WO2024154319A1 - Filtration membrane cleaning device - Google Patents
Filtration membrane cleaning device Download PDFInfo
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- WO2024154319A1 WO2024154319A1 PCT/JP2023/001630 JP2023001630W WO2024154319A1 WO 2024154319 A1 WO2024154319 A1 WO 2024154319A1 JP 2023001630 W JP2023001630 W JP 2023001630W WO 2024154319 A1 WO2024154319 A1 WO 2024154319A1
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- cleaning
- cleaning water
- water
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- filtration
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D63/00—Apparatus in general for separation processes using semi-permeable membranes
- B01D63/06—Tubular membrane modules
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D63/00—Apparatus in general for separation processes using semi-permeable membranes
- B01D63/08—Flat membrane modules
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D65/00—Accessories or auxiliary operations, in general, for separation processes or apparatus using semi-permeable membranes
- B01D65/02—Membrane cleaning or sterilisation ; Membrane regeneration
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/44—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
Definitions
- This application relates to a filter membrane cleaning device.
- Membrane filtration is used as a method for separating suspended solids from water to be treated.
- a membrane filter For example, in the treatment of sewage or industrial wastewater, after the water to be treated is treated by the activated sludge process, suspended solids are separated and removed using a membrane filter.
- cylindrical or sheet-shaped microfiltration or ultrafiltration membranes are used as the membrane filter.
- Filtration methods include external pressure filtration, in which the water to be treated flows on the outside of a cylindrical or sheet-shaped membrane filter and the filtered water flows on the inside, and internal pressure filtration, in which the water to be treated flows on the inside of a cylindrical membrane filter and the filtered water flows on the outside.
- methods for collecting filtered water include one-end collection, in which water is collected from one collection port of the membrane filter, and both-end collection, in which water is collected from two collection ports of the membrane filter.
- Membrane filtration processes using such membranes have the problem that the filtration performance declines with continued use of the membrane. Specifically, with continued use of the membrane, contaminants adhere to the membrane surface that comes into contact with the water to be treated (the outer surface of the membrane in the external pressure filtration method, and the inner surface of the membrane in the internal pressure filtration method), the membrane surface that comes into contact with the filtrate (the inner surface of the membrane in the external pressure filtration method, and the outer surface of the membrane in the internal pressure filtration method), or the pores of the membrane, causing clogging and gradually decreasing the filtration performance. In particular, when the membrane becomes clogged, the pressure required for filtration increases, and the membrane filtration flux (the amount of water filtered through the membrane per unit membrane area per unit time) also decreases. Therefore, in order to maintain the performance of the membrane, it is necessary to periodically clean the membrane.
- backflow washing is performed to physically remove contaminants attached to the surface of the filtration membrane in contact with the water to be treated by passing washing water such as membrane filtrate or clear water through the filtration membrane from the secondary side opposite to the primary side of the filtration membrane.
- a method has been proposed in which backflow washing of the filtration membrane is performed using washing water containing an oxidizing agent such as sodium hypochlorite (also called “soda hypochlorite”) or ozone, thereby oxidizing and decomposing contaminants chemically attached to the surface of the filtration membrane in contact with the membrane filtrate or in the pores of the filtration membrane by intermolecular forces, etc.
- the present application has been made to solve the above-mentioned problems, and aims to provide a filtration membrane cleaning device that efficiently removes both contaminants adhering to the surface of the filtration membrane on the permeate flow path side and contaminants adhering to the pores of the filtration membrane.
- the filtration membrane cleaning device disclosed in the present application is a filtration membrane cleaning device for cleaning the filtration membrane of a filtration membrane module having two collection ports, a first collection port and a second collection port, for extracting membrane filtrate that has permeated the filtration membrane, and includes a first cleaning water piping having a first cleaning water pump for supplying first cleaning water from a first cleaning water tank, a membrane filtrate water piping connected to the first cleaning water piping by a first switching valve, a cleaning water piping having one end connected to the membrane filtrate water piping by a circulation switching valve and the other end connected to the first collection port, and a cleaning water piping having one end connected to the membrane filtrate water piping and the cleaning water piping by a circulation switching valve and the other end connected to the second collection port, which circulates the cleaning water.
- the system includes a circulation pipe having a circulation pump, and a controller for controlling the first cleaning water pump, the first switching valve, the circulation switching valve, and the circulation pump.
- the controller controls the first cleaning water pump, the first switching valve, the circulation switching valve, and the circulation pump to perform one of two cleaning methods selected from dead-end filtration cleaning, in which the first cleaning water is used as the cleaning water and the first cleaning water tank is used as the cleaning water tank, and cleaning water from the cleaning water tank is supplied to both the first water collection port and the second water collection port, and cross-flow filtration cleaning, in which cleaning water taken out from the second water collection port is circulated through a circulation flow path formed by the circulation pipe and the cleaning water pipe and supplied to the first water collection port.
- the controller controls the first washing water pump, the first switching valve, the circulation switching valve and the circulation pump to perform one of two types of washing selected from dead-end filtration washing, in which the first washing water is used as the washing water and the first washing water tank is used as the washing water tank, and the washing water from the washing water tank is supplied to both the first water collection port and the second water collection port, and cross-flow filtration washing, in which the washing water taken out from the second water collection port is circulated through a circulation flow path formed by the circulation piping and the washing water piping and supplied to the first water collection port, thereby efficiently removing both contaminants attached to the surface of the filtration membrane on the permeate flow path side and contaminants attached in the pores of the filtration membrane.
- FIG. 1 is a diagram showing a configuration of a water treatment system including a filtration membrane cleaning device according to a first embodiment.
- Embodiment 1. 1 is a diagram showing the configuration of a water treatment system 100 including a filtration membrane cleaning device according to embodiment 1.
- the water treatment system 100 includes a treated water tank 2 that contains treated water 1, a filtration membrane module 3 that performs membrane filtration treatment on the treated water 1, a membrane filtration water tank 18 that contains membrane filtered water 19, and a filtration membrane cleaning device.
- the treated water tank 2 is provided with a treated water pipe 5 for supplying the treated water 1, and in the treated water tank 2, the treated water 1 is subjected to membrane filtration treatment by a filtration membrane module 3.
- the treated water 1 is, for example, water supply, sewerage, secondary sewage treatment water, industrial wastewater, seawater, or human waste.
- a sludge extraction pipe 10 and an air pipe 7 are connected to the treated water tank 2, and an aeration device 8 is disposed at the bottom of the treated water tank 2.
- a blower 6 is connected to the aeration device 8 via the air pipe 7, and is used to air wash the membrane surface of the filtration membrane of the filtration membrane module 3.
- the sludge extraction pipe 10 is equipped with a sludge extraction pump 9 for extracting sludge.
- the filtration membrane module 3 is equipped with a filtration membrane and two water collection ports, a first water collection port 36 and a second water collection port 37, which are used to extract the membrane filtrate that has permeated the filtration membrane from both ends of the flow path inside the filtration membrane.
- the material of the filtration membrane of the filtration membrane module 3 may be any material that is not deteriorated by oxidizing agents.
- the material of the filtration membrane of the filtration membrane module 3 may also be a combination of two or more of the above substances.
- the material of the filtration membrane of the filtration membrane module 3 is preferably a fluorine-based resin compound that has excellent resistance to strong oxidizing agents such as ozone.
- the type of the filtration membrane of the filtration membrane module 3 is not particularly limited, and known filtration membranes such as microfiltration (MF) membranes and ultrafiltration (UF) membranes may be used.
- the average pore size of the filtration membrane of the filtration membrane module 3 is not particularly limited, and is preferably 0.001 ⁇ m or more and 1 ⁇ m or less, more preferably 0.01 ⁇ m or more and 0.1 ⁇ m or less. If the filtration membrane has an average pore size in this range, the filtration membrane cleaning device of the water treatment system 100 can efficiently remove not only the pollutants attached to the surface of the filtration membrane in contact with the water to be treated 1, but also the pollutants chemically attached to the surface of the filtration membrane in contact with the membrane filtrate 19 and in the pores of the filtration membrane.
- the shape of the filtration membrane of the filtration membrane module 3 is not particularly limited, and may be a known shape such as a cylindrical shape or a flat membrane shape.
- the filtration membrane of the filtration membrane module 3 may be an immersion type, a casing type, or a monolith type.
- the filtration method of the filtration membrane module 3 may be either a dead-end filtration method or a cross-flow filtration method.
- the water flow method of the filtration membrane of the filtration membrane module 3 is not particularly limited, and may be either an external pressure filtration method in which the water to be treated 1 flows outside the filtration membrane and the membrane filtered water 19 flows inside the filtration membrane, or an internal pressure filtration method in which the water to be treated 1 flows inside the filtration membrane and the membrane filtered water 19 flows outside the filtration membrane.
- the water collection method of the filtration membrane module 3 is a double-end water collection method in which water is collected from two water collection ports, the first water collection port 36 and the second water collection port 37.
- the cleaning water pipe 4 is connected at one end to the membrane filtered water pipe 14 by the circulation switching valve 11, and at the other end to the first water collection port 36.
- the circulation pipe 30 is connected at one end to the membrane filtered water pipe 14 and the cleaning water pipe 4 by the circulation switching valve 11, and at the other end to the second water collection port 37, and is equipped with a circulation pump 32 that circulates the cleaning water, a circulation flow rate meter 31 that measures the flow rate of the circulated cleaning water, and an air vent switching valve 33.
- the air vent switching valve 33 is connected to the air vent pipe 34.
- the membrane filtered water pipe 14 is connected at one end to the cleaning water pipe 4 and the circulation pipe 30 by the circulation switching valve 11, and at the other end to the membrane filtered water tank 18 that contains the membrane filtered water 19, and is equipped with a membrane filtered water pump 15, a membrane filtered water flow rate meter 16, and a membrane filtered water pressure gauge 17.
- the first cleaning water pipe 24 has one end connected to the membrane filtrate water pipe 14 by the first switching valve 12, and the other end connected to the first cleaning water tank 20.
- the first cleaning water pipe 24 is equipped with a first cleaning water pump 22 for supplying the first cleaning water 21 contained in the first cleaning water tank 20 to the filtration membrane of the filtration membrane module 3, and a first cleaning water flow rate meter 23 for measuring the flow rate of the first cleaning water 21.
- the second cleaning water pipe 29 is also equipped with one end connected to the membrane filtrate water pipe 14 by the second switching valve 13, and the other end connected to the second cleaning water tank 25.
- the second cleaning water pipe 29 is equipped with a second cleaning water pump 27 for supplying the second cleaning water 26 contained in the second cleaning water tank 25 to the filtration membrane of the filtration membrane module 3, and a second cleaning water flow rate meter 28 for measuring the flow rate of the second cleaning water 26.
- the type of chemical solution contained in the first cleaning water 21 and the second cleaning water 26 is not particularly limited as long as it is a chemical solution that decomposes organic or inorganic matter, and known chemical solutions can be used.
- chemical solutions that decompose organic matter include sodium hypochlorite, hydrogen peroxide, sodium hydroxide, and ozone. These may be used alone or in combination of two or more.
- the first chemical solution preferably has a standard oxidation-reduction potential (25°C) measured using a hydrogen electrode of less than 2.0 V
- the second chemical solution preferably has a standard oxidation-reduction potential (25°C) measured using a hydrogen electrode of 2.0 V or more.
- sodium hypochlorite as the first chemical solution and ozone as the second chemical solution.
- chemical solutions that decompose inorganic matter include inorganic acids such as hydrochloric acid, sulfuric acid, and nitric acid, and organic acids such as oxalic acid and citric acid. These may also be used alone or in combination of two or more.
- two or more types of chemical liquids that decompose organic matter and two or more types of chemical liquids that decompose inorganic matter may be used in combination.
- first chemical liquid When two or more types of chemical liquids that decompose organic matter and two or more types of chemical liquids that decompose inorganic matter are used in combination, there is no particular limitation on which is used as the first chemical liquid or the second chemical liquid.
- a chemical liquid that decomposes organic matter is used as the first chemical liquid
- a chemical liquid that decomposes inorganic matter may be used as the second chemical liquid
- a chemical liquid that decomposes organic matter when a chemical liquid that decomposes organic matter is used as the first chemical liquid, a chemical liquid that decomposes organic matter may be used as the second chemical liquid.
- the concentrations of the chemicals in the first cleaning water 21 and the second cleaning water 26 are not particularly limited, but when a chemical that decomposes organic matter is used, it is preferable that sodium hypochlorite (effective chlorine concentration) is 1.0 g/L or more and 5.0 g/L or less, and that sodium hydroxide is 1.0 g/L or more and 4.0 g/L or less.
- sodium hypochlorite effective chlorine concentration
- sodium hydroxide is 1.0 g/L or more and 4.0 g/L or less.
- ozone it is preferable that it is 10 mg/L or more and 40 mg/L or less, and more preferably 20 mg/L or more and 30 mg/L or less.
- hydrochloric acid, sulfuric acid, and nitric acid are 1.0 g/L or more and 10.0 g/L or less
- oxalic acid is 1.0 g/L or more and 2.0 g/L or less
- citric acid is 1 g/L or more and 10 g/L or less.
- all of the pumps, the sludge extraction pump 9, the circulation pump 32, the membrane filtration pump 15, the first cleaning water pump 22 and the second cleaning water pump 27, all of the switching valves, the circulation switching valve 11, the air vent switching valve 33, the first switching valve 12 and the second switching valve 13, and all of the flow meters, the circulation flow meter 31, the membrane filtration water flow meter 16, the first cleaning water flow meter 23 and the second cleaning water flow meter 28, are connected to a controller 35, which controls all of the pumps and all of the switching valves.
- the first switching valve 12 is closed on the first cleaning water pipe 24 side, the first switching valve 12 is opened on the circulation switching valve 11 side and the membrane filtration water tank 18 side, the second switching valve 13 is closed on the second cleaning water pipe 29 side, the second switching valve 13 is opened on the circulation switching valve 11 side and the membrane filtration water tank 18 side, the cleaning water pipe 4 side, the circulation pipe 30 side and the membrane filtration water pipe 14 side of the circulation switching valve 11 are all opened, the air vent pipe 34 side of the air vent switching valve 33 is closed, the second water collection port 37 side and the circulation switching valve 11 side of the air vent switching valve 33 are opened, and the membrane filtration pump 15 is started, whereby the water to be treated 1 is filtered by the filtration membrane of the filtration membrane module 3.
- the membrane filtration water filtered by the filtration membrane of the filtration membrane module 3 is discharged through the membrane filtration water pipe 14 to the membrane filtration water tank 18.
- the blower 6 is always running while the membrane filtration process of the water to be treated 1 is being performed.
- the sludge extraction pump 9 is operated according to the sludge concentration in the water to be treated tank 2, and the sludge inside the water to be treated tank 2 is extracted. If the membrane filtration process of the water to be treated 1 is continuously performed using the filtration membrane of the filtration membrane module 3, the filtration membrane of the filtration membrane module 3 will become clogged with pollutants, and therefore the filtration membrane of the filtration membrane module 3 needs to be cleaned.
- the filtration membrane cleaning device of this water treatment system 100 can perform both dead-end filtration cleaning and cross-flow filtration cleaning in the cleaning process of the filtration membrane of the filtration membrane module 3.
- dead-end filtration cleaning is selected for cleaning the filtration membrane of the filtration membrane module 3
- the membrane filtration pump 15 is stopped, the side of the first switching valve 12 facing the membrane filtration water tank 18 is closed, and the side of the second switching valve 13 facing the membrane filtration water tank 18 is closed.
- the first switching valve 12 is opened on the first cleaning water pipe 24 side, the first switching valve 12 is opened on the circulation switching valve 11 side, the cleaning water pipe 4 side, the circulation pipe 30 side, and the membrane filtrate water pipe 14 side of the circulation switching valve 11 are all opened, the air vent pipe 34 side of the air vent switching valve 33 is closed, the second water collection port 37 side of the air vent switching valve 33 and the circulation switching valve 11 side are opened, and the first cleaning water pump 22 is started, so that the first cleaning water 21 is supplied from the first cleaning water tank 20 to the filtration membrane of the filtration membrane module 3 from both the first water collection port 36 and the second water collection port 37, and dead-end filtration cleaning is performed. After the dead-end filtration cleaning with the first cleaning water 21 is completed, the first cleaning water pump 22 is stopped, and the first switching valve 12 is closed on the first cleaning water pipe 24 side.
- the first switching valve 12 is opened on the membrane filtration water tank 18 side
- the second switching valve 13 is opened on the second cleaning water pipe 29 side
- the second switching valve 13 is opened on the circulation switching valve 11 side
- the cleaning water pipe 4 side, the circulation pipe 30 side, and the membrane filtration water pipe 14 side of the circulation switching valve 11 are all open
- the air vent pipe 34 side of the air vent switching valve 33 is closed
- the second water collection port 37 side and the circulation switching valve 11 side of the air vent switching valve 33 are opened.
- the second cleaning water pump 27 is started, and the second cleaning water 26 from the second cleaning water tank 25 is supplied to the filtration membrane of the filtration membrane module 3 from both the first water collection port 36 and the second water collection port 37, thereby performing dead-end filtration cleaning.
- the second cleaning water pump 27 is stopped, and the second switching valve 13 is closed on the second cleaning water pipe 29 side.
- the membrane filtration process of the treated water 1 is resumed by opening the membrane filtration tank 18 side of the second switching valve 13, opening the circulation switching valve 11 side of the second switching valve 13, opening the circulation switching valve 11 side and the membrane filtration tank 18 side of the first switching valve 12, opening the cleaning water pipe 4 side, the circulation pipe 30 side and the membrane filtration water pipe 14 side of the circulation switching valve 11, closing the air vent pipe 34 side of the air vent switching valve 33, and opening the second water collection port 37 side and the circulation switching valve 11 side of the air vent switching valve 33.
- This allows the membrane filtration process of the treated water 1 to be performed continuously and efficiently.
- the first cleaning water piping 24 side of the first switching valve 12 is opened, the cleaning water piping 4 side and the membrane filtration water piping 14 side of the circulation switching valve 11 are opened, and the second water collection port 37 side, the circulation switching valve 11 side, and the air vent piping 34 side of the air vent switching valve 33 are all opened, and the first cleaning water pump 22 is started, whereby the first cleaning water 21 is supplied from the first water collection port 36 to the filtration membrane of the filtration membrane module 3.
- the first cleaning water 21 discharged from the second water collection port 37 passes through the circulation flow rate measuring device 31 and the air vent switching valve 33 and is discharged from the air vent piping 34.
- the first cleaning water pump 22 is stopped and the first cleaning water piping 24 side of the first switching valve 12 is closed.
- the membrane filtrate water piping 14 side of the circulation switching valve 11 is closed, the circulation piping 30 side of the circulation switching valve 11 is opened, the air vent piping 34 side of the air vent switching valve 33 is closed, and the circulation pump 32 is started, whereby the first cleaning water 21 taken out from the second water collection port 37 is circulated through the circulation flow path formed by the circulation piping 30 and the cleaning water piping 4 and supplied to the first water collection port 36, and cross-flow filtration cleaning is performed.
- the first cleaning water 21 used to clean the filtration membrane of the filtration membrane module 3 and taken out from the second water collection port 37 is not returned to the first cleaning water tank 20, but is circulated through a circulation flow path formed by the circulation piping 30 and the cleaning water piping 4 and supplied to the first water collection port 36, so that the first cleaning water 21 containing contaminants does not enter the first cleaning water tank 20. Therefore, it is not necessary to clean the first cleaning water tank 20 after cleaning the filtration membrane, and it is only necessary to refill the first cleaning water tank 20 with the amount of first cleaning water 21 used.
- the first cleaning water 21 permeates through the filtration membrane of the filtration membrane module 3 into the treated water tank 2, so that the circulation flow rate of the first cleaning water 21 circulating through the circulation flow path formed by the circulation piping 30 and the cleaning water piping 4 decreases, and the output value of the circulation flow rate meter 31 decreases.
- the controller 35 stops the circulation pump 32, opens the membrane filtrate water piping 14 side of the circulation switching valve 11, closes the circulation piping 30 side of the circulation switching valve 11, opens the air vent piping 34 side of the air vent switching valve 33, opens the first cleaning water piping 24 side of the first switching valve 12, and starts the first cleaning water pump 22, thereby supplying the first cleaning water 21 from the first cleaning water tank 20 to the circulation flow path again.
- the first cleaning water pump 22 is stopped, the first switching valve 12 is closed on the side of the first cleaning water pipe 24, the circulation switching valve 11 is closed on the side of the membrane filtrate water pipe 14, the circulation switching valve 11 is opened on the side of the circulation pipe 30, the air vent switching valve 33 is closed on the side of the air vent pipe 34, and the circulation pump 32 is started again, thereby stopping the supply of the first cleaning water 21 from the first cleaning water tank 20 to the circulation flow path, and the first cleaning water 21 circulates through the circulation flow path again.
- the flow rate of the cleaning water circulating through the circulation flow path in the cross-flow filtration cleaning can be maintained, and a decrease in cleaning efficiency due to the permeation of the cleaning water from the filtration membrane to the treated water tank 2 can be prevented.
- the second switching valve 13 is opened on the second cleaning water pipe 29 side
- the circulation switching valve 11 is opened on the cleaning water pipe 4 side
- the second water collection port 37 side and the circulation switching valve 11 side of the air vent switching valve 33 are opened
- the first cleaning water pipe 24 side of the first switching valve 12 is closed
- the circulation switching valve 11 side of the second switching valve 13 is opened
- the membrane filtration water tank 18 side of the second switching valve 13 is closed
- the second cleaning water pump 27 is started
- the second cleaning water 26 is supplied from the first water collection port 36 to the filtration membrane of the filtration membrane module 3.
- the first cleaning water 21 used for cleaning the filtration membrane of the filtration membrane module 3 and taken out from the second water collection port 37 is not returned to the second cleaning water tank 25, the first cleaning water 21 remaining in the circulation flow path formed by the circulation pipe 30 and the cleaning water pipe 4 is not mixed into the second cleaning water tank 25. Then, when the flow rate of the cleaning water flowing through the circulation piping 30 measured by the circulation flow rate measuring device 31 exceeds a predetermined second membrane surface permeation flux, the second cleaning water pump 27 is stopped and the second switching valve 13 is closed on the side of the second cleaning water piping 29.
- the first cleaning water 21 remaining in the circulation flow path and the filtration membrane module 3 is removed, and the circulation flow path and the filtration membrane module 3 are filled with the second cleaning water 26, and the filtration membrane is not washed with the cleaning water that is a mixture of the first cleaning water 21 and the second cleaning water 26.
- the first cleaning water 21 is alkaline and the second cleaning water 26 is acidic, the two cleaning waters do not mix and react with each other, and the concentration of the cleaning water does not decrease in washing with the second cleaning water 26.
- the membrane filtrate water pipe 14 side of the circulation switching valve 11 is closed, the circulation pipe 30 side of the circulation switching valve 11 is opened, the air vent pipe 34 side of the air vent switching valve 33 is closed, and the circulation pump 32 is started, so that the second cleaning water 26 taken out from the second water collection port 37 is circulated through the circulation flow path formed by the circulation pipe 30 and the cleaning water pipe 4 and supplied to the first water collection port 36, and cross-flow filtration cleaning is performed.
- the second cleaning water 26 used for cleaning the filtration membrane of the filtration membrane module 3 and taken out from the second water collection port 37 is not returned to the second cleaning water tank 25, but is circulated through the circulation flow path formed by the circulation pipe 30 and the cleaning water pipe 4 and supplied to the first water collection port 36, so that the second cleaning water 26 containing contaminants does not enter the second cleaning water tank 25. Therefore, there is no need to clean the second cleaning water tank 25 after cleaning the filtration membrane, and it is only necessary to refill the second cleaning water tank 25 with the second cleaning water 26 used.
- the second cleaning water 26 permeates through the filtration membrane of the filtration membrane module 3 into the treated water tank 2, so that the circulation flow rate of the second cleaning water 26 circulating through the circulation flow path formed by the circulation piping 30 and the cleaning water piping 4 decreases, and the output value of the circulation flow rate meter 31 decreases.
- the controller 35 stops the circulation pump 32, opens the membrane filtrate water piping 14 side of the circulation switching valve 11, closes the circulation piping 30 side of the circulation switching valve 11, opens the air vent piping 34 side of the air vent switching valve 33, opens the second cleaning water piping 29 side of the second switching valve 13, and starts the second cleaning water pump 27, thereby again supplying the second cleaning water 26 from the second cleaning water tank 25 to the circulation flow path.
- the second cleaning water pump 27 is stopped, the second switching valve 13 is closed on the side of the second cleaning water pipe 29, the circulation switching valve 11 is closed on the side of the membrane filtrate water pipe 14, the circulation switching valve 11 is opened on the side of the circulation pipe 30, the air vent switching valve 33 is closed on the side of the air vent pipe 34, and the circulation pump 32 is started again, thereby stopping the supply of the second cleaning water 26 from the second cleaning water tank 25 to the circulation flow path, and the second cleaning water 26 circulates through the circulation flow path again.
- the flow rate of the cleaning water circulating through the circulation flow path in the cross-flow filtration cleaning can be maintained, and a decrease in cleaning efficiency due to the permeation of the cleaning water from the filtration membrane to the treated water tank 2 can be prevented.
- the circulation pump 32 is stopped, the membrane filtration water pipe 14 side of the circulation switching valve 11 is opened, the membrane filtration water tank 18 side of the second switching valve 13 is opened, the circulation switching valve 11 side and the membrane filtration water tank 18 side of the first switching valve 12 are opened, the cleaning water pipe 4 side, the circulation pipe 30 side and the membrane filtration water pipe 14 side of the circulation switching valve 11 are all open, the air vent pipe 34 side of the air vent switching valve 33 is closed, and the second water collection port 37 side and the circulation switching valve 11 side are opened. Then, the membrane filtration pump 15 is started to resume the membrane filtration process of the water to be treated 1. This allows the membrane filtration process of the water to be treated 1 to be performed continuously and efficiently.
- dead-end filtration cleaning with the second cleaning water 26 is performed after completion of dead-end filtration cleaning with the first cleaning water 21, or cross-flow filtration cleaning with the second cleaning water 26 is performed after completion of cross-flow filtration cleaning with the first cleaning water 21.
- the controller 35 controls all pumps and all switching valves to perform any one of dead-end filtration cleaning using the first cleaning water 21 as the cleaning water, cross-flow filtration cleaning using the first cleaning water 21 as the cleaning water, dead-end filtration cleaning using the second cleaning water 26 as the cleaning water, and cross-flow filtration cleaning using the second cleaning water 26 as the cleaning water, and the order of the cleaning processes may be any order.
- the filtration membrane may be cleaned by the same method using three or more types of cleaning water, or the filtration membrane may be cleaned using only the first cleaning water 21.
- the membrane surface permeation flux (amount of water supplied per membrane area) of the cleaning water containing the chemical solution is not particularly limited. In general, it is sufficient to ensure a flux that can fill the cleaning water to the end of the filtration membrane. Specifically, when sodium hypochlorite is used, it is preferable to use a flux of 6 LMH (L/m2/h) or less, and when ozone water is used, it is preferable to use a flux of 30 LMH (L/m2/h) or less.
- the circulation flow rate of the cleaning water containing the chemical solution is not particularly limited and may be the same as the membrane surface permeation flux of the cleaning water.
- the method of controlling the circulation pump 32 may be to increase the output of the circulation pump when the circulation flow rate is less than the membrane surface permeation flux so that the circulation flow rate of the cleaning water circulating through the circulation flow path formed by the circulation piping 30 and the cleaning water piping 4 is the same as the flow rate due to the membrane surface permeation flux, or to decrease the output of the circulation pump when the circulation flow rate is greater than the flow rate due to the membrane surface permeation flux.
- a cleaning method may be used in which cleaning water is passed through the filtration membrane and then retained within the membrane, or a cleaning method may be used in which the filtration membrane is immersed in and retained in a cleaning solution.
- the cleaning water pipe 4, the first cleaning water pipe 24, the second cleaning water pipe 29, or the circulation pipe 30 may be provided with a means for uniformly mixing the first cleaning water 21 or the second cleaning water 26 (e.g., a static mixer).
- a preliminary treatment of the filtration membrane may be performed. For example, after the membrane filtration process is completed and before the cleaning process of the filtration membrane is performed, the filtration membrane may be exposed to air for a predetermined time, which makes it easier to remove contaminants attached to the surface of the filtration membrane that comes into contact with the water to be treated 1.
- the filtration membrane cleaning device includes a second cleaning water pipe 29 equipped with a second cleaning water pump 27 that supplies second cleaning water 26 from the second cleaning water tank 25, and the membrane filtrate water pipe 14 is connected to the second cleaning water pipe 29 by a second switching valve 13, and the controller 35 performs one of cleanings selected from dead-end filtration cleaning and cross-flow filtration cleaning using the first cleaning water 21 as the cleaning water and the first cleaning water tank 20 as the cleaning water tank, and then performs dead-end filtration cleaning and cross-flow filtration cleaning using the second cleaning water 26 as the cleaning water and the second cleaning water tank 25 as the cleaning water tank.
- the circulation pipe 30 is equipped with a circulation flow rate measuring device 31 that measures the circulation flow rate, which is the flow rate of the cleaning water flowing through the circulation pipe 30, and the controller 35 controls the supply of cleaning water from the cleaning water tank to the circulation flow path when the circulation flow rate is less than a predetermined circulation flow rate threshold in cross-flow filtration cleaning, and controls the supply of cleaning water from the cleaning water tank to the circulation flow path to be stopped when the circulation flow rate is equal to or greater than the circulation flow rate threshold. Therefore, the flow rate of the cleaning water circulating through the circulation flow path in cross-flow filtration cleaning can be maintained, and a decrease in cleaning efficiency due to the permeation of the cleaning water from the filtration membrane to the treated water tank 2 can be prevented.
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Abstract
Description
本願は、濾過膜洗浄装置に関するものである。 This application relates to a filter membrane cleaning device.
被処理水の懸濁物質を分離する方法として、濾過膜を利用した膜濾過処理が用いられている。例えば、下水あるいは工場廃水の処理において、活性汚泥法によって被処理水を処理した後、濾過膜を用いて懸濁物質を分離除去している。濾過膜としては、一般的に、円筒状またはシート状の精密濾過膜あるいは限外濾過膜が用いられている。濾過方式として、円筒状またはシート状の濾過膜の外側に被処理水を流して内側に濾過水を流す外圧濾過方式と、円筒状濾過膜の内側に被処理水を流して外側に濾過水を流す内圧濾過方式とがある。また、濾過水の集水方式として、濾過膜の一箇所の集水口から集水する片端集水と、濾過膜の二箇所の集水口から集水する両端集水とがある。 Membrane filtration is used as a method for separating suspended solids from water to be treated. For example, in the treatment of sewage or industrial wastewater, after the water to be treated is treated by the activated sludge process, suspended solids are separated and removed using a membrane filter. Generally, cylindrical or sheet-shaped microfiltration or ultrafiltration membranes are used as the membrane filter. Filtration methods include external pressure filtration, in which the water to be treated flows on the outside of a cylindrical or sheet-shaped membrane filter and the filtered water flows on the inside, and internal pressure filtration, in which the water to be treated flows on the inside of a cylindrical membrane filter and the filtered water flows on the outside. In addition, methods for collecting filtered water include one-end collection, in which water is collected from one collection port of the membrane filter, and both-end collection, in which water is collected from two collection ports of the membrane filter.
このような濾過膜を用いた膜濾過処理では、濾過膜の継続的な使用に伴って濾過性能が低下するという問題がある。具体的には、濾過膜の継続的な使用に伴い、被処理水と接する濾過膜の表面(外圧濾過方式では濾過膜の外側の表面、内圧濾過方式では濾過膜の内側の表面)、濾過水と接する濾過膜の表面(外圧濾過方式では濾過膜の内側の表面、内圧濾過方式では濾過膜の外側の表面)、あるいは、濾過膜の孔中に、汚濁物質が付着して目詰まりが生じ、濾過性能が徐々に低下する。特に、濾過膜に目詰まりが生じると、濾過時に必要な圧力が増加するため、膜濾過流束(単位時間における単位膜面積当たりの膜濾過水量)も低下してしまう。そのため、濾過膜の性能を維持するためには、濾過膜を定期的に洗浄する必要がある。 Membrane filtration processes using such membranes have the problem that the filtration performance declines with continued use of the membrane. Specifically, with continued use of the membrane, contaminants adhere to the membrane surface that comes into contact with the water to be treated (the outer surface of the membrane in the external pressure filtration method, and the inner surface of the membrane in the internal pressure filtration method), the membrane surface that comes into contact with the filtrate (the inner surface of the membrane in the external pressure filtration method, and the outer surface of the membrane in the internal pressure filtration method), or the pores of the membrane, causing clogging and gradually decreasing the filtration performance. In particular, when the membrane becomes clogged, the pressure required for filtration increases, and the membrane filtration flux (the amount of water filtered through the membrane per unit membrane area per unit time) also decreases. Therefore, in order to maintain the performance of the membrane, it is necessary to periodically clean the membrane.
濾過性能を維持する方法として、濾過膜の一次側とは逆方向の二次側から膜濾過水あるいは清澄水などの洗浄水を濾過膜に通水させることにより、被処理水と接する濾過膜の表面に付着した汚濁物質を物理的に除去する逆流洗浄が行われている。また、濾過膜の洗浄効果をより高めるために、次亜塩素酸ナトリウム(「次亜塩素酸ソーダ」とも呼ばれる)あるいはオゾンなどの酸化剤を含有する洗浄水を用いて濾過膜の逆流洗浄を行うことにより、膜濾過水と接する濾過膜の表面あるいは濾過膜の孔中に分子間力などで化学的に付着した汚濁物質を酸化分解して洗浄する方法が提案されている。また、濾過膜の一次側とは逆方向の二次側から膜濾過水あるいは清澄水などの洗浄水を濾過膜に通水させる場合、上述した濾過水の集水方式によって洗浄水の通水方式は異なる。片端集水の濾過膜に対しては、濾過膜の一箇所の集水口から洗浄水を供給するデッドエンド濾過(全量濾過)による洗浄が行われる。両端集水の濾過膜に対しては、濾過膜の二箇所の集水口から洗浄水を供給するデッドエンド濾過による洗浄、あるいは、濾過膜の一方の集水口から洗浄水を供給して他方の集水口から供給した洗浄水を排出するクロスフロー濾過(平行濾過)による洗浄が行われる。例えば、クロスフロー濾過による洗浄において、供給する洗浄水量を増減させて濾過膜の膨張と収縮とを繰り返すことによって、濾過膜の表面に付着した汚濁物質を剥離させる洗浄方法が提案されている(例えば、特許文献1参照)。 As a method for maintaining the filtration performance, backflow washing is performed to physically remove contaminants attached to the surface of the filtration membrane in contact with the water to be treated by passing washing water such as membrane filtrate or clear water through the filtration membrane from the secondary side opposite to the primary side of the filtration membrane. In addition, in order to further enhance the cleaning effect of the filtration membrane, a method has been proposed in which backflow washing of the filtration membrane is performed using washing water containing an oxidizing agent such as sodium hypochlorite (also called "soda hypochlorite") or ozone, thereby oxidizing and decomposing contaminants chemically attached to the surface of the filtration membrane in contact with the membrane filtrate or in the pores of the filtration membrane by intermolecular forces, etc. In addition, when washing water such as membrane filtrate or clear water is passed through the filtration membrane from the secondary side opposite to the primary side of the filtration membrane, the method of passing the washing water differs depending on the method of collecting the filtrate mentioned above. For filtration membranes that collect water at one end, washing is performed by dead-end filtration (full-volume filtration), in which washing water is supplied from one water collection port of the filtration membrane. For filtration membranes that collect water at both ends, cleaning is performed by dead-end filtration, in which cleaning water is supplied from two water collection ports of the filtration membrane, or by cross-flow filtration (parallel filtration), in which cleaning water is supplied from one water collection port of the filtration membrane and discharged from the other water collection port. For example, in cross-flow filtration, a cleaning method has been proposed in which the amount of cleaning water supplied is increased or decreased to repeatedly expand and contract the filtration membrane, thereby peeling off contaminants attached to the surface of the filtration membrane (see, for example, Patent Document 1).
特許文献1に示された濾過膜洗浄装置においては、洗浄水のクロスフロー濾過による洗浄を行っており、濾過膜の透過液流路中に洗浄水が流れ続ける状態が継続されるために、洗浄水を濾過膜の全体に均一に行き渡らせることで濾過膜の透過液流路側の表面に付着した汚濁物質の除去を効果的に行うことができる。しかしながら、洗浄水の一部のみが濾過膜の一次側へ透水するため、洗浄水の全量が濾過膜の一次側へ透水するデッドエンド濾過による洗浄と比較すると、濾過膜の孔中に付着した汚濁物質の除去の効率が低いという課題があった。
In the filtration membrane cleaning device shown in
本願は、上述の課題を解決するためになされたものであり、濾過膜の透過液流路側の表面に付着した汚濁物質と濾過膜の孔中に付着した汚濁物質との両方を効率よく除去する濾過膜洗浄装置を提供することを目的とする。 The present application has been made to solve the above-mentioned problems, and aims to provide a filtration membrane cleaning device that efficiently removes both contaminants adhering to the surface of the filtration membrane on the permeate flow path side and contaminants adhering to the pores of the filtration membrane.
本願に開示される濾過膜洗浄装置は、濾過膜を透過した膜濾過水を取り出す2つの集水口である第一集水口および第二集水口を備えた濾過膜モジュールの濾過膜を洗浄する濾過膜洗浄装置であって、第一洗浄水槽からの第一洗浄水を供給する第一洗浄水ポンプを備えた第一洗浄水配管と、第一切替弁によって第一洗浄水配管に接続された膜濾過水配管と、一端が循環切替弁によって膜濾過水配管に接続され、他端が第一集水口に接続された洗浄水配管と、一端が循環切替弁によって膜濾過水配管および洗浄水配管に接続され、他端が第二集水口に接続され、洗浄水を循環させる循環ポンプを備えた循環配管と、第一洗浄水ポンプ、第一切替弁、循環切替弁および循環ポンプを制御する制御器とを備え、制御器は、第一洗浄水を洗浄水として、第一洗浄水槽を洗浄水槽として、洗浄水槽からの洗浄水を第一集水口および第二集水口の両方に供給するデッドエンド濾過洗浄と第二集水口から取り出した洗浄水を循環配管および洗浄水配管によって構成された循環流路を通して循環させて第一集水口に供給するクロスフロー濾過洗浄とから選択されたいずれかの洗浄を行うように、第一洗浄水ポンプ、第一切替弁、循環切替弁および循環ポンプを制御する。 The filtration membrane cleaning device disclosed in the present application is a filtration membrane cleaning device for cleaning the filtration membrane of a filtration membrane module having two collection ports, a first collection port and a second collection port, for extracting membrane filtrate that has permeated the filtration membrane, and includes a first cleaning water piping having a first cleaning water pump for supplying first cleaning water from a first cleaning water tank, a membrane filtrate water piping connected to the first cleaning water piping by a first switching valve, a cleaning water piping having one end connected to the membrane filtrate water piping by a circulation switching valve and the other end connected to the first collection port, and a cleaning water piping having one end connected to the membrane filtrate water piping and the cleaning water piping by a circulation switching valve and the other end connected to the second collection port, which circulates the cleaning water. The system includes a circulation pipe having a circulation pump, and a controller for controlling the first cleaning water pump, the first switching valve, the circulation switching valve, and the circulation pump. The controller controls the first cleaning water pump, the first switching valve, the circulation switching valve, and the circulation pump to perform one of two cleaning methods selected from dead-end filtration cleaning, in which the first cleaning water is used as the cleaning water and the first cleaning water tank is used as the cleaning water tank, and cleaning water from the cleaning water tank is supplied to both the first water collection port and the second water collection port, and cross-flow filtration cleaning, in which cleaning water taken out from the second water collection port is circulated through a circulation flow path formed by the circulation pipe and the cleaning water pipe and supplied to the first water collection port.
本願に開示される濾過膜洗浄装置は、濾過膜を透過した膜濾過水を取り出す2つの集水口である第一集水口および第二集水口を備えた濾過膜モジュールの濾過膜を洗浄する濾過膜洗浄装置であって、第一洗浄水槽からの第一洗浄水を供給する第一洗浄水ポンプを備えた第一洗浄水配管と、第一切替弁によって第一洗浄水配管に接続された膜濾過水配管と、一端が循環切替弁によって膜濾過水配管に接続され、他端が第一集水口に接続された洗浄水配管と、一端が循環切替弁によって膜濾過水配管および洗浄水配管に接続され、他端が第二集水口に接続され、洗浄水を循環させる循環ポンプを備えた循環配管と、第一洗浄水ポンプ、第一切替弁、循環切替弁および循環ポンプを制御する制御器とを備え、制御器は、第一洗浄水を洗浄水として、第一洗浄水槽を洗浄水槽として、洗浄水槽からの洗浄水を第一集水口および第二集水口の両方に供給するデッドエンド濾過洗浄と第二集水口から取り出した洗浄水を循環配管および洗浄水配管によって構成された循環流路を通して循環させて第一集水口に供給するクロスフロー濾過洗浄とから選択されたいずれかの洗浄を行うように、第一洗浄水ポンプ、第一切替弁、循環切替弁および循環ポンプを制御するので、濾過膜の透過液流路側の表面に付着した汚濁物質と濾過膜の孔中に付着した汚濁物質との両方を効率よく除去することができる。 The filtration membrane cleaning device disclosed in the present application is a filtration membrane cleaning device for cleaning the filtration membrane of a filtration membrane module having two collection ports, a first collection port and a second collection port, for extracting membrane filtrate that has permeated the filtration membrane, and includes a first cleaning water piping having a first cleaning water pump that supplies first cleaning water from a first cleaning water tank, a membrane filtrate water piping connected to the first cleaning water piping by a first switching valve, a cleaning water piping having one end connected to the membrane filtrate water piping by a circulation switching valve and the other end connected to the first collection port, a circulation piping having one end connected to the membrane filtrate water piping and the cleaning water piping by the circulation switching valve and the other end connected to the second collection port, and having a circulation pump that circulates the cleaning water, and the first cleaning water pump, the first switching valve, , and a controller that controls the circulation switching valve and the circulation pump. The controller controls the first washing water pump, the first switching valve, the circulation switching valve and the circulation pump to perform one of two types of washing selected from dead-end filtration washing, in which the first washing water is used as the washing water and the first washing water tank is used as the washing water tank, and the washing water from the washing water tank is supplied to both the first water collection port and the second water collection port, and cross-flow filtration washing, in which the washing water taken out from the second water collection port is circulated through a circulation flow path formed by the circulation piping and the washing water piping and supplied to the first water collection port, thereby efficiently removing both contaminants attached to the surface of the filtration membrane on the permeate flow path side and contaminants attached in the pores of the filtration membrane.
以下、本願を実施するための実施の形態に係る濾過膜洗浄装置について、図面を参照して詳細に説明する。なお、各図において同一符号は同一もしくは相当部分を示している。 Below, a filtration membrane cleaning device according to an embodiment for carrying out the present application will be described in detail with reference to the drawings. Note that the same reference numerals in each drawing indicate the same or corresponding parts.
実施の形態1.
図1は、実施の形態1による濾過膜洗浄装置を備える水処理システム100の構成を示す図である。水処理システム100は、被処理水1を収容する被処理水槽2と、被処理水1を膜濾過処理する濾過膜モジュール3と、膜濾過水19を収容する膜濾過水槽18と、濾過膜洗浄装置とを備えている。
1 is a diagram showing the configuration of a
被処理水槽2には被処理水1を供給する被処理水配管5が設けられており、被処理水槽2では濾過膜モジュール3によって被処理水1の膜濾過処理が行われる。被処理水1は、例えば、上水道、下水道、下水二次処理水、工業廃水、海水、屎尿などである。被処理水槽2には汚泥引抜配管10および空気配管7が接続されており、被処理水槽2の底には散気装置8が配置されている。散気装置8には空気配管7を介してブロワー6が接続されており、濾過膜モジュール3の濾過膜の膜面の空気洗浄に使用される。汚泥引抜配管10は、汚泥を引き抜くための汚泥引抜ポンプ9を備えている。
The treated water tank 2 is provided with a treated water pipe 5 for supplying the treated
濾過膜モジュール3は、濾過膜と、濾過膜の内部の流路の両端から濾過膜を透過した膜濾過水を取り出す2つの集水口である第一集水口36および第二集水口37を備えている。濾過膜モジュール3の濾過膜の材質は、酸化剤によって劣化しないものであればよい。濾過膜モジュール3の濾過膜の材質は、例えば、ポリエチレン、ポリプロピレン、ポリブテンなどのポリオレフィン、テトラフルオロエチレン・パーフルオロアルキルビニルエーテル共重合体(PFA)、テトラフルオロエチレン-ヘキサフルオロプロピレン共重合体(FEP)、テトラフルオロエチレン-エチレン共重合体(ETFE)、ポリクロロトリフルオロエチレン(PCTFE)、クロロトリフルオロエチレン-エチレン共重合体(ECTFE)、ポリフッ化ビニリデン(PVDF)、ポリテトラフルオロエチレン(PTFE)などのフッ素系樹脂化合物、酢酸セルロース、エチルセルロースなどのセルロース類、セラミックなどを用いるとよい。また、濾過膜モジュール3の濾過膜の材質は、上記の各物質を2種類以上組み合わせたものであってもよい。濾過膜モジュール3の濾過膜の材質は、オゾンなどの強い酸化剤に対する耐性に優れたフッ素系樹脂化合物であることが好ましい。
The
濾過膜モジュール3の濾過膜の種類は、特に限定されず、精密濾過(MF)膜、限外濾過(UF)膜などの公知の濾過膜を用いればよい。濾過膜モジュール3の濾過膜の平均孔径は、特に限定されるものではなく、好ましくは0.001μm以上1μm以下、より好ましくは0.01μm以上0.1μm以下である。この範囲の平均孔径を有する濾過膜であれば、水処理システム100の濾過膜洗浄装置によって、被処理水1と接する濾過膜の表面に付着した汚濁物質だけでなく、膜濾過水19と接する濾過膜の表面、および、濾過膜の孔中に化学的に付着した汚濁物質を効率的に除去することができる。濾過膜モジュール3の濾過膜の形状は、特に限定されるものではなく、円筒状あるいは平膜状など公知の形状でよい。濾過膜モジュール3の濾過膜は、浸漬型、ケーシング型あるいはモノリス型でもよい。濾過膜モジュール3の濾過方式は、デッドエンド濾過方式またはクロスフロー濾過方式のどちらでもよい。濾過膜モジュール3の濾過膜の通水方式は、特に限定されるものではなく、濾過膜の外側に被処理水1を流して濾過膜の内側に膜濾過水19を流す外圧濾過方式と、濾過膜の内側に被処理水1を流して濾過膜の外側に膜濾過水19を流す内圧濾過方式のいずれであってもよい。なお、濾過膜モジュール3の集水方式は、第一集水口36および第二集水口37の2つの集水口から集水する両端集水である。
The type of the filtration membrane of the
洗浄水配管4は、一端が循環切替弁11によって膜濾過水配管14に接続され、他端が第一集水口36に接続されている。循環配管30は、一端が循環切替弁11によって膜濾過水配管14および洗浄水配管4に接続され、他端が第二集水口37に接続され、洗浄水を循環させる循環ポンプ32と、循環される洗浄水の流量を測定する循環流量測定器31と、空気抜切替弁33とを備えている。空気抜切替弁33は、空気抜配管34に接続されている。膜濾過水配管14は、一端が循環切替弁11によって洗浄水配管4および循環配管30に接続されており、他端が膜濾過水19を収容する膜濾過水槽18に接続されており、膜濾過ポンプ15と膜濾過水流量測定器16と膜濾過水圧力計17とを備えている。
The cleaning water pipe 4 is connected at one end to the membrane filtered
第一洗浄水配管24は、一端が第一切替弁12によって膜濾過水配管14に接続され、他端が第一洗浄水槽20に接続されている。第一洗浄水配管24は、第一洗浄水槽20に収容された第一洗浄水21を濾過膜モジュール3の濾過膜へ供給するための第一洗浄水ポンプ22と、第一洗浄水21の流量を測定する第一洗浄水流量測定器23とを備えている。また、第二洗浄水配管29は、一端が第二切替弁13によって膜濾過水配管14に接続され、他端が第二洗浄水槽25に接続されている。第二洗浄水配管29は、第二洗浄水槽25に収容された第二洗浄水26を濾過膜モジュール3の濾過膜へ供給するための第二洗浄水ポンプ27と、第二洗浄水26の流量を測定する第二洗浄水流量測定器28とを備えている。
The first
第一洗浄水21および第二洗浄水26に含まれる薬液の種類は、有機物あるいは無機物を分解する薬液であれば特に限定されず、公知の薬液を用いることができる。有機物を分解する薬液としては、例えば、次亜塩素酸ナトリウム、過酸化水素、水酸化ナトリウム、オゾンなどがある。これらは、単独で用いられてもよく、2種類以上を組み合わせて用いられてもよい。有機物を分解する薬液を2種類以上組み合わせて用いる場合は、第1の薬液は水素電極を用いて測定された標準酸化還元電位(25℃)が好ましくは2.0V未満であり、第2の薬液は水素電極を用いて測定された標準酸化還元電位(25℃)が好ましくは2.0V以上である。具体的には、第1の薬液として次亜塩素酸ナトリウム、第2の薬液としてオゾンを用いることが好ましい。また、無機物を分解する薬液としては、例えば、塩酸、硫酸、硝酸などの無機酸、あるいは、シュウ酸、クエン酸などの有機酸を用いることができる。これらも、単独で用いられてもよく、2種類以上を組み合わせて用いられてもよい。また、有機物を分解する薬液と無機物を分解する薬液とを2種類以上組み合わせて用いてもよい。有機物を分解する薬液と無機物を分解する薬液とを2種類以上組み合わせて用いる場合、どちらを第1の薬液又は第2の薬液として用いるかは特に限定されず、有機物を分解する薬液を第1の薬液として用いた場合は無機物を分解する薬液を第2の薬液として、無機物を分解する薬液を第1の薬液として用いた場合は有機物を分解する薬液を第2の薬液として用いればよい。
The type of chemical solution contained in the
第一洗浄水21および第二洗浄水26における薬液の濃度は、特に限定されないが、有機物を分解する薬液を用いる場合は、次亜塩素酸ナトリウム(有効塩素濃度)では1.0g/L以上5.0g/L以下、水酸化ナトリウムでは1.0g/L以上4.0g/L以下が好ましい。オゾンでは10mg/L以上40mg/L以下が好ましく、より好ましくは20mg/L以上30mg/L以下である。無機物を分解する薬液を用いる場合、塩酸、硫酸、硝酸では1.0g/L以上10.0g/L以下、シュウ酸では1.0g/L以上2.0g/L以下、クエン酸では1g/L以上10g/L以下が好ましい。薬液濃度が上記範囲よりも低いと、濾過膜に付着した汚濁物質の分解に時間を要したり、洗浄水の必要量の増大に伴い洗浄水槽の容量も増大したりする。一方、薬液濃度が上記範囲よりも高いと、薬液の消費量が多くなるため、薬液に要するコストが増大する。
The concentrations of the chemicals in the
図示していないが、汚泥引抜ポンプ9、循環ポンプ32、膜濾過ポンプ15、第一洗浄水ポンプ22および第二洗浄水ポンプ27の全てのポンプと、循環切替弁11、空気抜切替弁33、第一切替弁12および第二切替弁13の全ての切替弁と、循環流量測定器31、膜濾過水流量測定器16、第一洗浄水流量測定器23および第二洗浄水流量測定器28の全ての流量測定器とは、制御器35に接続されており、制御器35は、全てのポンプと全ての切替弁とを制御する。
Although not shown, all of the pumps, the sludge extraction pump 9, the
この水処理システム100によって被処理水1の膜濾過処理を行う場合、第一切替弁12の第一洗浄水配管24の側を閉じ、第一切替弁12の循環切替弁11の側と膜濾過水槽18の側とを開き、第二切替弁13の第二洗浄水配管29の側を閉じ、第二切替弁13の循環切替弁11の側と膜濾過水槽18の側とを開き、循環切替弁11の洗浄水配管4の側と循環配管30の側と膜濾過水配管14の側とのすべてを開き、空気抜切替弁33の空気抜配管34の側を閉じ、空気抜切替弁33の第二集水口37の側と循環切替弁11の側とを開き、膜濾過ポンプ15を起動させることにより、被処理水1が濾過膜モジュール3の濾過膜によって濾過される。濾過膜モジュール3の濾過膜によって濾過された膜濾過水は、膜濾過水配管14を通って膜濾過水槽18に排出される。被処理水1の膜濾過処理を行っている間は、ブロワー6が常に稼働している。汚泥引抜ポンプ9は、被処理水槽2の中の汚泥濃度に応じて稼働され、被処理水槽2の内部の汚泥の引抜が行われる。濾過膜モジュール3の濾過膜において被処理水1の膜濾過処理を継続的に行うと、濾過膜モジュール3の濾過膜が汚濁物質によって目詰まりするため、濾過膜モジュール3の濾過膜の洗浄を行う必要がある。
When the
この水処理システム100の濾過膜洗浄装置は、濾過膜モジュール3の濾過膜の洗浄処理においてデッドエンド濾過洗浄とクロスフロー濾過洗浄との両方を行うことができる。濾過膜モジュール3の濾過膜の洗浄としてデッドエンド濾過洗浄が選択された場合は、まず、膜濾過ポンプ15を停止し、第一切替弁12の膜濾過水槽18の側を閉じ、第二切替弁13の膜濾過水槽18の側を閉じる。次に、第一切替弁12の第一洗浄水配管24の側を開き、第一切替弁12の循環切替弁11の側を開き、循環切替弁11の洗浄水配管4の側と循環配管30の側と膜濾過水配管14の側とのすべてを開き、空気抜切替弁33の空気抜配管34の側を閉じ、空気抜切替弁33の第二集水口37の側と循環切替弁11の側とを開き、第一洗浄水ポンプ22を起動させることにより、第一洗浄水槽20から第一洗浄水21が第一集水口36と第二集水口37との両方から濾過膜モジュール3の濾過膜に供給されてデッドエンド濾過洗浄が行われる。第一洗浄水21によるデッドエンド濾過洗浄が完了した後に、第一洗浄水ポンプ22を停止し、第一切替弁12の第一洗浄水配管24の側を閉じる。
The filtration membrane cleaning device of this
続けて第二洗浄水26によるデッドエンド濾過洗浄を行う場合は、第一切替弁12の膜濾過水槽18の側を開き、第二切替弁13の第二洗浄水配管29の側を開き、第二切替弁13の循環切替弁11の側を開き、循環切替弁11の洗浄水配管4の側と循環配管30の側と膜濾過水配管14の側とのすべてが開いた状態で、空気抜切替弁33の空気抜配管34の側が閉じられた状態で、空気抜切替弁33の第二集水口37の側と循環切替弁11の側とが開かれた状態で、第二洗浄水ポンプ27を起動させることにより、第二洗浄水槽25からの第二洗浄水26が第一集水口36と第二集水口37との両方から濾過膜モジュール3の濾過膜に供給されてデッドエンド濾過洗浄が行われる。第二洗浄水26による濾過膜の洗浄が完了した後に、第二洗浄水ポンプ27を停止し、第二切替弁13の第二洗浄水配管29の側を閉じる。
To perform dead-end filtration cleaning using the
デッドエンド濾過洗浄による濾過膜の洗浄が完了したら、第二切替弁13の膜濾過水槽18の側を開き、第二切替弁13の循環切替弁11の側が開いた状態で、第一切替弁12の循環切替弁11の側と膜濾過水槽18の側とが開いた状態で、循環切替弁11の洗浄水配管4の側と循環配管30の側と膜濾過水配管14の側とのすべてが開いた状態で、空気抜切替弁33の空気抜配管34の側が閉じられた状態で、空気抜切替弁33の第二集水口37の側と循環切替弁11の側とが開かれた状態で、膜濾過ポンプ15を起動させることにより、被処理水1の膜濾過処理が再開される。これにより、被処理水1の膜濾過処理を連続的かつ効率的に行うことができる。
When the cleaning of the filtration membrane by dead-end filtration cleaning is completed, the membrane filtration process of the treated
濾過膜モジュール3の濾過膜の洗浄としてクロスフロー濾過洗浄が選択された場合は、まず、膜濾過ポンプ15を停止し、第一切替弁12の膜濾過水槽18の側を閉じ、第二切替弁13の膜濾過水槽18の側を閉じ、循環切替弁11の循環配管30の側を閉じる。次に、第一切替弁12の第一洗浄水配管24の側を開き、循環切替弁11の洗浄水配管4の側と膜濾過水配管14の側とを開き、空気抜切替弁33の第二集水口37の側と循環切替弁11の側と空気抜配管34の側とのすべてを開き、第一洗浄水ポンプ22を起動させることにより、第一洗浄水21が第一集水口36から濾過膜モジュール3の濾過膜に供給される。第二集水口37から排出された第一洗浄水21は、循環流量測定器31と空気抜切替弁33とを通って、空気抜配管34から排出される。そして、循環流量測定器31によって測定される循環配管30を流れる洗浄水の流量があらかじめ定められた第一膜面透過流束を超えたときに、第一洗浄水ポンプ22を停止し、第一切替弁12の第一洗浄水配管24の側を閉じる。次に、循環切替弁11の膜濾過水配管14の側を閉じ、循環切替弁11の循環配管30の側を開き、空気抜切替弁33の空気抜配管34の側を閉じ、循環ポンプ32を起動させることにより、第二集水口37から取り出された第一洗浄水21が循環配管30および洗浄水配管4によって構成された循環流路を通して循環されて第一集水口36に供給され、クロスフロー濾過洗浄が行われる。濾過膜モジュール3の濾過膜の洗浄に使用されて第二集水口37から取り出された第一洗浄水21は、第一洗浄水槽20に戻されることなく、循環配管30および洗浄水配管4によって構成された循環流路を通して循環されて第一集水口36に供給されるので、汚濁物質が含まれた第一洗浄水21が第一洗浄水槽20に入ることが無い。そのため、濾過膜の洗浄の後に第一洗浄水槽20を洗浄する必要が無く、使用した分の第一洗浄水21を第一洗浄水槽20に補充するだけでよい。
When cross-flow filtration cleaning is selected as the cleaning of the filtration membrane of the
第一洗浄水21を用いたクロスフロー濾過洗浄によって、第一洗浄水21が濾過膜モジュール3の濾過膜から被処理水槽2へ透水するため、循環配管30および洗浄水配管4によって構成された循環流路を循環する第一洗浄水21の循環流量が低下し、循環流量測定器31の出力値が低下する。そのため、制御器35は、循環流量測定器31から取得した循環流量の値があらかじめ定められた循環流量閾値より少なくなったときに、循環ポンプ32を停止し、循環切替弁11の膜濾過水配管14の側を開き、循環切替弁11の循環配管30の側を閉じ、空気抜切替弁33の空気抜配管34の側を開き、第一切替弁12の第一洗浄水配管24の側を開き、第一洗浄水ポンプ22を起動させることにより、再び第一洗浄水21を第一洗浄水槽20から循環流路に供給する。そして、循環流量測定器31から取得した循環流量の値が循環流量閾値以上になったときに、第一洗浄水ポンプ22を停止し、第一切替弁12の第一洗浄水配管24の側を閉じ、循環切替弁11の膜濾過水配管14の側を閉じ、循環切替弁11の循環配管30の側を開き、空気抜切替弁33の空気抜配管34の側を閉じ、循環ポンプ32を再び起動させることにより、第一洗浄水21の第一洗浄水槽20から循環流路への供給を停止して、第一洗浄水21が循環流路を再び循環する。以上の処理により、クロスフロー濾過洗浄において循環流路を循環する洗浄水の流量を維持することができ、濾過膜から被処理水槽2への洗浄水の透水による洗浄効率の低下を防ぐことができる。
By cross-flow filtration cleaning using the
第一洗浄水21によるクロスフロー濾過洗浄の完了後に第二洗浄水26によるクロスフロー濾過洗浄を行う場合は、まず、循環ポンプ32を停止し、循環切替弁11の膜濾過水配管14の側を開き、循環切替弁11の循環配管30の側を閉じ、空気抜切替弁33の空気抜配管34の側を開く。次に、第一切替弁12の膜濾過水槽18の側を開き、第二切替弁13の第二洗浄水配管29の側を開き、循環切替弁11の洗浄水配管4の側が開いた状態で、空気抜切替弁33の第二集水口37の側と循環切替弁11の側とが開かれた状態で、第一切替弁12の第一洗浄水配管24の側が閉じられた状態で、第二切替弁13の循環切替弁11の側が開かれた状態で、第二切替弁13の膜濾過水槽18の側が閉じられた状態で、第二洗浄水ポンプ27を起動させることにより、第二洗浄水26が第一集水口36から濾過膜モジュール3の濾過膜に供給される。濾過膜モジュール3の濾過膜の洗浄に使用されて第二集水口37から取り出された第一洗浄水21が第二洗浄水槽25に戻されることが無いので、循環配管30および洗浄水配管4によって構成された循環流路に残留している第一洗浄水21が第二洗浄水槽25に混入することはない。そして、循環流量測定器31によって測定される循環配管30を流れる洗浄水の流量があらかじめ定められた第二膜面透過流束を超えたときに、第二洗浄水ポンプ27を停止し、第二切替弁13の第二洗浄水配管29の側を閉じる。これにより、循環流路および濾過膜モジュール3に残留した第一洗浄水21が排除されて、循環流路および濾過膜モジュール3は第二洗浄水26によって満たされた状態になり、第一洗浄水21と第二洗浄水26とが混ざった洗浄水によって濾過膜が洗浄されることが無い。例えば、第一洗浄水21がアルカリ性であり、第二洗浄水26が酸性であった場合であっても、2つの洗浄水が混合して反応し、第二洗浄水26による洗浄において洗浄水の濃度が低下することが無い。次に、循環切替弁11の膜濾過水配管14の側を閉じ、循環切替弁11の循環配管30の側を開き、空気抜切替弁33の空気抜配管34の側を閉じ、循環ポンプ32を起動させることにより、第二集水口37から取り出された第二洗浄水26が循環配管30および洗浄水配管4によって構成された循環流路を通して循環されて第一集水口36に供給され、クロスフロー濾過洗浄が行われる。濾過膜モジュール3の濾過膜の洗浄に使用されて第二集水口37から取り出された第二洗浄水26は、第二洗浄水槽25に戻されることなく、循環配管30および洗浄水配管4によって構成された循環流路を通して循環されて第一集水口36に供給されるので、汚濁物質が含まれた第二洗浄水26が第二洗浄水槽25に入ることが無い。そのため、濾過膜の洗浄の後に第二洗浄水槽25を洗浄する必要が無く、使用した分の第二洗浄水26を第二洗浄水槽25に補充するだけでよい。
When performing cross-flow filtration cleaning with the
第二洗浄水26を用いたクロスフロー濾過洗浄によって、第二洗浄水26が濾過膜モジュール3の濾過膜から被処理水槽2へ透水するため、循環配管30および洗浄水配管4によって構成された循環流路を循環する第二洗浄水26の循環流量が低下し、循環流量測定器31の出力値が低下する。そのため、制御器35は、循環流量測定器31から取得した循環流量の値があらかじめ定められた循環流量閾値より少なくなったときに、循環ポンプ32を停止し、循環切替弁11の膜濾過水配管14の側を開き、循環切替弁11の循環配管30の側を閉じ、空気抜切替弁33の空気抜配管34の側を開き、第二切替弁13の第二洗浄水配管29の側を開き、第二洗浄水ポンプ27を起動させることにより、再び第二洗浄水26を第二洗浄水槽25から循環流路に供給する。そして、循環流量測定器31から取得した循環流量の値が循環流量閾値以上になったときに、第二洗浄水ポンプ27を停止し、第二切替弁13の第二洗浄水配管29の側を閉じ、循環切替弁11の膜濾過水配管14の側を閉じ、循環切替弁11の循環配管30の側を開き、空気抜切替弁33の空気抜配管34の側を閉じ、循環ポンプ32を再び起動させることにより、第二洗浄水26の第二洗浄水槽25から循環流路への供給を停止して、第二洗浄水26が循環流路を再び循環する。以上の処理により、クロスフロー濾過洗浄において循環流路を循環する洗浄水の流量を維持することができ、濾過膜から被処理水槽2への洗浄水の透水による洗浄効率の低下を防ぐことができる。
By cross-flow filtration cleaning using the
クロスフロー濾過洗浄による濾過膜の洗浄が完了したら、循環ポンプ32を停止し、循環切替弁11の膜濾過水配管14の側を開き、第二切替弁13の膜濾過水槽18の側を開き、第二切替弁13の循環切替弁11の側が開いた状態で、第一切替弁12の循環切替弁11の側と膜濾過水槽18の側とが開いた状態で、循環切替弁11の洗浄水配管4の側と循環配管30の側と膜濾過水配管14の側とのすべてが開いた状態で、空気抜切替弁33の空気抜配管34の側が閉じられた状態で、空気抜切替弁33の第二集水口37の側と循環切替弁11の側とが開かれた状態で、膜濾過ポンプ15を起動させることにより、被処理水1の膜濾過処理が再開される。これにより、被処理水1の膜濾過処理を連続的かつ効率的に行うことができる。
When the cleaning of the filtration membrane by cross-flow filtration cleaning is completed, the
上記の説明では、第一洗浄水21によるデッドエンド濾過洗浄の完了後に第二洗浄水26によるデッドエンド濾過洗浄を行う、あるいは、第一洗浄水21によるクロスフロー濾過洗浄の完了後に第二洗浄水26によるクロスフロー濾過洗浄を行う例を説明したが、制御器35は、第一洗浄水21を洗浄水としたデッドエンド濾過洗浄、第一洗浄水21を洗浄水としたクロスフロー濾過洗浄、第二洗浄水26を洗浄水としたデッドエンド濾過洗浄および第二洗浄水26を洗浄水としたクロスフロー濾過洗浄から選択されたいずれかの洗浄を行うように全てのポンプと全ての切替弁とを制御するものであり、洗浄の処理の順序はどのようなものでもよい。さらに、実施の形態1による濾過膜洗浄装置を備える水処理システム100では、2種類の洗浄水を用いた例を示したが、3種類以上の洗浄水を用いて同様の方法によって濾過膜を洗浄してもよく、第一洗浄水21のみを用いて濾過膜の洗浄を行ってもよい。
In the above description, an example was described in which dead-end filtration cleaning with the
薬液を含有する洗浄水を用いた濾過膜の洗浄時間は、特に限定されず、濾過膜に付着した汚濁物質の量あるいは濾過膜の集水方式などに応じて適宜設定すればよい。一般的には、次亜塩素酸ナトリウムを用いる場合は90分以下、オゾン水を用いる場合は60分以下、シュウ酸あるいはクエン酸を用いる場合は5分から7分が好ましい。洗浄時間は短い方が好ましく、洗浄時間が長くなると、被処理水の膜濾過処理を中断する時間も長くなるため、膜濾過水量が低下する。 The cleaning time for the filtration membrane using cleaning water containing a chemical solution is not particularly limited, and may be set appropriately depending on the amount of contaminants attached to the filtration membrane or the water collection method of the filtration membrane. In general, 90 minutes or less is preferred when using sodium hypochlorite, 60 minutes or less when using ozone water, and 5 to 7 minutes is preferred when using oxalic acid or citric acid. A shorter cleaning time is preferred, and if the cleaning time is longer, the amount of membrane filtered water will decrease because the time for which the membrane filtration process of the treated water is interrupted will also be longer.
濾過膜モジュール3の濾過膜の洗浄をデッドエンド濾過洗浄によって行う場合は、薬液を含有する洗浄水の膜面透過流束(膜面積当たりの供給水量)は、特に限定されない。一般的には、洗浄水を濾過膜の末端まで充填することができる流束を確保できればよい。具体的には、次亜塩素酸ナトリウムを用いる場合は、6LMH(L/m2/h)以下、オゾン水を用いる場合は30LMH(L/m2/h)以下が好ましい。膜面透過流束が高すぎると、洗浄水の必要量の増大に伴い薬液に要するコストが増大したり、洗浄水槽の容量が増大したり、濾過膜が破断したりする。膜面透過流束が低すぎると、洗浄水が濾過膜の中心まで充填されず、濾過膜に付着した汚濁物質を分解できなくなったり、オゾン水を用いる場合は搬送中に濃度が低下したりする。
When the cleaning of the filtration membrane of the
また、濾過膜モジュール3の濾過膜の洗浄をクロスフロー濾過洗浄によって行う場合は、薬液を含有する洗浄水の循環流量は特に限定されず、洗浄水の膜面透過流束と同じでも良い。循環ポンプ32の制御方法は、循環配管30および洗浄水配管4によって構成された循環流路を循環する洗浄水の循環流量が膜面透過流束による流量と同一になるように、循環流量が膜面透過流束による流量よりも少ない場合に循環ポンプの出力を上げてもよく、循環流量が膜面透過流束による流量よりも多い場合に循環ポンプの出力を下げてもよい。
In addition, when the cleaning of the filtration membrane of the
実施の形態1による濾過膜洗浄装置を備える水処理システム100では、洗浄水を濾過膜内に通水した後、洗浄水をそのまま膜内で保持する洗浄方式、あるいは、濾過膜を洗浄液に浸漬して保持する洗浄方式などを用いてもよい。
In the
図1には示していないが、洗浄水配管4、第一洗浄水配管24、第二洗浄水配管29あるいは循環配管30には、第一洗浄水21あるいは第二洗浄水26を均一に混合する手段(例えば、スタティックミキサー)が備えられていてもよい。また、膜濾過処理の終了後であって濾過膜の洗浄処理を行う前において、濾過膜の予備処理を行ってもよい。例えば、膜濾過処理の終了後であって濾過膜の洗浄処理を行う前において、濾過膜をあらかじめ定められた時間にわたって空気に曝すことにより、被処理水1と接する濾過膜の表面に付着した汚濁物質を除去しやすくすることができる。
Although not shown in FIG. 1, the cleaning water pipe 4, the first
以上のように、実施の形態1による濾過膜洗浄装置は、濾過膜を透過した膜濾過水19を取り出す2つの集水口である第一集水口36および第二集水口37を備えた濾過膜モジュール3の濾過膜を洗浄する濾過膜洗浄装置であって、第一洗浄水槽20からの第一洗浄水21を供給する第一洗浄水ポンプ22を備えた第一洗浄水配管24と、第一切替弁12によって第一洗浄水配管24に接続された膜濾過水配管14と、一端が循環切替弁11によって膜濾過水配管14に接続され、他端が第一集水口36に接続された洗浄水配管4と、一端が循環切替弁11によって膜濾過水配管14および洗浄水配管4に接続され、他端が第二集水口37に接続され、洗浄水を循環させる循環ポンプ32を備えた循環配管30と、第一洗浄水ポンプ22、第一切替弁12、循環切替弁11および循環ポンプ32を制御する制御器35とを備え、制御器35は、第一洗浄水21を洗浄水として、第一洗浄水槽20を洗浄水槽として、洗浄水槽からの洗浄水を第一集水口36および第二集水口37の両方に供給するデッドエンド濾過洗浄と第二集水口37から取り出した洗浄水を循環配管30および洗浄水配管4によって構成された循環流路を通して循環させて第一集水口36に供給するクロスフロー濾過洗浄とから選択されたいずれかの洗浄を行うように、第一洗浄水ポンプ22、第一切替弁12、循環切替弁11および循環ポンプ32を制御するので、濾過膜の透過液流路側の表面に付着した汚濁物質と濾過膜の孔中に付着した汚濁物質との両方を効率よく除去することができる。また、濾過膜の洗浄方法をデッドエンド濾過洗浄とクロスフロー濾過洗浄とから選択できるので、濾過膜の状態に応じた適切な洗浄方法による洗浄ができ、高い洗浄効率を得ることができる。さらに、クロスフロー濾過洗浄において、濾過膜モジュール3の濾過膜の洗浄に使用されて第二集水口37から取り出された第一洗浄水21は、第一洗浄水槽20に戻されることなく、循環配管30および洗浄水配管4によって構成された循環流路を通して循環されて第一集水口36に供給されるので、汚濁物質が含まれた第一洗浄水21が第一洗浄水槽20に入ることが無い。そのため、濾過膜の洗浄の後に第一洗浄水槽20を洗浄する必要が無く、使用した分の第一洗浄水21を第一洗浄水槽20に補充するだけでよい。
As described above, the filtration membrane cleaning device according to
さらに、実施の形態1による濾過膜洗浄装置は、第二洗浄水槽25からの第二洗浄水26を供給する第二洗浄水ポンプ27を備えた第二洗浄水配管29を備え、膜濾過水配管14は、第二切替弁13によって第二洗浄水配管29に接続され、制御器35は、第一洗浄水21を洗浄水として、第一洗浄水槽20を洗浄水槽として、デッドエンド濾過洗浄およびクロスフロー濾過洗浄から選択されたいずれかの洗浄を行った後に、第二洗浄水26を洗浄水として、第二洗浄水槽25を洗浄水槽として、デッドエンド濾過洗浄およびクロスフロー濾過洗浄から選択されたいずれかの洗浄を行うように、第一洗浄水ポンプ22、第一切替弁12、第二洗浄水ポンプ27、第二切替弁13、循環切替弁11および循環ポンプ32を制御するので、濾過膜モジュール3の濾過膜の洗浄に使用されて第二集水口37から取り出された第一洗浄水21が第二洗浄水槽25に戻されることが無く、循環配管30および洗浄水配管4によって構成された循環流路に残留している第一洗浄水21が第二洗浄水槽25に混入することが無く、第二洗浄水26の濃度が低下して洗浄効果が低下するということが無い。
Furthermore, the filtration membrane cleaning device according to
さらに、実施の形態1による濾過膜洗浄装置は、循環配管30は、循環配管30を流れる洗浄水の流量である循環流量を測定する循環流量測定器31を備え、制御器35は、クロスフロー濾過洗浄において、循環流量があらかじめ定められた循環流量閾値よりも少ないときに洗浄水を洗浄水槽から循環流路に供給するように制御し、循環流量が循環流量閾値以上であったときに洗浄水の洗浄水槽から循環流路への供給を停止するように制御するので、クロスフロー濾過洗浄において循環流路を循環する洗浄水の流量を維持することができ、濾過膜から被処理水槽2への洗浄水の透水による洗浄効率の低下を防ぐことができる。
Furthermore, in the filtration membrane cleaning device according to
本願は、例示的な実施の形態が記載されているが、実施の形態に記載された様々な特徴、態様、および機能は特定の実施の形態の適用に限られるのではなく、単独で、または様々な組み合わせで実施の形態に適用可能である。
したがって、例示されていない無数の変形例が、本願に開示される技術の範囲内において想定される。例えば、少なくとも1つの構成要素を変形する場合、追加する場合または省略する場合が含まれるものとする。
Although the present application describes exemplary embodiments, the various features, aspects, and functions described in the embodiments are not limited to application to a particular embodiment, but may be applied to the embodiments alone or in various combinations.
Therefore, countless modifications not illustrated are expected within the scope of the technology disclosed in this application, including, for example, modifying, adding, or omitting at least one component.
1 被処理水、2 被処理水槽、3 濾過膜モジュール、4 洗浄水配管、5 被処理水配管、6 ブロワー、7 空気配管、8 散気装置、9 汚泥引抜ポンプ、10 汚泥引抜配管、11 循環切替弁、12 第一切替弁、13 第二切替弁、14 膜濾過水配管、15 膜濾過ポンプ、16 膜濾過水流量測定器、17 膜濾過水圧力計、18 膜濾過水槽、19 膜濾過水、20 第一洗浄水槽、21 第一洗浄水、22 第一洗浄水ポンプ、23 第一洗浄水流量測定器、24 第一洗浄水配管、25 第二洗浄水槽、26 第二洗浄水、27 第二洗浄水ポンプ、28 第二洗浄水流量測定器、29 第二洗浄水配管、30 循環配管、31 循環流量測定器、32 循環ポンプ、33 空気抜切替弁、34 空気抜配管、35 制御器、36 第一集水口、37 第二集水口、100 水処理システム。 1. Water to be treated, 2. Water tank to be treated, 3. Filtration membrane module, 4. Cleaning water piping, 5. Water to be treated piping, 6. Blower, 7. Air piping, 8. Aeration device, 9. Sludge extraction pump, 10. Sludge extraction piping, 11. Circulation switching valve, 12. First switching valve, 13. Second switching valve, 14. Membrane filtrate water piping, 15. Membrane filtration pump, 16. Membrane filtrate water flow rate meter, 17. Membrane filtrate water pressure gauge, 18. Membrane filtration water tank, 19. Membrane filtrate, 20. First cleaning water tank, 2 1. First cleaning water, 22. First cleaning water pump, 23. First cleaning water flow rate meter, 24. First cleaning water piping, 25. Second cleaning water tank, 26. Second cleaning water, 27. Second cleaning water pump, 28. Second cleaning water flow rate meter, 29. Second cleaning water piping, 30. Circulation piping, 31. Circulation flow rate meter, 32. Circulation pump, 33. Air vent switching valve, 34. Air vent piping, 35. Controller, 36. First water collection port, 37. Second water collection port, 100. Water treatment system.
Claims (3)
第一洗浄水槽からの第一洗浄水を供給する第一洗浄水ポンプを備えた第一洗浄水配管と、
第一切替弁によって前記第一洗浄水配管に接続された膜濾過水配管と、
一端が循環切替弁によって前記膜濾過水配管に接続され、他端が前記第一集水口に接続された洗浄水配管と、
一端が前記循環切替弁によって前記膜濾過水配管および前記洗浄水配管に接続され、他端が前記第二集水口に接続され、洗浄水を循環させる循環ポンプを備えた循環配管と、
前記第一洗浄水ポンプ、前記第一切替弁、前記循環切替弁および前記循環ポンプを制御する制御器とを備え、
前記制御器は、
前記第一洗浄水を前記洗浄水として、前記第一洗浄水槽を洗浄水槽として、
前記洗浄水槽からの前記洗浄水を前記第一集水口および前記第二集水口の両方に供給するデッドエンド濾過洗浄と前記第二集水口から取り出した前記洗浄水を前記循環配管および前記洗浄水配管によって構成された循環流路を通して循環させて前記第一集水口に供給するクロスフロー濾過洗浄とから選択されたいずれかの洗浄を行うように、前記第一洗浄水ポンプ、前記第一切替弁、前記循環切替弁および前記循環ポンプを制御することを特徴とする濾過膜洗浄装置。 A filtration membrane cleaning device for cleaning a filtration membrane of a filtration membrane module having two water collection ports, a first water collection port and a second water collection port, for extracting membrane filtrate that has permeated a filtration membrane, comprising:
a first cleaning water pipe including a first cleaning water pump for supplying the first cleaning water from the first cleaning water tank;
A membrane filtrate water pipe connected to the first cleaning water pipe by a first switching valve;
A cleaning water pipe having one end connected to the membrane filtrate water pipe by a circulation switching valve and the other end connected to the first water collection port;
A circulation pipe having one end connected to the membrane filtered water pipe and the cleaning water pipe by the circulation switching valve and the other end connected to the second water collection port, the circulation pipe including a circulation pump for circulating the cleaning water;
a controller for controlling the first wash water pump, the first switching valve, the circulation switching valve, and the circulation pump,
The controller includes:
The first cleaning water is the cleaning water, and the first cleaning water tank is the cleaning water tank.
a filtration membrane cleaning device, characterized in that the first cleaning water pump, the first switching valve, the circulation switching valve and the circulation pump are controlled to perform one of cleaning methods selected from dead-end filtration cleaning, in which the cleaning water from the cleaning water tank is supplied to both the first water collection inlet and the second water collection inlet, and cross-flow filtration cleaning, in which the cleaning water taken out from the second water collection inlet is circulated through a circulation flow path formed by the circulation piping and the cleaning water piping, and supplied to the first water collection inlet.
前記膜濾過水配管は、第二切替弁によって前記第二洗浄水配管に接続され、
前記制御器は、前記第一洗浄水を前記洗浄水として、前記第一洗浄水槽を前記洗浄水槽として、前記デッドエンド濾過洗浄および前記クロスフロー濾過洗浄から選択されたいずれかの洗浄を行った後に、前記第二洗浄水を前記洗浄水として、前記第二洗浄水槽を前記洗浄水槽として、前記デッドエンド濾過洗浄および前記クロスフロー濾過洗浄から選択されたいずれかの洗浄を行うように、前記第一洗浄水ポンプ、前記第一切替弁、前記第二洗浄水ポンプ、前記第二切替弁、前記循環切替弁および前記循環ポンプを制御することを特徴とする請求項1に記載の濾過膜洗浄装置。 a second cleaning water pipe having a second cleaning water pump for supplying second cleaning water from the second cleaning water tank;
The membrane filtrate water pipe is connected to the second cleaning water pipe by a second switching valve,
The filtration membrane cleaning device of claim 1, characterized in that the controller controls the first cleaning water pump, the first switching valve, the second cleaning water pump, the second switching valve, the circulation switching valve and the circulation pump so as to perform one of the cleanings selected from the dead-end filtration cleaning and the cross-flow filtration cleaning, using the first cleaning water as the cleaning water and the first cleaning water tank as the cleaning water tank, and then perform one of the cleanings selected from the dead-end filtration cleaning and the cross-flow filtration cleaning, using the second cleaning water as the cleaning water and the second cleaning water tank as the cleaning water tank.
前記制御器は、前記クロスフロー濾過洗浄において、前記循環流量があらかじめ定められた循環流量閾値よりも少ないときに前記洗浄水を前記洗浄水槽から前記循環流路に供給するように制御し、前記循環流量が前記循環流量閾値以上であったときに前記洗浄水の前記洗浄水槽から前記循環流路への供給を停止するように制御することを特徴とする請求項1または2に記載の濾過膜洗浄装置。 The circulation pipe is provided with a circulation flow rate measuring device that measures a circulation flow rate, which is a flow rate of the cleaning water flowing through the circulation pipe,
The filtration membrane cleaning device according to claim 1 or 2, characterized in that, in the cross-flow filtration cleaning, the controller controls the cleaning water to be supplied from the cleaning water tank to the circulation flow path when the circulation flow rate is less than a predetermined circulation flow rate threshold, and controls the supply of the cleaning water from the cleaning water tank to the circulation flow path to be stopped when the circulation flow rate is equal to or greater than the circulation flow rate threshold.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2023528246A JP7325694B1 (en) | 2023-01-20 | 2023-01-20 | Filtration membrane cleaning device |
| PCT/JP2023/001630 WO2024154319A1 (en) | 2023-01-20 | 2023-01-20 | Filtration membrane cleaning device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/JP2023/001630 WO2024154319A1 (en) | 2023-01-20 | 2023-01-20 | Filtration membrane cleaning device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2024154319A1 true WO2024154319A1 (en) | 2024-07-25 |
Family
ID=87563140
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/JP2023/001630 Ceased WO2024154319A1 (en) | 2023-01-20 | 2023-01-20 | Filtration membrane cleaning device |
Country Status (2)
| Country | Link |
|---|---|
| JP (1) | JP7325694B1 (en) |
| WO (1) | WO2024154319A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118458996A (en) * | 2024-05-15 | 2024-08-09 | 浙江永电环境科技有限公司 | Reverse osmosis treatment process for stainless steel pickling advection pool wastewater |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06277664A (en) * | 1993-01-29 | 1994-10-04 | Daicel Chem Ind Ltd | Method and apparatus for clarifying surface flowing water with membrane |
| JPH1043553A (en) * | 1996-08-02 | 1998-02-17 | Nok Corp | Filter and filtration method |
| JP2000210540A (en) * | 1999-01-25 | 2000-08-02 | Japan Organo Co Ltd | Membrane filter apparatus |
| JP2015192937A (en) * | 2014-03-31 | 2015-11-05 | 三機工業株式会社 | Immersion type membrane separation unit and operational method thereof |
| WO2018015223A1 (en) * | 2016-07-21 | 2018-01-25 | Bp Exploration Operating Company Limited | Method of filtration and backwashing using hollow fibre membrane elements |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4454922B2 (en) * | 2002-10-10 | 2010-04-21 | 株式会社キッツ | Control method of filtration apparatus using hollow fiber type separation membrane |
-
2023
- 2023-01-20 WO PCT/JP2023/001630 patent/WO2024154319A1/en not_active Ceased
- 2023-01-20 JP JP2023528246A patent/JP7325694B1/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06277664A (en) * | 1993-01-29 | 1994-10-04 | Daicel Chem Ind Ltd | Method and apparatus for clarifying surface flowing water with membrane |
| JPH1043553A (en) * | 1996-08-02 | 1998-02-17 | Nok Corp | Filter and filtration method |
| JP2000210540A (en) * | 1999-01-25 | 2000-08-02 | Japan Organo Co Ltd | Membrane filter apparatus |
| JP2015192937A (en) * | 2014-03-31 | 2015-11-05 | 三機工業株式会社 | Immersion type membrane separation unit and operational method thereof |
| WO2018015223A1 (en) * | 2016-07-21 | 2018-01-25 | Bp Exploration Operating Company Limited | Method of filtration and backwashing using hollow fibre membrane elements |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118458996A (en) * | 2024-05-15 | 2024-08-09 | 浙江永电环境科技有限公司 | Reverse osmosis treatment process for stainless steel pickling advection pool wastewater |
Also Published As
| Publication number | Publication date |
|---|---|
| JPWO2024154319A1 (en) | 2024-07-25 |
| JP7325694B1 (en) | 2023-08-14 |
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