された配管を適用することができる位置の具体例について説明する。 Next, a specific example of a position where pipes multiplexed in parallel in the supply path and the discharge path communicating with the primary side of the reverse osmosis membrane can be applied will be described.

 図6は、多重化された配管を適用する位置を示す図である。
 図6に示すように、多重化された配管(110,210)は、供給ポンプ(第1ポンプ)11と、前処理装置12と、高圧ポンプ(第2ポンプ)13と、膜ユニット100と、を備える逆浸透処理装置2に適用することができる。
FIG. 6 is a diagram illustrating a position where the multiplexed pipe is applied.
As shown in FIG. 6, the multiplexed pipes (110, 210) include a supply pump (first pump) 11, a pretreatment device 12, a high-pressure pump (second pump) 13, a membrane unit 100, It can apply to the reverse osmosis processing apparatus 2 provided with.

 供給ポンプ(第1ポンプ)11は、逆浸透処理に供する被処理水を系外から膜ユニット100に向けて供給するために備えられる。例えば、被処理水が海水であるとき、取水された海水が、適宜の前処理をされた後に供給ポンプ11によって供給される。海水に含まれている濁質、海洋生物等は、通常、凝集剤を使用した凝集沈殿処理、浮上分離処理、砂濾過、フィルタ濾過等による濾過処理、殺菌処理等によって予め排除される。 The supply pump (first pump) 11 is provided to supply the water to be treated for reverse osmosis treatment from outside the system to the membrane unit 100. For example, when the water to be treated is seawater, the taken-in seawater is supplied by the supply pump 11 after appropriate pretreatment. Turbidity, marine organisms, and the like contained in seawater are usually excluded in advance by a coagulation-precipitation process using a coagulant, a flotation separation process, a filtration process using sand filtration, filter filtration, or a sterilization process.

 前処理装置12は、被処理水中の濁質を排除する装置である。前処理装置12は、被処理水を供給するための供給路において、供給ポンプ11の下流に配置されている。前処理装置12は、例えば、バグフィルタ等の濾過器であり、比較的微小な濁質を濾過によって排除する。 The pretreatment device 12 is a device that eliminates turbidity in the for-treatment water. The pretreatment device 12 is disposed downstream of the supply pump 11 in a supply path for supplying water to be treated. The pretreatment device 12 is a filter such as a bag filter, for example, and removes relatively fine turbidity by filtration.

 高圧ポンプ(第2ポンプ)13は、被処理水を浸透圧以上に昇圧して膜ユニット100が備える逆浸透膜モジュールに通し、逆浸透膜モジュールが備える逆浸透膜に逆浸透させる。高圧ポンプ13は、被処理水を供給するための供給路において、前処理装置12の下流に配置されている。 The high-pressure pump (second pump) 13 raises the water to be treated to the osmotic pressure or higher and passes it through the reverse osmosis membrane module provided in the membrane unit 100 to reverse osmosis the reverse osmosis membrane provided in the reverse osmosis membrane module. The high-pressure pump 13 is disposed downstream of the pretreatment device 12 in the supply path for supplying the water to be treated.

 図6に示すような逆浸透処理装置2には、海水や下水処理水等のように、微生物が繁殖し易い被処理水が供され得る。微生物が繁殖し易い被処理水を逆浸透処理するときには、一般に、供給ポンプ11よりも上流の区間で、殺菌作用を有する次亜塩素酸ナトリウム等の薬品が添加されて逆浸透膜のファウリングの予防が図られることが多い。次亜塩素酸ナトリウム等の遊離塩素を含む薬品は、ポリアミド製等の逆浸透膜を劣化させるため、被処理水に供給された次亜塩素酸ナトリウム等の薬品は、重亜硫酸ナトリウム等の還元剤を添加することによって中和されることが多い。図6においては、このような還元剤を添加する位置を、還元剤タンク15と薬注ポンプ16で構成される薬注装置の位置で示している。 The reverse osmosis treatment apparatus 2 as shown in FIG. 6 can be provided with treated water in which microorganisms are easy to propagate, such as seawater and sewage treated water. When reverse osmosis treatment is performed on water to be easily propagated by microorganisms, a chemical such as sodium hypochlorite having a bactericidal action is generally added in a section upstream from the supply pump 11 to cause fouling of the reverse osmosis membrane. Prevention is often achieved. Since chemicals containing free chlorine such as sodium hypochlorite degrade reverse osmosis membranes made of polyamide, etc., chemicals such as sodium hypochlorite supplied to the treated water are reducing agents such as sodium bisulfite. Is often neutralized by adding. In FIG. 6, the position at which such a reducing agent is added is indicated by the position of the chemical injection device including the reducing agent tank 15 and the chemical injection pump 16.

 図6に示すような逆浸透処理装置2において、多重化された配管(110,210)は、供給ポンプ(第1ポンプ)11よりも上流の区間L1、供給ポンプ(第1ポンプ)11と前処理装置12との間の区間L2,L3、前処理装置12と高圧ポンプ(第2ポンプ)13との間の区間L4、及び、高圧ポンプ(第2ポンプ)13と膜ユニット100との間の区間L5のうち、1以上の区間に適用し、冗長化された流路の系列を、少なくともその区間の一部で成すように配置することができる。 In the reverse osmosis treatment device 2 as shown in FIG. 6, the multiplexed pipes (110, 210) are connected to the section L 1 upstream of the supply pump (first pump) 11, the supply pump (first pump) 11 and the front. Sections L2 and L3 between the processing apparatus 12, a section L4 between the preprocessing apparatus 12 and the high-pressure pump (second pump) 13, and between the high-pressure pump (second pump) 13 and the membrane unit 100 Applying to one or more sections of the section L5, it is possible to arrange a series of redundant flow paths so as to form at least a part of the section.

 多重化された配管(110,210)を、被処理水の供給路に相当する、膜ユニット100よりも上流の区間L1,L2,L3,L4,L5に適用すると、その区間の配管を頻繁に洗浄することが可能になる。そのため、その区間の配管に堆積した微生物膜等の汚濁物で、下流の膜ユニット100等が汚染されるのを防止することができる。 When the multiplexed pipes (110, 210) are applied to the sections L1, L2, L3, L4, L5 upstream of the membrane unit 100, which correspond to the supply path of the water to be treated, the pipes in that section are frequently used. It becomes possible to wash. Therefore, it is possible to prevent the downstream membrane unit 100 and the like from being contaminated by contaminants such as microbial membranes deposited on the piping in the section.

 特に、供給ポンプ11と還元剤の薬注点との間の区間L2と、還元剤の薬注点と前処理装置12との間の区間L3のうち、薬注点よりも下流の区間L3は、還元剤が添加された後の被処理水が流れるので、微生物で汚染し易い区間である。そのため、多重化された配管(110,210)を、薬注点よりも下流の区間L3に適用すると、殺菌作用が弱められて汚染し易くなった配管を、冗長化された流路を利用して頻繁に洗浄することが可能になり、逆浸透膜のファウリングを効果的に予防することができる。 In particular, among the section L2 between the supply pump 11 and the reducing agent injection point and the section L3 between the reducing agent injection point and the pretreatment device 12, the section L3 downstream from the injection point is Since the water to be treated after the reducing agent is added flows, it is a section that is easily contaminated with microorganisms. Therefore, when the multiplexed pipes (110, 210) are applied to the section L3 downstream from the chemical injection point, the sterilization action is weakened and the pipes that are easily contaminated are used by using redundant channels. Therefore, it is possible to wash frequently and effectively prevent fouling of the reverse osmosis membrane.

 また、薬注点よりも下流、且つ、前処理装置12よりも下流の区間L4,L5は、還元剤が添加された後の被処理水が、濾過器の前処理装置12を通過した後の区間であるので、濾過器を通過するときの攪拌で中和が進んでおり、殺菌作用が略消失した状態となる傾向が強い。そのため、多重化された配管(110,210)を、薬注点よりも下流、且つ、前処理装置12よりも下流の区間L4,L5に適用すると、殺菌作用が略消失して汚染し易くなった配管を、冗長化された流路を利用して頻繁に洗浄することが可能になり、逆浸透膜のファウリングを更に効果的に予防することができる。 Further, in the sections L4 and L5 downstream from the chemical injection point and downstream from the pretreatment device 12, the water to be treated after the reducing agent is added passes through the pretreatment device 12 of the filter. Since it is a section, neutralization proceeds with stirring when passing through the filter, and the sterilization effect tends to be substantially lost. Therefore, when the multiplexed pipes (110, 210) are applied to the sections L4, L5 downstream from the chemical injection point and downstream from the pretreatment device 12, the bactericidal action is substantially lost and the contamination is likely to occur. It is possible to frequently clean the pipe using the redundant flow path, and to prevent fouling of the reverse osmosis membrane more effectively.

 また、図6に示すような逆浸透処理装置2において、多重化された配管(110,210)は、濃縮水の排出路に相当する、膜ユニット100よりも下流の区間L6に適用し、冗長化された流路の系列を、少なくともその区間の一部で成すように配置することができる。 Further, in the reverse osmosis treatment device 2 as shown in FIG. 6, the multiplexed pipes (110, 210) are applied to the section L6 downstream of the membrane unit 100 corresponding to the concentrated water discharge path, and are redundant. It is possible to arrange the converted flow path series so as to form at least a part of the section.

 多重化された配管(110,210)を、膜ユニット100よりも下流の区間L6に適用すると、その区間の配管を頻繁に洗浄することが可能になる。そのため、濃縮水を再利用したり、濃縮水を水質の異なる水と混合してさらに逆浸透処理をしたり、濃縮水を後処理したりする場合に、その区間の配管が汚染源となる虞があったとしても、逆浸透処理を中断することなく、その区間の配管を洗浄することが可能である。 When the multiplexed pipes (110, 210) are applied to the section L6 downstream from the membrane unit 100, the pipes in that section can be washed frequently. Therefore, when the concentrated water is reused, or when the concentrated water is mixed with water of different water quality and further subjected to reverse osmosis treatment, or when the concentrated water is post-treated, there is a possibility that the piping in that section may become a pollution source. Even if there is, it is possible to wash the piping in the section without interrupting the reverse osmosis treatment.

 図7は、多重化された配管を適用する位置を示す図である。
 図7に示すように、多重化された配管(110,210)は、供給ポンプ(第1ポンプ)11と、前処理装置12と、高圧ポンプ(第2ポンプ)13と、第1バンク10と、第2バンク20と、動力回収装置18と、ブースターポンプ(第3ポンプ)19と、を備える逆浸透処理装置3に適用することができる。すなわち、逆浸透膜モジュールが1個又は複数並列に配置されてなる第1バンク10と第2バンク20とを有し、被処理水を逆浸透処理して分離した濃縮水を、更に逆浸透処理する多段式の逆浸透処理装置に適用することが可能である。
FIG. 7 is a diagram illustrating a position where a multiplexed pipe is applied.
As shown in FIG. 7, the multiplexed pipes (110, 210) include a supply pump (first pump) 11, a pretreatment device 12, a high-pressure pump (second pump) 13, and a first bank 10. The reverse osmosis treatment device 3 including the second bank 20, the power recovery device 18, and the booster pump (third pump) 19 can be applied. That is, the first bank 10 and the second bank 20 in which one or a plurality of reverse osmosis membrane modules are arranged in parallel, and the concentrated water separated by reverse osmosis treatment of treated water is further subjected to reverse osmosis treatment. It is possible to apply to a multistage reverse osmosis treatment apparatus.

 第1バンク10は、被処理水を逆浸透により一次処理するために備えられる。第1バンク10において被処理水が逆浸透処理されると、被処理水は、第1透過水と第1濃縮水とに分離される。 The first bank 10 is provided for primary treatment of water to be treated by reverse osmosis. When the water to be treated is subjected to the reverse osmosis treatment in the first bank 10, the water to be treated is separated into the first permeated water and the first concentrated water.

 第2バンク20は、第1バンク10によって分離された第1濃縮水を逆浸透により二次処理するために備えられる。第2バンク20において第1濃縮水が逆浸透処理されると、第1濃縮水は、第2透過水と第2濃縮水とに分離される。 The second bank 20 is provided for secondary treatment of the first concentrated water separated by the first bank 10 by reverse osmosis. When the first concentrated water is subjected to the reverse osmosis treatment in the second bank 20, the first concentrated water is separated into the second permeated water and the second concentrated water.

 動力回収装置18は、第2バンク20によって分離された第2濃縮水の残圧を利用して第1バンク10に供給される被処理水を昇圧する装置である。動力回収装置18は、例えば、PX(Pressure Exchanger)型、DWEER(Dual Work Energy Exchanger)型等の圧力交換器や、ターボチャージャー式のエネルギ交換器や、ぺルトン水車等のように圧力、流速等のエネルギを交換可能な装置で構成される。 The power recovery device 18 is a device that boosts the water to be treated supplied to the first bank 10 using the residual pressure of the second concentrated water separated by the second bank 20. The power recovery device 18 is, for example, a pressure exchanger such as a PX (Pressure Exchanger) type or a DWEER (Dual Energy Exchanger) type, a turbocharger type energy exchanger, a Pelton turbine, etc. It is composed of a device capable of exchanging energy.

 ブースターポンプ(第3ポンプ)19は、動力回収装置18によって昇圧された被処理水を加圧するために備えられる。ブースターポンプ19は、動力回収装置18による昇圧で不足する浸透圧を補い、被処理水を浸透圧以上に昇圧して逆浸透膜モジュールが備える逆浸透膜に逆浸透させる。 A booster pump (third pump) 19 is provided to pressurize the water to be treated that has been pressurized by the power recovery device 18. The booster pump 19 compensates the osmotic pressure that is insufficient due to the pressure increase by the power recovery device 18, and increases the water to be treated to a pressure higher than the osmotic pressure to reversely osmose the reverse osmosis membrane included in the reverse osmosis membrane module.

 図7に示すような逆浸透処理装置3には、前記の逆浸透処理装置2と同様に、微生物が繁殖し易い被処理水が供され得る。そのため、被処理水に次亜塩素酸ナトリウム等の薬品が添加され、その後、中和のための還元剤が添加される場合がある。図7においては、このような還元剤を添加する位置を薬注装置(15,16)の位置で示している。 The reverse osmosis treatment apparatus 3 as shown in FIG. 7 can be provided with water to be treated in which microorganisms are easy to propagate, similarly to the reverse osmosis treatment apparatus 2 described above. Therefore, chemicals such as sodium hypochlorite may be added to the water to be treated, and then a reducing agent for neutralization may be added. In FIG. 7, the position where such a reducing agent is added is indicated by the position of the chemical injection device (15, 16).

 図7に示す逆浸透処理装置3において、被処理水を供給するための供給路は、高圧ポンプ(第2ポンプ)13を経て第1バンク10の逆浸透膜モジュールに至る流路と、高圧ポンプ(第2ポンプ)13よりも上流の分流点で分流して動力回収装置18に至り、動力回収装置18からブースターポンプ(第3ポンプ)19を経た後、高圧ポンプ(第2ポンプ)13よりも下流の合流点で合流して第1バンク10の逆浸透膜モジュールに至る流路と、を含んでいる。 In the reverse osmosis treatment device 3 shown in FIG. 7, the supply path for supplying the water to be treated is a flow path that reaches the reverse osmosis membrane module of the first bank 10 via the high pressure pump (second pump) 13, and the high pressure pump. (Second pump) 13 is divided at a branch point upstream from 13 and reaches the power recovery device 18. After passing through the booster pump (third pump) 19 from the power recovery device 18, the high pressure pump (second pump) 13. And a flow path that merges at the downstream merge point and reaches the reverse osmosis membrane module of the first bank 10.

 図7に示すような逆浸透処理装置3において、多重化された配管(110,210)は、分流点よりも上流の区間L41、分流点と高圧ポンプ(第2ポンプ)13との間の区間L42、高圧ポンプ(第2ポンプ)13と合流点との間の区間L51、合流点と第1バンク10の逆浸透膜モジュールとの間の区間L52、分流点と動力回収装置18との間の区間L7、動力回収装置18とブースターポンプ(第3ポンプ)19との間の区間L8、及び、ブースターポンプ(第3ポンプ)19と合流点との間の区間L9のうち、1以上の区間に適用し、冗長化された流路の系列を、少なくともその区間の一部で成すように配置することができる。 In the reverse osmosis treatment device 3 as shown in FIG. 7, the multiplexed pipes (110, 210) are a section L 41 upstream from the branch point, and a section between the branch point and the high-pressure pump (second pump) 13. L42, section L51 between the high pressure pump (second pump) 13 and the junction, section L52 between the junction and the reverse osmosis membrane module of the first bank 10, and between the branch point and the power recovery device 18 One or more sections among section L7, section L8 between power recovery device 18 and booster pump (third pump) 19 and section L9 between booster pump (third pump) 19 and the junction It is possible to arrange the redundant flow path series so as to form at least a part of the section.

 多重化された配管(110,210)を、被処理水の供給路に相当する、バンク10よりも上流の区間L41,L42,L51,L52,L7,L8,L9に適用すると、その区間の配管を頻繁に洗浄することが可能になる。そのため、その区間の配管に堆積した微生物膜等の汚濁物で、下流のバンク10,20等が汚染されるのを防止することができる。 When the multiplexed pipes (110, 210) are applied to the sections L41, L42, L51, L52, L7, L8, and L9 upstream of the bank 10, which correspond to the supply path of the water to be treated, the pipes in that section Can be cleaned frequently. Therefore, it is possible to prevent the downstream banks 10 and 20 and the like from being contaminated by contaminants such as microbial films deposited on the piping in the section.

 また、図7に示すような逆浸透処理装置3において、多重化された配管(110,210)は、濃縮水の排出路に相当する、第1バンク10の逆浸透膜モジュールと第2バンク20の逆浸透膜モジュールとの間の区間L6や、第2バンク20の逆浸透膜モジュールと動力回収装置18との間の区間L10や、動力回収装置18よりも下流の区間L11に適用し、冗長化された流路の系列を、少なくともその区間の一部で成すように配置することができる。 Further, in the reverse osmosis treatment device 3 as shown in FIG. 7, the multiplexed pipes (110, 210) correspond to the concentrated water discharge path, and the reverse osmosis membrane module of the first bank 10 and the second bank 20. Applied to the section L6 between the reverse osmosis membrane module, the section L10 between the reverse osmosis membrane module of the second bank 20 and the power recovery device 18, and the section L11 downstream of the power recovery device 18 to provide redundancy. It is possible to arrange the converted flow path series so as to form at least a part of the section.

 多重化された配管(110,210)を、バンク10よりも下流の区間L6,L10,L11に適用すると、その区間の配管を頻繁に洗浄することが可能になる。そのため、濃縮水を再利用したり、濃縮水を後処理したりする場合に、その区間の配管が汚染源となる虞があったとしても、逆浸透処理を中断することなく、その区間の配管を洗浄することが可能である。 When the multiplexed pipes (110, 210) are applied to the sections L6, L10, L11 downstream from the bank 10, the pipes in the sections can be frequently washed. Therefore, when reusing the concentrated water or after-treating the concentrated water, even if there is a possibility that the piping in that section may become a source of contamination, the piping in that section is not interrupted without interrupting the reverse osmosis treatment. It is possible to wash.

 図7に示すような逆浸透処理装置3においては、第1バンク10と第2バンク20のそれぞれの造水量を合算した量の脱塩水を造水することが可能である。多重化された配管(110,210)を適用すると、冗長化された流路を利用して頻繁に洗浄することが可能になり、第1バンク10と第2バンク20の両方の運転をより継続することができるため、造水量を確保する上で有利である。 In the reverse osmosis treatment apparatus 3 as shown in FIG. 7, it is possible to produce desalinated water in an amount that is the sum of the amounts of water produced in the first bank 10 and the second bank 20. When the multiplexed pipes (110, 210) are applied, it becomes possible to frequently wash using the redundant flow path, and the operation of both the first bank 10 and the second bank 20 is further continued. This is advantageous in securing the amount of water produced.

 なお、図7に示す逆浸透処理装置3においては、第1被処理水を逆浸透処理する第1処理系として、第1バンク10と第2バンク20が備えられている。しかしながら、第1処理系を構成するバンクの数は、1以上の任意の段数であってよく、移送路L10は、第1処理系の最終段と動力回収装置18との間を接続していればよい。逆浸透処理装置3のその他の設備機器の構成は、前記の逆浸透処理装置2と同様である。図7に示すような逆浸透処理装置3において、動力回収装置18及びブースターポンプ19は、設置が省略されてもよい。 In addition, in the reverse osmosis processing apparatus 3 shown in FIG. 7, the 1st bank 10 and the 2nd bank 20 are provided as a 1st process system which carries out the reverse osmosis process of the 1st to-be-processed water. However, the number of banks constituting the first processing system may be any number of one or more, and the transfer path L10 may be connected between the final stage of the first processing system and the power recovery device 18. That's fine. The structure of the other equipment of the reverse osmosis treatment device 3 is the same as that of the reverse osmosis treatment device 2 described above. In the reverse osmosis treatment device 3 as shown in FIG. 7, the power recovery device 18 and the booster pump 19 may be omitted.

 図8は、多重化された配管を適用する位置を示す図である。
 図8に示すように、多重化された配管(110,210)は、統合型の逆浸透処理装置4に適用することができる。統合型の逆浸透処理装置4は、高塩濃度の被処理水(第2被処理水)を、低塩濃度の被処理水(第1被処理水)の逆浸透処理で分離した濃縮水で希釈する。例えば、海水淡水化処理に下水処理水を利用する統合型の形態であり、低塩濃度の第1被処理水が下水処理水、高塩濃度の第2被処理水が海水の形態に適用することができる。
FIG. 8 is a diagram illustrating a position where a multiplexed pipe is applied.
As shown in FIG. 8, the multiplexed pipes (110, 210) can be applied to the integrated reverse osmosis treatment apparatus 4. The integrated reverse osmosis treatment device 4 is a concentrated water obtained by separating the high salt concentration treated water (second treated water) by the reverse osmosis treatment of the low salt concentration treated water (first treated water). Dilute. For example, it is an integrated form using sewage treated water for seawater desalination treatment, and the first treated water with low salt concentration is applied to sewage treated water, and the second treated water with high salt concentration is applied to seawater. be able to.

 図8に示す統合型の逆浸透処理装置4は、第1被処理水用の供給ポンプ(第1ポンプ)11と、前処理装置12と、高圧ポンプ(第2ポンプ)13と、第1バンク101と第2バンク102で構成される第1膜ユニットと、を備えている。また、混合槽(混合部)50と、第2被処理水用の供給ポンプ(第1ポンプ)21と、前処理装置22と、高圧ポンプ(第2ポンプ)23と、第3バンク103と第4バンク104とで構成される第2膜ユニットと、動力回収装置18と、ブースターポンプ(第3ポンプ)19と、を備えている。 The integrated reverse osmosis treatment device 4 shown in FIG. 8 includes a supply pump (first pump) 11 for first treated water, a pretreatment device 12, a high-pressure pump (second pump) 13, and a first bank. 101 and a first film unit composed of the second bank 102. Moreover, the mixing tank (mixing part) 50, the supply pump (first pump) 21 for the second treated water, the pretreatment device 22, the high-pressure pump (second pump) 23, the third bank 103, and the second A second membrane unit including four banks 104, a power recovery device 18, and a booster pump (third pump) 19 are provided.

 第1バンク101は、低塩濃度の第1被処理水を逆浸透処理する第1膜ユニットを構成している。第1バンク101において第1被処理水が逆浸透処理されると、第1被処理水は、第1透過水と第1濃縮水とに分離される。 The 1st bank 101 comprises the 1st membrane unit which carries out reverse osmosis processing of the 1st treated water of low salt concentration. When the first treated water is subjected to the reverse osmosis treatment in the first bank 101, the first treated water is separated into the first permeated water and the first concentrated water.

 第2バンク102は、第1被処理水を逆浸透処理する第1膜ユニットを構成しており、第1バンク101によって分離された第1濃縮水を逆浸透により二次処理するために備えられている。第2バンク102において第1濃縮水が逆浸透処理されると、第1濃縮水は、第2透過水と第2濃縮水とに分離される。 The second bank 102 constitutes a first membrane unit that performs reverse osmosis treatment on the first treated water, and is provided for secondary treatment of the first concentrated water separated by the first bank 101 by reverse osmosis. ing. When the first concentrated water is subjected to the reverse osmosis treatment in the second bank 102, the first concentrated water is separated into the second permeated water and the second concentrated water.

 混合槽(混合部)50は、第1膜ユニットによって分離された第2濃縮水と混合するための処理槽である。混合槽50において、高塩濃度の第2被処理水が低塩濃度の第2濃縮水で希釈されることにより、第2被処理水の浸透圧が下げられる。そのため、動力コストが軽減された逆浸透処理が実現される。 The mixing tank (mixing unit) 50 is a processing tank for mixing with the second concentrated water separated by the first membrane unit. In the mixing tank 50, the second treated water with a high salt concentration is diluted with the second concentrated water with a low salt concentration, whereby the osmotic pressure of the second treated water is lowered. Therefore, reverse osmosis processing with reduced power cost is realized.

 第3バンク103は、高塩濃度の第2被処理水を逆浸透処理する第2膜ユニットを構成している。第3バンク103は、例えば、第2濃縮水の供給が可能な場合、混合槽50において第2濃縮水と混合された第2被処理水を逆浸透処理する。第3バンク103において第2被処理水が逆浸透処理されると、第2被処理水は、第3透過水と第3濃縮水とに分離される。 The third bank 103 constitutes a second membrane unit that performs reverse osmosis treatment on the second treated water having a high salt concentration. For example, when the second concentrated water can be supplied, the third bank 103 performs reverse osmosis processing on the second treated water mixed with the second concentrated water in the mixing tank 50. When the second treated water is subjected to the reverse osmosis treatment in the third bank 103, the second treated water is separated into the third permeated water and the third concentrated water.

 第4バンク104は、第2被処理水を逆浸透処理する第2膜ユニットを構成しており、第3バンク103によって分離された第3濃縮水を逆浸透により二次処理するために備えられている。第4バンク104において第3濃縮水が逆浸透処理されると、第3濃縮水は、第4透過水と第4濃縮水とに分離される。 The 4th bank 104 comprises the 2nd membrane unit which carries out reverse osmosis processing of the 2nd treated water, and is provided in order to carry out secondary processing of the 3rd concentrated water separated by the 3rd bank 103 by reverse osmosis. ing. When the third concentrated water is subjected to the reverse osmosis treatment in the fourth bank 104, the third concentrated water is separated into the fourth permeated water and the fourth concentrated water.

 図8に示すような逆浸透処理装置4には、前記の逆浸透処理装置2,3と同様に、微生物が繁殖し易い第1被処理水や第2被処理水が供され得る。そのため、第1被処理水や第2被処理水に次亜塩素酸ナトリウム等の薬品が添加され、その後、中和のための還元剤が添加される場合がある。図8においては、このような還元剤を添加する位置を薬注装置(15,16,25,26)の位置で示している。 The reverse osmosis treatment apparatus 4 as shown in FIG. 8 can be provided with the first treated water and the second treated water in which microorganisms are easy to propagate, similarly to the reverse osmosis treatment apparatuses 2 and 3 described above. Therefore, chemicals such as sodium hypochlorite may be added to the first treated water and the second treated water, and then a reducing agent for neutralization may be added. In FIG. 8, the position where such a reducing agent is added is indicated by the position of the chemical injection device (15, 16, 25, 26).

 図8に示すように、逆浸透処理装置4が備える第1膜ユニットのバンク102は、第2バンク102によって分離された第2濃縮水を混合槽(混合部)50に移送するための移送路L12が接続した状態で用いられる。 As shown in FIG. 8, the bank 102 of the first membrane unit included in the reverse osmosis treatment device 4 is a transfer path for transferring the second concentrated water separated by the second bank 102 to the mixing tank (mixing unit) 50. Used with L12 connected.

 図8に示すような逆浸透処理装置4において、多重化された配管(110,210)は、第2バンク102と混合槽50との間を接続する移送路L12や、第1膜ユニットによって分離された濃縮水(第2濃縮水)と混合された第2被処理水を第1膜ユニットの逆浸透膜モジュールに供給するための供給路に適用し、冗長化された流路の系列を、少なくともその区間の一部で成すように配置することができる。 In the reverse osmosis treatment apparatus 4 as shown in FIG. 8, the multiplexed pipes (110, 210) are separated by the transfer path L12 connecting the second bank 102 and the mixing tank 50 or the first membrane unit. Applying the second treated water mixed with the concentrated water (second concentrated water) to the reverse osmosis membrane module of the first membrane unit, It can arrange | position so that it may comprise at least a part of the area.

 多重化された配管(110,210)を、第2バンク102についての濃縮水の排出路に相当し、第3バンク103についての被処理水の供給路に相当する移送路L12や、第1膜ユニットのバンク103よりも上流の区間L1,L2,L3,L41,L42,L51,L52に適用すると、その区間の配管を頻繁に洗浄することが可能になる。そのため、第1被処理水を逆浸透処理する第1処理系と、第2被処理水を逆浸透処理する第2処理系とを併用する場合に、第1処理系から第2処理系への汚濁物の流入の虞があったとしても、統合型の逆浸透処理を中断することなく、その区間の配管を洗浄することが可能である。 The multiplexed pipes (110, 210) correspond to the concentrated water discharge path for the second bank 102, the transfer path L12 corresponding to the water supply path for the third bank 103, and the first membrane. When applied to the sections L1, L2, L3, L41, L42, L51, and L52 upstream of the unit bank 103, the pipes in that section can be frequently washed. Therefore, when using together the 1st treatment system which carries out reverse osmosis processing of the 1st treated water, and the 2nd treatment system which carries out reverse osmosis treatment of the 2nd treated water, from the 1st treatment system to the 2nd treatment system Even if there is a risk of inflow of contaminants, it is possible to clean the piping in that section without interrupting the integrated reverse osmosis treatment.

 なお、図8に示す逆浸透処理装置4においては、第1被処理水を逆浸透処理する第1処理系として、第1バンク101と第2バンク102、第2被処理水を逆浸透処理する第2処理系として、第3バンク103と第4バンク104がそれぞれ備えられている。しかしながら、第1処理系や第2処理系の膜ユニットを構成するバンクの数は、それぞれ、1以上の任意の段数であってよく、移送路L12は、第1処理系の最終段と混合槽50との間を接続していればよい。 In the reverse osmosis treatment device 4 shown in FIG. 8, the first bank 101, the second bank 102, and the second treated water are subjected to the reverse osmosis treatment as the first treatment system for performing the reverse osmosis treatment on the first treated water. As the second processing system, a third bank 103 and a fourth bank 104 are provided. However, the number of banks constituting the membrane units of the first processing system and the second processing system may be any number of one or more, and the transfer path L12 is connected to the final stage of the first processing system and the mixing tank. 50 may be connected.

 次に、並列状に多重化された配管の具体的な接続例について説明する。 Next, a specific connection example of pipes multiplexed in parallel will be described.

 図9A及び図9Bは、多重化された配管の接続例を示す図である。
 図9A及び図9Bに示すように、多重化された配管(110,210)は、配管の入口と出口との間の中間部に、被処理水が分流可能な分岐(図9A参照)を有していてもよいし、合流可能な分岐(図9B参照)を有していてもよい。すなわち、多重化された配管(110,210)は、被処理水の供給路や濃縮水の排出路において、分流点や合流点を跨ぐ1以上の区間に適用し、冗長化された流路の系列を、分岐した状態で成すように配置することもできる。なお、以下の図においては、還元剤の薬注点を白抜き矢印で示す。
9A and 9B are diagrams illustrating an example of connection of multiplexed pipes.
As shown in FIG. 9A and FIG. 9B, the multiplexed pipes (110, 210) have a branch (see FIG. 9A) that can divide the water to be treated at an intermediate portion between the inlet and outlet of the pipe. Or may have a branch (see FIG. 9B) that can be merged. In other words, the multiplexed pipes (110, 210) are applied to one or more sections across the diversion point and the confluence in the treated water supply path and the concentrated water discharge path. It is also possible to arrange the series so as to be branched. In the following figures, the injection point of the reducing agent is indicated by a white arrow.

 図9Aは、多重化された配管(110,210)が、図7に示した、分流点よりも上流の区間L41、分流点と高圧ポンプ(第2ポンプ)13との間の区間L42、及び、分流点と動力回収装置18との間の区間L7に適用された状態を例示している。多重化された配管(110,210)のそれぞれは、被処理水の分流点に分岐を有しており、被処理水の流れの上流側に一つの入口を有し、下流側に二つの出口を有している。 FIG. 9A shows that the multiplexed pipes (110, 210) have a section L41 upstream from the branch point shown in FIG. 7, a section L42 between the branch point and the high-pressure pump (second pump) 13, and The state applied to the section L7 between the diversion point and the power recovery device 18 is illustrated. Each of the multiplexed pipes (110, 210) has a branch at the branch point of the water to be treated, and has one inlet on the upstream side of the flow of the water to be treated and two outlets on the downstream side. have.

 図9Aに示すように、多重化された配管(110,210)のそれぞれは、分流点よりも上流の端部に入口バルブ(V11,V21)を有している。また、分流点と高圧ポンプ13との間の区間の下流の端部と、分流点と動力回収装置18との間の区間の下流の端部とに、それぞれ、出口バルブ(V12,V22)を有している。 As shown in FIG. 9A, each of the multiplexed pipes (110, 210) has an inlet valve (V11, V21) at an end upstream of the diversion point. In addition, outlet valves (V12, V22) are respectively provided at the downstream end of the section between the branch point and the high-pressure pump 13 and the downstream end of the section between the branch point and the power recovery device 18. Have.

 また、図9Aに示すように、多重化された配管(110,210)のそれぞれには、分流点よりも下流の中間部に、配管自体を洗浄する薬洗水が通流可能な第1薬洗用配管(120,220)が接続している。第1薬洗用配管(120,220)は、第1薬洗用配管自体を閉止可能な第1薬洗用配管バルブV13が設けられた第1配管用の第1薬洗用配管120と、第1薬洗用配管自体を閉止可能な第2薬洗用配管バルブV23が設けられた第2配管用の第1薬洗用配管220が、分岐した流路の系列毎に設けられている。 Moreover, as shown to FIG. 9A, the 1st chemical | drug | medicine which the chemical | medical wash water which wash | cleans piping itself can flow through each of the multiplexed piping (110,210) downstream from a diversion point. Washing pipes (120, 220) are connected. The first chemical wash pipe (120, 220) includes a first chemical wash pipe 120 for a first pipe provided with a first chemical wash pipe valve V13 capable of closing the first chemical wash pipe itself, A first chemical wash pipe 220 for a second pipe provided with a second chemical wash pipe valve V23 capable of closing the first chemical wash pipe itself is provided for each of the branched flow path series.

 また、多重化された配管(110,210)のそれぞれには、分流点よりも上流の中間部に、配管自体を洗浄した薬洗水が通流可能な第2薬洗用配管(140,240)が接続している。多重化された配管(110,210)は、第2薬洗用配管(140,240)と、分岐した流路の系列毎に設けられた第1薬洗用配管(120,220)とを介して、流路の系列毎に薬洗水が循環する循環路を形成している。 Further, in each of the multiplexed pipes (110, 210), the second chemical wash pipes (140, 240) through which the chemical wash water for washing the pipes themselves can flow in the intermediate part upstream from the branch point. ) Is connected. The multiplexed pipes (110, 210) are routed through the second chemical washing pipe (140, 240) and the first chemical washing pipe (120, 220) provided for each of the branched flow paths. Thus, a circulation path through which the chemical washing water circulates is formed for each series of the flow paths.

 図9Bは、多重化された配管(110,210)が、図7に示した、高圧ポンプ(第2ポンプ)13と合流点との間の区間L51、合流点と第1バンク10との間の区間L52、及び、ブースターポンプ(第3ポンプ)19と合流点との間の区間L9に適用された状態を例示している。多重化された配管(110,210)のそれぞれは、被処理水の合流点に分岐を有しており、被処理水の流れの上流側に二つの入口を有し、下流側に一つの出口を有している。 FIG. 9B shows a section where the multiplexed pipes (110, 210) are located between the high pressure pump (second pump) 13 and the junction shown in FIG. 7, and between the junction and the first bank 10. The state applied to the section L52 and the section L9 between the booster pump (third pump) 19 and the junction is illustrated. Each of the multiplexed pipes (110, 210) has a branch at the merging point of the water to be treated, has two inlets on the upstream side of the flow of the water to be treated, and one outlet on the downstream side. have.

 図9Bに示すように、多重化された配管(110,210)のそれぞれは、高圧ポンプ13と合流点との間の区間の上流の端部と、ブースターポンプ19と合流点との間の区間の上流の端部とに、それぞれ、入口バルブ(V11,V21)を有している。また、合流点と第1バンク10との間の区間の下流の端部に出口バルブ(V12,V22)を有している。 As shown in FIG. 9B, each of the multiplexed pipes (110, 210) includes an upstream end of a section between the high-pressure pump 13 and the junction, and a section between the booster pump 19 and the junction. Are provided with inlet valves (V11, V21), respectively. Further, outlet valves (V12, V22) are provided at the downstream end of the section between the junction and the first bank 10.

 また、図9Bに示すように、多重化された配管(110,210)のそれぞれには、合流点よりも下流の中間部に、配管自体を洗浄する薬洗水が通流可能な第1薬洗用配管(120,220)が接続している。第1薬洗用配管(120,220)は、第1薬洗用配管自体を閉止可能な第1薬洗用配管バルブV13が設けられた第1配管用の第1薬洗用配管120と、第1薬洗用配管自体を閉止可能な第2薬洗用配管バルブV23が設けられた第2配管用の第1薬洗用配管220が、分岐した流路の系列毎に設けられている。 Moreover, as shown to FIG. 9B, the 1st chemical | drug | medicine which the chemical | medical wash water which wash | cleans piping itself can flow through each of the multiplexed piping (110,210) downstream from a confluence | merging point. Washing pipes (120, 220) are connected. The first chemical wash pipe (120, 220) includes a first chemical wash pipe 120 for a first pipe provided with a first chemical wash pipe valve V13 capable of closing the first chemical wash pipe itself, A first chemical wash pipe 220 for a second pipe provided with a second chemical wash pipe valve V23 capable of closing the first chemical wash pipe itself is provided for each of the branched flow path series.

 また、多重化された配管(110,210)のそれぞれには、合流点よりも上流の中間部に、配管自体を洗浄した薬洗水が通流可能な第2薬洗用配管(140,240)が接続している。多重化された配管(110,210)は、第2薬洗用配管(140,240)と、分岐した流路の系列毎に設けられた第1薬洗用配管(120,220)とを介して、流路の系列毎に薬洗水が循環する循環路を形成している。 In addition, in each of the multiplexed pipes (110, 210), second chemical wash pipes (140, 240) through which chemical wash water that has washed the pipes themselves can flow in an intermediate portion upstream from the junction. ) Is connected. The multiplexed pipes (110, 210) are routed through the second chemical washing pipe (140, 240) and the first chemical washing pipe (120, 220) provided for each of the branched flow paths. Thus, a circulation path through which the chemical washing water circulates is formed for each series of the flow paths.

 図9A及び図9Bに示すように、多重化された配管が分岐を有する場合、分岐した流路の系列毎に薬洗装置Uとの間で循環路が形成される。多重化された配管のそれぞれが、分岐した流路の系列毎に、薬洗水の通水で定置洗浄される構造とすることにより、分岐した流路の系列の全てを効果的に洗浄することができる。なお、図9A及び図9Bにおいては、一つの薬洗装置Uが備えられているが、薬洗装置Uは、分岐した流路の系列毎に備えられてもよい。一つの薬洗装置Uを備えて共用することにより、配管構造の単純化や、薬品の節約を図ることが可能である。また、分岐した流路の系列毎に薬洗装置Uを備えることにより、系列毎に適切な洗浄を行うことが可能である。 As shown in FIGS. 9A and 9B, when the multiplexed pipe has a branch, a circulation path is formed between the branched flow path and the chemical washing apparatus U. Each of the multiplexed pipes has a structure in which each of the branched flow paths is fixedly washed with the flow of chemical wash water, thereby effectively cleaning all of the branched flow paths. Can do. 9A and 9B, one medicine washing device U is provided. However, the medicine washing device U may be provided for each of the branched flow paths. By providing and sharing one medicine washing device U, it is possible to simplify the piping structure and save chemicals. Further, by providing the chemical washing apparatus U for each series of branched flow paths, it is possible to perform appropriate cleaning for each series.

 図10A及び図10Bは、多重化された配管の接続例を示す図である。
 図10A及び図10Bに示すように、多重化された配管(110,210)は、逆浸透処理や前処理等のための設備機器を跨いだ区間に適用される場合、冗長化された流路の系列が、共通の設備機器に接続されてもよいし、流路と共に多重化され、流路の系列毎に複数備えられた設備機器に個々に接続されてもよい。すなわち、逆浸透処理装置は、配管のみが多重化されてもよいし、多重化された配管と共にポンプや前処理装置等の設備機器が多重化されてもよい。
10A and 10B are diagrams illustrating an example of connection of multiplexed pipes.
As shown in FIG. 10A and FIG. 10B, when the multiplexed pipes (110, 210) are applied to a section straddling equipment for reverse osmosis treatment, pretreatment, etc., redundant flow paths are used. May be connected to a common equipment device, or may be multiplexed together with a flow path and individually connected to a plurality of equipment equipment provided for each flow path system. That is, in the reverse osmosis treatment device, only the piping may be multiplexed, or equipment such as a pump and a pretreatment device may be multiplexed together with the multiplexed piping.

 図10Aは、多重化された配管(110,210)が、図7に示した、還元剤の薬注点と前処理装置12との間の区間L3、前処理装置12と高圧ポンプ(第2ポンプ)13との間の区間L4、及び、分流点と動力回収装置18との間の区間L7に適用された状態を例示している。但し、多重化された配管(110,210)のそれぞれは、前処理装置12を跨いだ区間に適用されており、流路の系列が、還元剤の薬注点から共通の前処理装置12に接続した後、再び別れて多重化している。 FIG. 10A shows a multiplexed pipe (110, 210) in the section L3 between the reducing agent injection point and the pretreatment device 12 shown in FIG. 7, the pretreatment device 12 and the high pressure pump (second The state applied to the section L4 between the pump) 13 and the section L7 between the branch point and the power recovery device 18 is illustrated. However, each of the multiplexed pipes (110, 210) is applied to a section straddling the pretreatment device 12, and the flow path series is changed from the reductant injection point to the common pretreatment device 12. After connecting, it is separated again and multiplexed.

 図10Aに示すように、多重化された配管(110,210)のそれぞれは、前処理装置12よりも上流と下流のそれぞれの区間に、入口バルブ(V11,V21)と出口バルブ(V12,V22)とを独立に有している。また、多重化された配管(110,210)のそれぞれには、前処理装置12よりも上流と下流のそれぞれの区間で、第1薬洗用配管(120,220)と第2薬洗用配管(140,240)とが独立に接続している。冗長化された流路の系列のそれぞれは、共通の前処理装置12に接続し、被処理水は、共通の前処理装置12で個々に濾過されるようになっている。 As shown in FIG. 10A, each of the multiplexed pipes (110, 210) has an inlet valve (V11, V21) and an outlet valve (V12, V22) in the upstream and downstream sections of the pretreatment device 12, respectively. ) Independently. In addition, each of the multiplexed pipes (110, 210) includes a first chemical washing pipe (120, 220) and a second chemical washing pipe in the sections upstream and downstream of the pretreatment device 12. (140, 240) are connected independently. Each of the redundant flow path series is connected to a common pretreatment device 12, and the water to be treated is individually filtered by the common pretreatment device 12.

 図10Bは、多重化された配管(110,210)が、図10Aと同様に、還元剤の薬注点と前処理装置12との間の区間L3、前処理装置12と高圧ポンプ(第2ポンプ)13との間の区間L4、及び、分流点と動力回収装置18との間の区間L7に適用された状態を例示している。但し、多重化された配管(110,210)のそれぞれは、前処理装置12を跨いだ区間に適用されており、流路の系列が、流路と共に多重化されて複数備えられた前処理装置12,12に個々に接続している。 FIG. 10B shows that the multiplexed pipes (110, 210) are similar to FIG. 10A in the section L3 between the reducing agent injection point and the pretreatment device 12, the pretreatment device 12 and the high pressure pump (second The state applied to the section L4 between the pump) 13 and the section L7 between the branch point and the power recovery device 18 is illustrated. However, each of the multiplexed pipes (110, 210) is applied to a section straddling the pretreatment device 12, and a plurality of pretreatment devices in which a series of flow paths are multiplexed together with the flow paths are provided. 12 and 12 are connected individually.

 図10Bに示すように、多重化された配管(110,210)のそれぞれは、前処理装置12よりも上流の区間の端部に入口バルブ(V11,V21)を有し、前処理装置12よりも下流の区間の端部に出口バルブ(V12,V22)を有している。また、多重化された配管(110,210)のそれぞれには、前処理装置12よりも下流の区間の中間部に、第1薬洗用配管(120,220)が接続しており、前処理装置12よりも上流の区間の中間部に、第2薬洗用配管(140,240)が接続している。冗長化された流路の系列のそれぞれは、流路と共に多重化された前処理装置12,12に個々に接続し、被処理水は、異なる前処理装置12でそれぞれ濾過されるようになっている。 As shown in FIG. 10B, each of the multiplexed pipes (110, 210) has an inlet valve (V11, V21) at the end of a section upstream from the pretreatment device 12, and from the pretreatment device 12 Also have outlet valves (V12, V22) at the end of the downstream section. In addition, each of the multiplexed pipes (110, 210) is connected to the first chemical washing pipe (120, 220) in the middle part of the section downstream from the pretreatment device 12, and the pretreatment is performed. The second chemical washing pipes (140, 240) are connected to the middle part of the section upstream from the device 12. Each of the redundant flow path series is individually connected to the pretreatment apparatuses 12 and 12 multiplexed together with the flow paths, and the water to be treated is filtered by different pretreatment apparatuses 12 respectively. Yes.

 図10A及び図10Bに示すように、多重化された配管が逆浸透処理や前処理等のための設備機器を跨いだ区間に適用される場合、冗長化された流路の系列が、共通の設備機器に接続するように配置すると(図10A参照)、設備機器を流路の系列毎に備える必要がないため、設備機器の設置コストが低減される利点がある。一方、流路と共に多重化された複数の設備機器に個々に接続するように配置すると(図10B参照)、逆浸透処理を中断することなく、逆浸透膜の一次側に連通する配管と共に、設備機器も洗浄することが可能になる利点がある。 As shown in FIG. 10A and FIG. 10B, when a multiplexed pipe is applied to a section straddling equipment for reverse osmosis treatment or pretreatment, a series of redundant flow paths is common. If it arrange | positions so that it may connect with an installation apparatus (refer FIG. 10A), since it is not necessary to provide an installation apparatus for every series of a flow path, there exists an advantage by which the installation cost of an installation apparatus is reduced. On the other hand, when arranged so as to be individually connected to a plurality of equipment devices multiplexed together with the flow path (see FIG. 10B), the equipment is provided with piping communicating with the primary side of the reverse osmosis membrane without interrupting the reverse osmosis treatment. There is an advantage that the apparatus can be cleaned.

 以上の実施形態に係る逆浸透処理装置及び逆浸透処理方法によると、逆浸透膜の一次側に繋がっている被処理水の供給路、及び、濃縮水の排出路のうち、少なくとも一方の一部が、複数並列に配置されて多重化された配管で構成されるため、一部の配管を使用して被処理水を逆浸透処理し、被処理水を逆浸透処理する間に、残部の配管に薬洗水を通流させることができる。そのため、装置に付随しており、逆浸透膜の一次側に連通している配管の洗浄時においても逆浸透処理を継続することが可能である。よって、配管が汚染源となる逆浸透膜のファウリングを、装置の稼働率を高く保って、持続的に予防することができる。 According to the reverse osmosis treatment apparatus and the reverse osmosis treatment method according to the above embodiment, a part of at least one of the supply path of the water to be treated and the discharge path of the concentrated water connected to the primary side of the reverse osmosis membrane However, it is composed of multiple pipes that are arranged in parallel, so that some of the pipes are used for reverse osmosis treatment of the water to be treated, and the remaining pipes during the reverse osmosis treatment of the water to be treated It is possible to let chemical wash water flow through. Therefore, it is possible to continue the reverse osmosis process even when cleaning the pipe attached to the apparatus and communicating with the primary side of the reverse osmosis membrane. Therefore, fouling of the reverse osmosis membrane, in which the piping becomes a contamination source, can be continuously prevented while keeping the operating rate of the apparatus high.

 次に、多重化された配管を備える逆浸透処理装置の変形例について説明する。 Next, a modified example of the reverse osmosis treatment apparatus having multiplexed pipes will be described.

 図11は、変形例に係る逆浸透処理装置の構成例を示す図である。
 図11に示すように、前記の多重化された配管(110,210)を備える逆浸透処理装置1は、液体検出器Dを更に備え、多重化された配管(110,210)の入口と出口との間の中間部に、配管自体に被処理水を注入可能な注入管(160,260)と、配管自体の管内の液体を抽出して液体検出器Dに送るための抽出管(180,280)と、が更に接続した形態(変形例に係る逆浸透処理装置1A)とされてもよい。
FIG. 11 is a diagram illustrating a configuration example of a reverse osmosis treatment device according to a modification.
As shown in FIG. 11, the reverse osmosis treatment apparatus 1 including the multiplexed pipes (110, 210) further includes a liquid detector D, and the inlets and outlets of the multiplexed pipes (110, 210). Between the injection pipe (160, 260) capable of injecting the water to be treated into the pipe itself, and an extraction pipe (180, 260) for extracting the liquid in the pipe itself and sending it to the liquid detector D. 280) may be further connected (reverse osmosis treatment apparatus 1A according to a modification).

 注入管(160,260)は、多重化された配管(110,210)の管内に被処理水を注入可能に設けられる。注入管(160,260)は、薬洗水が通水されて洗浄された後の管内の液体を被処理水で置換するために備えられる。注入管(160,260)は、図11において、注入管自体を閉止可能な第1注入管バルブV16が設けられた第1注入管160と、注入管自体を閉止可能な第2注入管バルブV26が設けられた第2注入管260の2本で構成されている。注入管(160,260)の一端は、図11において、多重化された配管(110,210)のそれぞれの入口側(被処理水の流れの上流側)に接続しているが、配管の入口と出口との間の任意の位置に接続してよい。また、注入管(160,260)の他端は、被処理水の供給路の任意の区間に接続する等してよい。 The injection pipes (160, 260) are provided so that the water to be treated can be injected into the pipes of the multiplexed pipes (110, 210). The injection pipes (160, 260) are provided for replacing the liquid in the pipe after the chemical washing water is passed through and washed with the water to be treated. In FIG. 11, the injection pipe (160, 260) includes a first injection pipe 160 provided with a first injection pipe valve V16 capable of closing the injection pipe itself and a second injection pipe valve V26 capable of closing the injection pipe itself. The second injection tube 260 is provided with two. One end of the injection pipe (160, 260) is connected to each inlet side (upstream side of the flow of water to be treated) of the multiplexed pipes (110, 210) in FIG. And may be connected at any position between the outlet and the outlet. Further, the other end of the injection pipe (160, 260) may be connected to an arbitrary section of the supply path of the water to be treated.

 抽出管(180,280)は、多重化された配管(110,210)の管内の液体を液体検出器Dに抽出可能に設けられる。抽出管(180,280)は、薬洗水が通水されて洗浄された後の管内の液体を検出し、薬洗水の残留の程度を把握するために備えられる。抽出管(180,280)は、図11において、抽出管自体を閉止可能な第1抽出管バルブV18が設けられた第1抽出管180と、抽出管自体を閉止可能な第2抽出管バルブV28が設けられた第2抽出管280の2本で構成されている。抽出管(180,280)の一端は、図11において、多重化された配管(110,210)のそれぞれの出口側(被処理水の流れの下流側)に接続しているが、配管の入口と出口との間の任意の位置に接続してよい。一方、抽出管(180,280)の他端は、液体検出器Dに繋げられる。 The extraction pipes (180, 280) are provided so that the liquid in the pipes of the multiplexed pipes (110, 210) can be extracted to the liquid detector D. The extraction pipes (180, 280) are provided for detecting the liquid in the pipe after the chemical wash water is passed through and washed, and grasping the degree of residual chemical wash water. In FIG. 11, the extraction pipes (180, 280) include a first extraction pipe 180 provided with a first extraction pipe valve V18 capable of closing the extraction pipe itself, and a second extraction pipe valve V28 capable of closing the extraction pipe itself. The second extraction tube 280 is provided with two. One end of the extraction pipe (180, 280) is connected to each outlet side of the multiplexed pipes (110, 210) (downstream of the water to be treated) in FIG. And may be connected at any position between the outlet and the outlet. On the other hand, the other end of the extraction pipe (180, 280) is connected to the liquid detector D.

 液体検出器Dは、液体のpHや電気伝導率等の性状を検出可能な検出器により構成される。液体検出器Dは、pHや電気伝導率等を計測し、液体の組成から薬洗水等を検出することが可能であれば、水素電極、ガラス電極、半導体センサ等を備える各種のpH計、交流式、電磁誘導式等の各種の電気伝導率計等、適宜の機器を用いることができる。 The liquid detector D is composed of a detector capable of detecting properties such as pH and electrical conductivity of the liquid. The liquid detector D measures pH, electrical conductivity, etc., and can detect chemical washing water and the like from the composition of the liquid. Various pH meters equipped with hydrogen electrodes, glass electrodes, semiconductor sensors, etc. Appropriate equipment such as various electric conductivity meters such as an AC type and an electromagnetic induction type can be used.

 変形例に係る逆浸透処理装置1Aを使用して行う逆浸透処理方法においては、多重化された配管(110,210)のうち、一部の配管を使用して被処理水を逆浸透処理し、被処理水を逆浸透処理する間に、残部の配管に薬洗水を通流させて管内を洗浄する。そして、洗浄した配管の管内の液体を液体検出器に抽出し、管内の液体が被処理水に置換されたことを検出してから、配管に被処理水を注入する。そして、配管に被処理水を注入して、逆浸透処理に使用する配管と洗浄する配管とを入れ替える。 In the reverse osmosis treatment method performed using the reverse osmosis treatment apparatus 1A according to the modification, the water to be treated is subjected to reverse osmosis treatment using some of the multiplexed pipes (110, 210). During the reverse osmosis treatment of the water to be treated, the inside of the pipe is washed by passing the chemical washing water through the remaining pipe. And the liquid in the pipe | tube of the wash | cleaned piping is extracted to a liquid detector, After detecting that the liquid in a pipe | tube was substituted with the to-be-processed water, to-be-processed water is inject | poured into a pipe. And to-be-processed water is inject | poured into piping and the piping used for reverse osmosis processing and the piping to wash | clean are replaced.

 逆浸透処理装置1Aのバルブの切り替え操作は、逆浸透処理に使用する配管と洗浄する配管とを入れ替えるとき行う。逆浸透処理を中断することなく、逆浸透膜の一次側に連通する多重化された配管(110,210)を洗浄するためには、第1配管110側のバルブと第2配管210側のバルブとを、同期的に切り替えることが好ましい。しかし、逆浸透処理に使用する配管と洗浄する配管とを同時期に入れ替えると、管内に通水した薬洗水が膜ユニット100に流入してしまうため、切替を準備する工程を設けることが好ましい。 The valve switching operation of the reverse osmosis treatment apparatus 1A is performed when the pipe used for the reverse osmosis treatment and the pipe to be washed are exchanged. In order to clean the multiplexed pipes (110, 210) communicating with the primary side of the reverse osmosis membrane without interrupting the reverse osmosis treatment, a valve on the first pipe 110 side and a valve on the second pipe 210 side are used. Are preferably switched synchronously. However, if the pipe used for the reverse osmosis treatment and the pipe to be washed are replaced at the same time, the chemical washing water that has flowed into the pipe flows into the membrane unit 100, and therefore it is preferable to provide a step for preparing switching. .

 次の表1は、第1配管110を洗浄する工程(1)から、第1配管110の切替を準備する工程(2)を経て、第2配管210を洗浄する工程(3)に移行し、第2配管210の切替を準備する工程(4)を再び経ながら、逆浸透処理を続けるときの配管とバルブの状態を例示している。 The following Table 1 shifts from the step (1) for cleaning the first piping 110 to the step (3) for cleaning the second piping 210 through the step (2) for preparing the switching of the first piping 110, The state of piping and a valve when continuing reverse osmosis processing is illustrated, passing through the process (4) which prepares switching of the 2nd piping 210 again.

Figure JPOXMLDOC01-appb-T000001
Figure JPOXMLDOC01-appb-T000001

 表1に示すように、第1配管110を洗浄する工程(1)では、第1配管110の第1入口バルブV11と第1出口バルブV12が閉じられ、第1薬洗用配管バルブ(V13,V14)が開かれることにより、循環路を通じて管内に薬洗水が通水される。一方、第2配管210の第2入口バルブV21と第2出口バルブV22は開かれ、第2薬洗用配管バルブ(V23,V24)が閉じられることにより、被処理水が膜ユニット100に向けて供給されて逆浸透処理が行われる。注入管(160,260)及び抽出管(180,280)は、いずれも閉じた状態である。 As shown in Table 1, in the step (1) of cleaning the first pipe 110, the first inlet valve V11 and the first outlet valve V12 of the first pipe 110 are closed, and the first chemical washing pipe valve (V13, By opening V14), the chemical washing water is passed into the pipe through the circulation path. On the other hand, the second inlet valve V21 and the second outlet valve V22 of the second pipe 210 are opened and the second chemical washing pipe valves (V23, V24) are closed, so that the water to be treated is directed toward the membrane unit 100. The reverse osmosis treatment is performed after being supplied. The injection tube (160, 260) and the extraction tube (180, 280) are both closed.

 第1配管110の切替を準備する工程(2)では、第1薬洗用配管バルブ(V13,V14)が閉じられて、第1配管110に対する薬洗水の通水が停止される。また、第1注入管バルブV16が開かれて、第1配管110に被処理水が注入され、管内の液体が被処理水に置換される。併せて、第1抽出管バルブV18が開かれて、第1配管110の管内の液体を液体検出器Dに抽出し、管内の液体が被処理水に置換されているか否かが検出される。 In the step (2) of preparing the switching of the first piping 110, the first chemical cleaning piping valves (V13, V14) are closed, and the flow of chemical cleaning water to the first piping 110 is stopped. Moreover, the 1st injection pipe valve V16 is opened, to-be-processed water is inject | poured into the 1st piping 110, and the liquid in a pipe | tube is substituted with to-be-processed water. At the same time, the first extraction pipe valve V18 is opened, the liquid in the pipe of the first pipe 110 is extracted to the liquid detector D, and it is detected whether or not the liquid in the pipe is replaced with the water to be treated.

 第2配管210を洗浄する工程(3)では、注入管(160,260)及び抽出管(180,280)は、いずれも閉じた状態に戻される。そして、第2配管210の第2入口バルブV21と第2出口バルブV22が閉じられ、第2薬洗用配管バルブ(V23,V24)が開かれることにより、循環路を通じて管内に薬洗水が通水される。一方、第1配管110の第1入口バルブV11と第1出口バルブV12は開かれ、第1薬洗用配管バルブ(V13,V14)が閉じられることにより、被処理水が膜ユニット100に向けて供給されて逆浸透処理が行われる。 In the step (3) of cleaning the second pipe 210, both the injection pipe (160, 260) and the extraction pipe (180, 280) are returned to the closed state. Then, the second inlet valve V21 and the second outlet valve V22 of the second pipe 210 are closed, and the second chemical washing pipe valves (V23, V24) are opened, so that chemical washing water passes through the circulation path into the pipe. Watered. On the other hand, the first inlet valve V11 and the first outlet valve V12 of the first pipe 110 are opened, and the first chemical washing pipe valves (V13, V14) are closed, so that the water to be treated is directed toward the membrane unit 100. The reverse osmosis treatment is performed after being supplied.

 第2配管210の切替を準備する工程(4)では、第2薬洗用配管バルブ(V23,V24)が閉じられて、第2配管210に対する薬洗水の通水が停止される。また、第2注入管バルブV26が開かれて、第2配管210に被処理水が注入され、管内の液体が被処理水に置換される。また、第2抽出管バルブV28が開かれて、第2配管210の管内の液体を液体検出器Dに抽出し、管内の液体が被処理水に置換されているか否かが検出される。 In the step (4) of preparing the switching of the second piping 210, the second chemical cleaning piping valves (V23, V24) are closed, and the flow of chemical cleaning water to the second piping 210 is stopped. Moreover, the 2nd injection pipe valve V26 is opened, to-be-processed water is inject | poured into the 2nd piping 210, and the liquid in a pipe | tube is substituted with to-be-processed water. Further, the second extraction pipe valve V28 is opened, the liquid in the pipe of the second pipe 210 is extracted to the liquid detector D, and it is detected whether or not the liquid in the pipe is replaced with the water to be treated.

 以上の変形例に係る逆浸透処理装置及び逆浸透処理方法によると、逆浸透処理に使用する配管と洗浄する配管とを入れ替えるとき、洗浄した配管の内部の液体が被処理水で確実に置換されるため、管内に薬洗水が残留した状態の配管が被処理水の供給に使用されるのが防止される。よって、配管の洗浄に用いる薬剤によって逆浸透膜が劣化するのを避けることができる。また、逆浸透処理に使用する配管と洗浄する配管とを入れ替えるとき、配管の内部には、注入管を通じて被処理水が注入されるため、多重化された配管に向けた被処理水の供給を中断する必要が無い。そのため、高い稼働率を維持して、管内の液体を置換し、逆浸透膜の劣化を防止することができる。 According to the reverse osmosis treatment apparatus and the reverse osmosis treatment method according to the above modification, when the pipe used for the reverse osmosis treatment and the pipe to be washed are replaced, the liquid inside the washed pipe is surely replaced with the water to be treated. For this reason, it is possible to prevent the piping in which the chemical washing water remains in the pipe from being used for supplying the water to be treated. Therefore, it is possible to avoid deterioration of the reverse osmosis membrane due to the chemical used for cleaning the pipe. In addition, when the pipe used for reverse osmosis treatment and the pipe to be washed are exchanged, the water to be treated is injected into the pipe through the injection pipe. There is no need to interrupt. Therefore, it is possible to maintain a high operating rate, replace the liquid in the pipe, and prevent the reverse osmosis membrane from deteriorating.

 以上、本発明について説明したが、本発明は、前記の実施形態や変形例に限定されるものではなく、本発明の趣旨を逸脱しない範囲において種々の変更が可能である。例えば、本発明は、必ずしも前記の実施形態や変形例が備える全ての構成を備えるものに限定されない。実施形態や変形例の構成の一部を他の構成に置き換えたり、実施形態や変形例の構成の一部を他の形態に追加したり、実施形態や変形例の構成の一部を省略したりすることができる。 As mentioned above, although this invention was demonstrated, this invention is not limited to the said embodiment and modification, A various change is possible in the range which does not deviate from the meaning of this invention. For example, the present invention is not necessarily limited to the one having all the configurations included in the above-described embodiments and modifications. A part of the configuration of the embodiment or the modified example is replaced with another configuration, a part of the configuration of the embodiment or the modified example is added to another configuration, or a part of the configuration of the embodiment or the modified example is omitted. Can be.

 例えば、前記の変形例に係る逆浸透処理装置1Aは、図6に示す逆浸透処理装置2、図7に示す逆浸透処理装置3、及び、図8に示す逆浸透処理装置4のうちいずれに適用してもよい。また、図11においては、多重化された配管(110,210)を被処理水の供給路に配置した例を示しているが、濃縮水の排出路に配置してもよい。 For example, the reverse osmosis treatment apparatus 1A according to the modified example includes any of the reverse osmosis treatment apparatus 2 illustrated in FIG. 6, the reverse osmosis treatment apparatus 3 illustrated in FIG. 7, and the reverse osmosis treatment apparatus 4 illustrated in FIG. You may apply. Moreover, although the example which has arrange | positioned the multiplexed piping (110,210) in the supply path of to-be-processed water is shown in FIG. 11, you may arrange | position to the discharge path of concentrated water.

 また、前記の変形例に係る逆浸透処理装置1Aは、注入管(160,260)と、抽出管(180,280)と、液体検出器Dと、を備えているが、注入管(160,260)のみを備えてもよいし、抽出管(180,280)と、液体検出器Dとのみを備えてもよい。注入管(160,260)のみを備える場合、管内の液体を適宜の方法で検出してもよいし、検出しなくてもよい。また、抽出管(180,280)と、液体検出器Dとのみを備える場合、管内の液体を適宜の方法で被処理水に置換してもよいし、管内の液体を清水等で置換してもよい。 The reverse osmosis treatment apparatus 1A according to the modification includes the injection pipe (160, 260), the extraction pipe (180, 280), and the liquid detector D, but the injection pipe (160, 260). 260) only, or only the extraction tube (180, 280) and the liquid detector D may be provided. When only the injection tube (160, 260) is provided, the liquid in the tube may be detected by an appropriate method or may not be detected. Further, when only the extraction pipe (180, 280) and the liquid detector D are provided, the liquid in the pipe may be replaced with water to be treated by an appropriate method, or the liquid in the pipe is replaced with clean water or the like. Also good.

 また、多重化された配管(110,210)は、被処理水の供給路や濃縮水の排出路のうち、全部の区間、或るいは、更に部分的な任意の区間に配置されてもよい。また、多重化された配管(110,210)は、被処理水が分流可能な分岐(図9A参照)や、合流可能な分岐(図9B参照)を、複数有していてもよいし、両方を有していてもよい。また、多重化された配管(110,210)は、3本以上に多重化されてもよい。また、多重化された配管(110,210)を、複数の区間や、更に部分的な任意の区間に組み合わせて適用する場合には、薬洗装置Uを各配管につき、それぞれ有してもよいし、共通化してバルブ切替により使い分けることで効率化することも出来る。 In addition, the multiplexed pipes (110, 210) may be arranged in the entire section or a further arbitrary section of the treated water supply path and the concentrated water discharge path. . In addition, the multiplexed pipes (110, 210) may have a plurality of branches (see FIG. 9A) to which the water to be treated can be diverted or a branch (see FIG. 9B) that can be merged, or both. You may have. Moreover, the multiplexed pipes (110, 210) may be multiplexed to three or more. In addition, when the multiplexed pipes (110, 210) are applied in combination with a plurality of sections or further arbitrary arbitrary sections, a chemical washing apparatus U may be provided for each pipe. However, it is also possible to improve efficiency by sharing and using differently by switching valves.

1,2,3,4 逆浸透処理装置
5 圧力容器
5a 導入ポート
5b 導出ポート
6 逆浸透膜エレメント
6a 膜積層体
7 逆浸透膜
8 集水配管
8a 透孔
9 スペーサ
10 第1バンク
11 供給ポンプ(第1ポンプ)
12 前処理装置
13 高圧ポンプ(第2ポンプ)
15 還元剤タンク
16 薬注ポンプ
20 第2バンク
100 膜ユニット
101 第1バンク
102 第2バンク
103 第3バンク
104 第4バンク
110 第1配管
120 第1配管用の第1薬洗用配管
140 第1配管用の第2薬洗用配管
210 第2配管
220 第2配管用の第1薬洗用配管
240 第2配管用の第2薬洗用配管
310 薬洗水タンク
320 薬洗用ポンプ
330 フィルタ
D 液体検出器
U 薬洗装置
V11 第1入口バルブ
V12 第1出口バルブ
V13 第1薬洗用配管バルブ
V14 第2薬洗用配管バルブ
V16 第1注入管バルブ
V18 第1抽出管バルブ
V21 第2入口バルブ
V22 第2出口バルブ
V23 第1薬洗用配管バルブ
V24 第2薬洗用配管バルブ
V26 第2注入管バルブ
V28 第2抽出管バルブ
1, 2, 3, 4 Reverse osmosis treatment device 5 Pressure vessel 5a Inlet port 5b Outlet port 6 Reverse osmosis membrane element 6a Membrane laminate 7 Reverse osmosis membrane 8 Water collecting pipe 8a Through hole 9 Spacer 10 First bank 11 Supply pump ( First pump)
12 Pretreatment device 13 High-pressure pump (second pump)
15 Reducing agent tank 16 Chemical injection pump 20 2nd bank 100 Membrane unit 101 1st bank 102 2nd bank 103 3rd bank 104 4th bank 110 1st piping 120 1st medicine washing piping 140 for 1st piping 1st Second chemical wash pipe 210 Second pipe 220 First chemical wash pipe 240 for second pipe Second chemical wash pipe 310 for second pipe Chemical wash water tank 320 Chemical wash pump 330 Filter D Liquid detector U Chemical washing device V11 First inlet valve V12 First outlet valve V13 First chemical washing pipe valve V14 Second chemical washing pipe valve V16 First injection pipe valve V18 First extraction pipe valve V21 Second inlet valve V22 Second outlet valve V23 First chemical washing piping valve V24 Second chemical washing piping valve V26 Second injection pipe valve V28 Second extraction pipe valve

Claims (8)

 被処理水を逆浸透処理する逆浸透膜モジュールが1個又は複数配置されてなる膜ユニットを備え、
 前記被処理水を前記逆浸透膜モジュールに供給するための供給路、及び、逆浸透処理によって分離された濃縮水を前記逆浸透膜モジュールから排出するための排出路のうち、少なくとも一方の一部は、複数並列に配置された配管によって構成され、
 前記配管のそれぞれは、前記配管の入口を閉止可能な入口バルブと、前記配管の出口を閉止可能な出口バルブと、を有すると共に、前記入口と前記出口との間の中間部に、前記配管を洗浄する薬洗水を供給可能な薬洗用配管が接続している逆浸透処理装置。
A membrane unit comprising one or a plurality of reverse osmosis membrane modules for reverse osmosis treatment of water to be treated is provided,
A part of at least one of a supply path for supplying the water to be treated to the reverse osmosis membrane module and a discharge path for discharging the concentrated water separated by the reverse osmosis treatment from the reverse osmosis membrane module Consists of multiple pipes arranged in parallel,
Each of the pipes has an inlet valve capable of closing an inlet of the pipe and an outlet valve capable of closing an outlet of the pipe, and the pipe is disposed in an intermediate portion between the inlet and the outlet. A reverse osmosis treatment device connected to a chemical washing pipe capable of supplying chemical washing water to be washed.
 請求項1に記載の逆浸透処理装置であって、
 被処理水を供給する第1ポンプと、
 前記第1ポンプの下流に配置され、前記被処理水中の濁質を排除する前処理装置と、
 前記前処理装置の下流に配置され、前記被処理水を昇圧して逆浸透膜に逆浸透させる第2ポンプと、を更に備え、
 前記配管は、前記第1ポンプよりも上流の区間、前記第1ポンプと前記前処理装置との間の区間、前記前処理装置と前記第2ポンプとの間の区間、及び、前記第2ポンプと前記膜ユニットとの間の区間のうち、1以上の区間で流路の系列を成している逆浸透処理装置。
The reverse osmosis treatment device according to claim 1,
A first pump for supplying water to be treated;
A pretreatment device disposed downstream of the first pump to eliminate turbidity in the treated water;
A second pump that is disposed downstream of the pretreatment device and pressurizes the water to be treated to reverse osmosis the reverse osmosis membrane;
The pipe includes a section upstream of the first pump, a section between the first pump and the pretreatment device, a section between the pretreatment device and the second pump, and the second pump. A reverse osmosis treatment device forming a series of flow paths in one or more sections among sections between the membrane unit and the membrane unit.
 請求項2に記載の逆浸透処理装置であって、
 前記膜ユニットが、
 被処理水を一次処理する逆浸透膜モジュールが1個又は複数並列に配置されてなる第1バンクと、
 前記第1バンクによって分離された第1濃縮水を二次処理する逆浸透膜モジュールが1個又は複数並列に配置されてなる第2バンクと、を有し、
 前記逆浸透処理装置は、
 前記第2バンクによって分離された第2濃縮水の残圧を利用して前記第1バンクに供給される前記被処理水を昇圧する動力回収装置と、
 前記動力回収装置によって昇圧された前記被処理水を加圧する第3ポンプと、を更に備え、
 前記供給路は、前記第2ポンプを経て前記逆浸透膜モジュールに至る流路と、前記第2ポンプよりも上流の分流点で分流して前記動力回収装置に至り、前記動力回収装置から前記第3ポンプを経た後、前記第2ポンプよりも下流の合流点で合流して前記逆浸透膜モジュールに至る流路と、を含み、
 前記排出路は、前記逆浸透膜モジュールから前記動力回収装置に至る流路を含み、
 前記配管は、前記分流点よりも上流の区間、前記分流点と前記第2ポンプとの間の区間、前記第2ポンプと前記合流点との間の区間、前記合流点と前記逆浸透膜モジュールとの間の区間、前記分流点と前記動力回収装置との間の区間、前記動力回収装置と前記第3ポンプとの間の区間、及び、前記第3ポンプと前記合流点との間の区間のうち、1以上の区間で流路の系列を成している逆浸透処理装置。
The reverse osmosis treatment device according to claim 2,
The membrane unit is
A first bank in which one or a plurality of reverse osmosis membrane modules for primary treatment of water to be treated are arranged in parallel;
A second bank in which one or a plurality of reverse osmosis membrane modules for secondary treatment of the first concentrated water separated by the first bank are arranged in parallel;
The reverse osmosis treatment device comprises:
A power recovery device that boosts the water to be treated supplied to the first bank using the residual pressure of the second concentrated water separated by the second bank;
A third pump for pressurizing the water to be treated that has been pressurized by the power recovery device,
The supply path is divided into a flow path that reaches the reverse osmosis membrane module through the second pump and a branch point upstream of the second pump to reach the power recovery apparatus, and from the power recovery apparatus to the first After passing through 3 pumps, and a flow path that merges at a merge point downstream of the second pump and reaches the reverse osmosis membrane module,
The discharge path includes a flow path from the reverse osmosis membrane module to the power recovery device,
The piping includes a section upstream from the branch point, a section between the branch point and the second pump, a section between the second pump and the junction point, the junction point and the reverse osmosis membrane module. A section between the branch point and the power recovery device, a section between the power recovery device and the third pump, and a section between the third pump and the junction. Among them, a reverse osmosis treatment apparatus forming a series of flow paths in one or more sections.
 請求項3に記載の逆浸透処理装置であって、
 前記配管は、前記第1ポンプよりも上流の区間、前記第1ポンプと前記前処理装置との間の区間、前記前処理装置と前記第2ポンプとの間の区間、前記第2ポンプと前記逆浸透膜モジュールとの間の区間、前記分流点よりも上流の区間、前記分流点と前記第2ポンプとの間の区間、前記第2ポンプと前記合流点との間の区間、前記合流点と前記逆浸透膜モジュールとの間の区間、前記分流点と前記動力回収装置との間の区間、前記動力回収装置と前記第3ポンプとの間の区間、及び、前記第3ポンプと前記合流点との間の区間のうち、2以上の区間で流路の系列を成しており、
 前記流路の前記系列が、前記系列毎に複数備えられた設備機器に個々に接続されている逆浸透処理装置。
The reverse osmosis treatment device according to claim 3,
The pipe includes a section upstream from the first pump, a section between the first pump and the pretreatment device, a section between the pretreatment device and the second pump, the second pump and the A section between the reverse osmosis membrane module, a section upstream of the branch point, a section between the branch point and the second pump, a section between the second pump and the junction point, the junction point And a section between the reverse recovery osmosis membrane module, a section between the diversion point and the power recovery apparatus, a section between the power recovery apparatus and the third pump, and the third pump and the merge. Among the sections between the points, the flow path is made up of two or more sections,
A reverse osmosis treatment apparatus in which the series of the flow paths are individually connected to a plurality of equipment devices provided for each series.
 第1被処理水を逆浸透処理するバンクが1個又は複数配置されてなる第1膜ユニットと、
 第2被処理水を前記第1膜ユニットによって分離された濃縮水と混合する混合部と、
 前記濃縮水と混合された前記第2被処理水を逆浸透処理するバンクが1個又は複数配置されてなる第2膜ユニットと、を備え、
 前記バンクは、被処理水を逆浸透処理する逆浸透膜モジュールが1個又は複数配置されてなり、
 前記第1膜ユニットによって分離された前記濃縮水を前記混合部に移送するための移送路、及び、前記濃縮水と混合された前記第2被処理水を前記逆浸透膜モジュールに供給するための供給路のうち、少なくとも一方の一部は、複数並列に配置された配管によって構成され、
 前記配管のそれぞれは、前記配管の入口を閉止可能な入口バルブと、前記配管の出口を閉止可能な出口バルブと、を有すると共に、前記入口と前記出口との間の中間部に、前記配管を洗浄する薬洗水を供給可能な薬洗用配管が接続している逆浸透処理装置。
A first membrane unit in which one or a plurality of banks for reverse osmosis treatment of the first treated water is disposed;
A mixing section for mixing the second treated water with the concentrated water separated by the first membrane unit;
A second membrane unit in which one or more banks for reverse osmosis treatment of the second treated water mixed with the concentrated water are disposed,
The bank comprises one or more reverse osmosis membrane modules for reverse osmosis treatment of water to be treated,
A transfer path for transferring the concentrated water separated by the first membrane unit to the mixing unit, and supplying the second treated water mixed with the concentrated water to the reverse osmosis membrane module. A part of at least one of the supply paths is constituted by a plurality of pipes arranged in parallel,
Each of the pipes has an inlet valve capable of closing an inlet of the pipe and an outlet valve capable of closing an outlet of the pipe, and the pipe is disposed in an intermediate portion between the inlet and the outlet. A reverse osmosis treatment device connected to a chemical washing pipe capable of supplying chemical washing water to be washed.
 被処理水を逆浸透処理する逆浸透膜モジュールが1個又は複数配置されてなる膜ユニットを備え、
 前記被処理水を前記逆浸透膜モジュールに供給するための供給路、及び、逆浸透処理によって分離された濃縮水を前記逆浸透膜モジュールから排出するための排出路のうち、少なくとも一方の一部は、複数並列に配置された配管によって構成され、
 前記配管のそれぞれは、前記配管の入口と前記配管の出口との間の中間部に、前記配管を洗浄する薬洗水を供給可能な薬洗用配管が接続している逆浸透処理装置において、
 前記配管のうち、一部の前記配管を使用して前記被処理水を逆浸透処理し、
 前記被処理水を逆浸透処理する間に、残部の前記配管に前記薬洗水を通流させて管内を洗浄し、
 逆浸透処理に使用する前記配管と洗浄する前記配管とを入れ替えながら逆浸透処理を続ける逆浸透処理方法。
A membrane unit comprising one or a plurality of reverse osmosis membrane modules for reverse osmosis treatment of water to be treated is provided,
A part of at least one of a supply path for supplying the water to be treated to the reverse osmosis membrane module and a discharge path for discharging the concentrated water separated by the reverse osmosis treatment from the reverse osmosis membrane module Consists of multiple pipes arranged in parallel,
In each of the pipes, a reverse osmosis treatment apparatus in which a chemical washing pipe capable of supplying chemical washing water for washing the pipe is connected to an intermediate portion between the inlet of the pipe and the outlet of the pipe,
Reverse osmosis treatment of the treated water using a part of the piping among the piping,
During reverse osmosis treatment of the water to be treated, the chemical washing water is passed through the remaining pipe to wash the inside of the pipe,
A reverse osmosis treatment method for continuing reverse osmosis treatment while replacing the piping used for reverse osmosis treatment and the piping to be washed.
 前記配管のそれぞれは、前記配管の入口と前記配管の出口との間の中間部に、前記配管に前記被処理水を注入可能な注入管が更に接続しており、
 前記配管の管内を洗浄した後、前記配管に前記被処理水を注入してから、逆浸透処理に使用する前記配管と洗浄する前記配管とを入れ替える請求項6に記載の逆浸透処理方法。
Each of the pipes is further connected to an intermediate portion between the inlet of the pipe and the outlet of the pipe, and an injection pipe capable of injecting the water to be treated into the pipe.
The reverse osmosis treatment method according to claim 6, wherein after the inside of the pipe is washed, the water to be treated is poured into the pipe, and then the pipe used for the reverse osmosis treatment and the pipe to be washed are exchanged.
 前記配管のそれぞれは、前記配管の入口と前記配管の出口との間の中間部に、管内の液体を液体検出器に抽出するための抽出管が更に接続しており、
 前記配管の管内を洗浄した後、管内の液体を液体検出器に抽出し、
 管内の液体が被処理水に置換されたことを検出して、前記配管に前記被処理水を注入する請求項7に記載の逆浸透処理方法。
Each of the pipes is further connected to an intermediate part between the inlet of the pipe and the outlet of the pipe, and an extraction pipe for extracting the liquid in the pipe to the liquid detector,
After washing the inside of the pipe, the liquid in the pipe is extracted into a liquid detector,
The reverse osmosis treatment method according to claim 7, wherein the water in the pipe is detected to be replaced with the water to be treated, and the water to be treated is injected into the pipe.
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US12221360B2 (en) 2021-09-24 2025-02-11 Bechtel Energy Technologies & Solutions, Inc. Low energy ejector desalination system

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