JPWO2011040603A1 - Ballast water treatment method using membrane cartridge for ballast water treatment - Google Patents

Abstract

A ballast water treatment method using a ballast water treatment membrane cartridge capable of supplying a large amount of ballast water to a ballast tank in a short time. Ballast water treatment using a membrane cartridge for ballast water treatment in which raw ballast water 10 is supplied to a membrane cartridge 1 having a spiral membrane module to obtain treated water and membrane cleaning is performed alternately. In the membrane treatment, the membrane treatment water is obtained by filtering the whole amount in a dead-end manner, and then the membrane surface is washed with a parallel flow of the ballast raw water during the membrane washing. Features. [Selection] Figure 1

Description

  The present invention relates to a ballast water treatment method using a membrane cartridge for ballast water treatment in which raw water for ballast is supplied to a membrane cartridge having a spiral membrane module to obtain treated water and membrane washing is performed alternately. Specifically, the present invention relates to a ballast water treatment method using a ballast water treatment membrane cartridge capable of supplying a large amount of ballast water to a ballast tank in a short time.

  A cargo ship that transports crude oil or the like is provided with a ballast tank in order to maintain the stability of the hull during navigation. Usually, when crude oil or the like is not loaded, the inside of the ballast tank is filled with ballast water, and when the crude oil or the like is loaded, the ballast water is discharged to adjust the buoyancy of the hull and stabilize the hull.

  As described above, the ballast water is water necessary for the safe navigation of the ship, and normally, the ballast raw water of the port that performs cargo handling is used. The amount is said to exceed 10 billion tons per year worldwide.

  By the way, the ballast water is mixed with microorganisms that inhabit the port from which it was taken, and eggs of small and large organisms. Will be carried.

  Therefore, the destruction of ecosystems, such as the replacement of existing species with species that did not originally live in the sea, has become serious.

  Against this background, the duty to receive periodic inspections related to ballast water treatment equipment, etc. was adopted at a diplomatic meeting of the International Maritime Organization (IMO), which has been applied since 2009.

  In addition, according to the Convention for Regulation and Management of Ship Ballast Water and Sediment (hereinafter referred to as the Convention), the discharge standard of ballast water is up to about 1 / 100th of the number of microorganisms present in the open ocean when ballast water is discharged It is required to be sterilized or sterilized.

  As a technique for sterilizing microorganisms in ballast water, an ozone sterilization technique (Patent Document 1) is known. Further, from the viewpoint of reducing the amount of ozone used, the present applicant has also proposed a membrane processing technique (Patent Document 2). A membrane used for membrane treatment is generally a microfiltration membrane or an ultrafiltration membrane in consideration of the size of microorganisms to be separated. As membrane types, flat membranes (Patent Literature 3) and spiral membranes (Patent Literature 4) are known, but in any type of membrane treatment, clogging of the membrane occurs. However, there is a problem that the processing amount (flux) per membrane area is reduced.

US2003 / 0015481 JP 2007-268379 A Japanese Patent No. 3160609 JP 2000-271454 A

Capacity of ballast tanks, although it depends on the scale of a ship, in the case of a large ship, is enormous, for example 10,000~50,000m ^3. Nevertheless, there is a problem peculiar to ballast that a large amount of ballast water must be filled in the tank in about one day. This is because the time until the ship unloads and re-departs is limited.

  However, the conventional membrane treatment method usually employs a pressure circulation system. In this pressurized circulation system, raw water is pressurized and supplied between the membranes, and when passing between the membranes, it is separated into filtered water and concentrated water, and the concentrated liquid is returned to the raw water side again and circulated with the raw water. It is a method. In this method, it is inevitable that the amount of filtered water separated from the raw water is reduced by the amount of the concentrated liquid separated from the raw water. For this reason, a problem remains when trying to obtain a large amount of filtered water in a short time.

  Then, this inventor examined the dead end system which filters whole quantity of raw | natural water. The dead end method has an advantage that the ballast water treatment is performed at a high speed, but on the other hand, the dead end method is likely to be clogged by the adhered substance on the film surface, and the flux is rapidly reduced. When continuous operation for a long period of several weeks is performed, the liquid stays due to clogging, the load on the membrane increases, and the membrane may be damaged.

  Conventionally, because of such a problem, a dead end method for performing filtration of the entire amount has not been adopted in membrane treatment using a spiral membrane cartridge.

  However, in the ballast water treatment, the present inventor does not require long-term continuous operation because the flooding is normally completed in about one day. Further, in the case of a spiral membrane cartridge, the membrane surface is washed by parallel flow. Focusing on the point that can be applied, the inventors have found that a large amount of filtered water can be obtained in a short time by alternately performing a dead-end system and washing with a parallel flow on the membrane surface, and have reached the present invention.

  Therefore, an object of the present invention is to provide a ballast water treatment method using a ballast water treatment membrane cartridge capable of supplying a large amount of ballast treatment water to a ballast tank in a short time.

  Other problems of the present invention will become apparent from the following description.

  The above problems are solved by the following inventions.

  According to the first aspect of the present invention, ballast water using a membrane cartridge for ballast water treatment in which raw ballast water is supplied to a membrane cartridge including a spiral membrane module to obtain treated water and membrane cleaning is performed alternately. In the membrane treatment, all the membranes are filtered by a dead-end method to obtain membrane treated water, and then the membrane surface is washed with a parallel flow of the ballast raw water during the membrane washing. This is a ballast water treatment method using a ballast water treatment membrane cartridge.

  According to a second aspect of the present invention, in the membrane cleaning, the membrane surface is cleaned by parallel flow of the membrane surface of the ballast raw water and membrane treated water is not obtained. This is a method for treating ballast water using a cartridge.

  According to a third aspect of the invention, in the membrane cleaning, the membrane surface is cleaned by parallel flow of the membrane surface of the ballast raw water and membrane treated water is obtained. The membrane cartridge for ballast water treatment according to claim 1 It is the processing method of the ballast water using this.

  According to a fourth aspect of the present invention, the membrane cartridge for ballast water treatment according to any one of the first to third aspects is characterized in that the switching between the membrane treatment by total filtration and the membrane cleaning by membrane surface parallel flow is performed by a timer. It is the processing method of the ballast water using this.

  The invention according to claim 5 is the ballast water treatment according to any one of claims 1 to 4, wherein the membrane cartridge is provided with the number necessary for filling the ballast tank with the treated water in one day. This is a method for treating ballast water using a membrane cartridge for use.

  According to the present invention, it is possible to provide a ballast water treatment method using a ballast water treatment membrane cartridge capable of supplying a large amount of ballast water to a ballast tank in a short time.

The figure which shows an example of the treatment equipment of the ballast water using the membrane cartridge for ballast water treatment concerning the present invention Cross section of the main part of the membrane cartridge The figure which shows the other example of the processing facility of the ballast water using the membrane cartridge for ballast water processing concerning the present invention. Manifold structure perspective view Sectional drawing which shows the 1st aspect of a manifold structure Comparison diagram of the present invention and the conventional example in parallel arrangement of membrane cartridges Sectional drawing which shows the 2nd aspect of a manifold structure Sectional drawing which shows the 3rd aspect of a manifold structure The figure which shows an example of the processing equipment of the ballast water provided with the membrane unit aggregate

1: Membrane cartridge 100: Ballast-treated water collecting pipe 101: Envelope-like membrane (spiral membrane)
DESCRIPTION OF SYMBOLS 102: Support body 103: Ballast raw water flow path 203: Ballast raw water inlet 303: Washing drain outlet 305: Treated water outlet 2: First manifold 201: Ballast raw water chamber 202: Ballast raw water inlet 204: Treated water chamber 205: Treatment Water inlet 206: treated water outlet 207: inlet 208: ballast raw water inlet pipe 3: second manifold 301: cleaning drain chamber 302: treated water chamber 304: cleaning drain outlet 306: treated water outlet 307: Discharge port 4: Membrane unit 5: Membrane unit aggregate 10: Ballast raw water 11: Ballast pump 12: Ballast raw water suction pipe 13: Open / close valve 14: Discharge pipe 15: Open / close valve 16: Ballast tank 17: Treated water pipe 18: Open / close valve 19: Control device

  Hereinafter, modes for carrying out the present invention will be described.

  FIG. 1 is a diagram showing an example of ballast water treatment equipment using a membrane cartridge for ballast water treatment according to the present invention.

  The raw ballast water 10 is pumped up by the ballast pump 11 and supplied to the membrane cartridge 1. 12 is a ballast raw water suction pipe, and 13 is an on-off valve provided in the ballast raw water suction pipe 12.

  The membrane cartridge 1 is connected to the ballast raw water suction pipe 12, the treated water pipe 17, and the discharge pipe 14 through a ballast raw water inlet 203, a treated water outlet 305, and a cleaning drain outlet 303 provided in the membrane cartridge 1. 18 is an open / close valve provided in the treated water pipe 17, and 15 is an open / close valve provided in the discharge pipe 14. The ballast pump 11 and the open / close valves 13, 15, 18 are connected to the control device 19, and the control device 19 can control the pump flow rate adjustment of the ballast pump 11 and the opening / closing of the open / close valve 13.

  In the present invention, the raw ballast water may be water that has been conventionally used as ship ballast water, and seawater is mainly used.

  Further, in this aspect, one membrane cartridge is used. However, it is preferable that the membrane cartridge is provided in parallel with the number necessary for filling the ballast tank with the treatment water in one day. Will be described later.

  The raw ballast water supplied to the membrane cartridge 1 is subjected to membrane treatment, and the generated treated water is supplied to the ballast tank 16 via the treated water pipe 17.

  Further, the membrane cartridge 1 discharges the washing waste liquid to, for example, the sea through the discharge pipe 14.

  An example of the membrane cartridge will be described with reference to FIG.

  FIG. 2 is a cross-sectional view of the main part of the membrane cartridge.

  The membrane cartridge 1 is loaded with a spiral membrane module comprising a ballast-treated water collecting pipe 100 and one or more envelope-like films (spiral membranes) 101 wound around the outer circumference of the collecting pipe 100. The inside of the water collecting pipe 100 communicates with the inside of the envelope body of each envelope film 101.

  Further, inside each envelope body of the plurality of envelope films 101 wound around the outer periphery of the water collection pipe 100, a film is stretched in an envelope shape, and treated water (permeated water) is supplied to the water collection pipe 100. A support 102 for transfer can be provided.

  The raw water channel 103 is formed on the inner surface of the water collecting pipe 100 and the membrane cartridge 1 outside the spiral membrane.

  Further, the water collecting pipe 100 is connected to the treated water pipe 17 via the treated water outlet 305, and the raw water flow path 103 is connected to the ballast raw water suction pipe 12 via the ballast raw water inlet 203 and the washing drainage outlet 303. It is connected to the discharge pipe 14 via.

  In the equipment having the above configuration, the ballast pump 11 is operated to pump up the raw ballast water and supply it to the membrane cartridge 1.

  In the present invention, in the membrane treatment using the membrane cartridge, the entire amount is filtered by the dead end method.

  In this method, the on-off valve 15 provided in the discharge pipe 14 is closed, the on-off valve 18 of the treated water pipe 17 is opened, the ballast pump 11 is started, and the raw ballast water is supplied to the raw ballast water inlet 203 of the membrane cartridge 1. Then, the entire amount is subjected to film treatment. The treated water generated by the membrane treatment is sent from the treated water outlet 305 to the treated water pipe 17 and supplied to the ballast tank 16.

  When the total amount is filtered by the dead end system, it is desirable that the pressure loss due to membrane filtration is 100 to 200 kPa. When the raw ballast water pressure is lower than this value, a sufficient flux cannot be obtained. When the ballast raw water pressure is higher than this value, the pressure load applied to the spiral membrane is large and the membrane may be damaged.

  In the conventional pressurized circulation type membrane treatment, the raw ballast water is separated into treated water and concentrated water, and the ratio of the treated water is 10: concentrated water 90, and a low load operation is performed. On the other hand, when the total amount is filtered by the dead end method, the ratio of the treated water and the concentrated water is 100: 0, and the treatment speed is improved to about 10 times that during normal operation.

  Therefore, in this method, the ballast raw water is treated at high speed, and a large amount of ballast water can be filled in the ballast tank 16 in a short time.

  However, since the dead-end method is such that ballast water treatment is performed at a high speed, clogging due to adhered substances on the film surface is likely to occur, and the flux decreases quickly. When a continuous operation is performed for a long time, the liquid stays due to clogging, the load on the film increases, and the film may be damaged.

  Conventionally, because of such a problem, the total volume filtration as in the present invention has not been used in the membrane treatment by the spiral membrane cartridge.

  Nevertheless, in the present invention, the reason why the total amount filtration by the dead end method is preferably applied is that the present inventor is that in the ballast water treatment, the drowning is normally completed in about one day, so that the long-term continuous operation is performed. This is because, in the case of a spiral membrane cartridge, it has been found that cleaning by parallel flow on the membrane surface described below can be applied.

  In the present invention, when the ballast water is flooded, the membrane surface is washed by parallel flow on the membrane surface alternately with the above-described total filtration (this washing is referred to as membrane washing by the crossflow method in the present invention, and the method is simply designated). If this is the case, the cross flow method may be used).

  The membrane surface parallel flow is not a liquid flow that permeates the membrane, but flows in a direction along the surface of the envelope membrane 101 in the raw water flow path 103 in a state substantially parallel to the surface of the envelope membrane 101. It is a liquid flow.

  In this cross flow method, the on-off valve 15 provided in the discharge pipe 14 is opened, and the raw ballast water is supplied to the raw ballast water inlet 203 of the membrane cartridge 1 and is discharged from the cleaning drainage outlet 303. The ballast raw water supplied into the membrane cartridge 1 peels off adhering substances on the membrane surface by a flow parallel to the spiral membrane surface. The ballast raw water (cleaning wastewater) containing the discharged adhered substance may be discharged from the cleaning drainage outlet 303 to, for example, the sea through the discharge pipe 14, or the cleaning wastewater may be discharged to the ballast raw water side (ballast raw water). The cleaning waste liquid may be circulated as a concentrated liquid by returning to the inlet 203).

  Next, with reference to FIG. 3, another aspect of the membrane cleaning by the cross flow method will be described.

  FIG. 3 is a view showing another example of the ballast water treatment facility using the ballast water treatment membrane cartridge according to the present invention.

  In the ballast water treatment facility shown in the figure, reference numeral 12a denotes a cleaning ballast raw water suction pipe, which is connected to a cleaning drain outlet 303 provided in the membrane cartridge 1. 13a is an on-off valve provided on the cleaning ballast raw water suction pipe 12a.

  Reference numeral 14a denotes a discharge pipe (cleaning drainage discharge pipe), which is connected between the ballast raw water inlet 203 provided in the membrane cartridge 1 and the on-off valve 13. Reference numeral 15a denotes an on-off valve provided in the discharge pipe 14a. The ballast pump 11 and the open / close valves 13, 13 a, 15 a, 18 are connected to a control device 19. The control device 19 adjusts the pump flow rate of the ballast pump 11 and opens / closes the open / close valves 13, 13 a, 15 a, 18. Can be controlled.

  In the ballast water treatment facility having the above-described configuration, the on-off valve 13 is closed, the on-off valves 13a and 15a are opened, and the ballast raw water is introduced from the washing drainage outlet 303 and discharged from the ballast raw water inlet 203 at the time of membrane cleaning. .

  Thereby, it is possible to perform the film cleaning by the parallel flow of the film surface in the opposite direction to the film processing. Since the film surface parallel flow has a stronger peeling action of the adhering substance attached to the film surface than the film surface parallel flow in the same direction as the film processing, a higher film cleaning effect can be obtained.

  In the present invention, the raw ballast water pressure when the membrane is washed by the cross flow method may be in the same range as the actual head, and may be lower than that in the case of the total amount filtration by the dead end method.

  In the present invention, when the membrane is washed by the cross flow method, the on-off valve 18 of the treated water pipe 17 may be opened to obtain the treated water by filtering the ballast raw water together with the membrane washing. The on-off valve 18 may be closed so that treated water is not obtained.

  In other words, in the present invention, the total amount of filtration causes adhesion substances to adhere to the film surface and the flux decreases.However, since the adhesion substances are peeled off and removed from the film surface by the film cleaning by the film surface parallel flow, the film cleaning is performed. Even when treated water is obtained during the process, the flux is recovered and membrane treated water can be obtained efficiently. As a result, the ballast water supply time to the ballast tank can be greatly shortened.

  On the other hand, if the treated water is not obtained, the force that presses the adhering substance in the direction of the film is further reduced, so that the formation of a parallel flow on the film surface is further promoted, and the cleaning efficiency is dramatically improved. Can be completed in a short time. Therefore, since the time allotted for the total amount filtration can be increased, it leads to an effect that the time for supplying the ballast water to the ballast tank can be significantly shortened.

  Control of the switching timing between membrane cleaning and total filtration is preferably performed by measuring the flux during total filtration, for example, and switching to membrane cleaning before the flux falls below a specific value (minimum flux).

  The minimum flux can be appropriately set, and is preferably 80 to 95% of the initial flux, and more preferably 85 to 90% of the initial flux.

  According to the experiments by the present inventors, the time for the flux to fall to 80% of the initial flux during the total filtration is 3 to 4 hours.

  Further, the film cleaning time can be appropriately set, and a sufficient flux can be recovered in about 3 to 30 minutes, more preferably about 5 to 15 minutes.

  Therefore, it is also possible to control the timing of switching between membrane cleaning and total amount filtration by timer control based on the above time. Preferably, the total amount filtration is performed for 0.5 to 3 hours, and the membrane cleaning is performed for 1 to 10 minutes. More preferably, the total amount filtration is performed for 1 to 2 hours, and the membrane cleaning is performed for 3 to 6 minutes. More preferably, the entire amount is filtered for 1 hour and the membrane is washed for 6 minutes. For the timer control, the control device 19 is used. Specifically, for example, in the embodiment shown in FIG. 1, the on-off valve 15 is closed and the on-off valve 18 is opened when the total amount is filtered, and the on-off valve is opened at the time of membrane cleaning. 15 and control to open / close the on-off valve 18 according to whether or not to obtain treated water. Alternatively, in the embodiment shown in FIG. 3, the on-off valves 13a and 15a are closed and opened / closed at the time of total filtration. The valves 13 and 18 are opened, and at the time of membrane cleaning, the on-off valves 13a and 15a are opened, the on-off valve 13 is closed, and the on-off valve 18 is controlled to be opened / closed according to whether or not to obtain treated water. Can do. At this time, the flow rate of the ballast pump 11 may be adjusted as necessary.

  A large amount of ballast water can be supplied to the ballast tank in a short time by the ballast water treatment method using the ballast water treatment membrane cartridge having the above configuration.

  Furthermore, this inventor examined reduction of the pressure loss in the processing facility of the ballast water which has said structure. In particular, when the total amount is filtered, the pressure loss when the ballast raw water permeates through the membrane is large, so that the load on the pump is large, causing problems such as an increase in pump power cost and a decrease in pump life. On the other hand, when a large number of pumps are installed, the installation space and the installation cost are increased. Even if the opening of the membrane is increased, there is a limit due to the size of the microorganism to be removed.

  Therefore, the present inventor has noted that the pressure loss is caused not only by the membrane permeation pressure of the ballast raw water but also by the pipe connected to the membrane cartridge.

  That is, when piping is used, pressure loss occurs due to fluid dynamics due to piping length, bending of the piping, expansion / contraction of the piping diameter, and the like. In particular, when a plurality of membrane cartridges are provided, the number of pipes increases according to the number of membrane cartridges, thereby increasing pressure loss.

  Therefore, the present inventor diligently studied to reduce the pressure loss due to the piping, and it is possible to reduce the pressure loss by configuring the membrane unit by connecting the membrane cartridges with the specific manifold structure described in detail below. I found out.

  FIG. 4 is a perspective view showing a first aspect of the manifold structure, and FIG. 5 is a cross-sectional view showing the first aspect of the manifold structure.

  In this embodiment, the membrane unit 4 is formed by arranging six membrane cartridges 1 side by side. In the present invention, two or more membrane cartridges 1 may be arranged side by side, and the number thereof is not limited, but is preferably in the range of 3-20, more preferably 4-15, Preferably it is 5-10.

  In this embodiment, the membrane cartridge 1 is provided with the first manifold 2 at one end (left side in the drawing) and the second manifold 3 at the other end.

  The first manifold 2 has a ballast raw water chamber 201 in a rectangular parallelepiped manifold body 200, and the ballast raw water chamber 201 includes a ballast raw water introduction port 202 that is an opening for introducing the taken ballast raw water.

  The ballast raw water chamber 201 communicates with the ballast raw water inlet 203 of the membrane cartridge 1 so that the ballast raw water can be fed to the ballast raw water flow path 103.

  The connection method between the first manifold 2 and the membrane cartridge 1 is not particularly limited as long as it is detachable. For example, a screwing method or the like is adopted, and in the example of FIG. 5, sealing by screwing and an O-ring is adopted. . The screw may be directly screwed or may be screwed using an auxiliary member.

  The connection between the ballast raw water chamber 201 and the ballast raw water flow path 103 is not particularly limited, but a direct connection is preferable because pressure loss can be reduced. For example, when the ballast raw water inlet 203 communicates with an opening provided in the side wall of the ballast raw water chamber 201 as shown in the drawing, it is preferable that the ballast raw water flow path 103 communicate with the opening.

  The second manifold 3 includes a washing drain chamber 301 and a treated water chamber 302 in a rectangular parallelepiped manifold body 300. The cleaning liquid discharge chamber 301 and the treatment water chamber 302 are preferably provided side by side as shown in the figure. More preferably, the cleaning discharge liquid chamber 301 is disposed in contact with the membrane cartridge 1 and the treatment water chamber is located on the side far from the membrane cartridge 1. An embodiment in which 302 is arranged is given.

  The cleaning drainage chamber 301 communicates with the cleaning drainage outlet 303 of the membrane cartridge 1 so that the cleaning drainage sent from the ballast raw water flow path 103 can be introduced.

  The connection between the second manifold 3 and the membrane cartridge 1 is not particularly limited as long as it is detachable. For example, a screwing method or the like is adopted, and in the example of FIG. The screw may be directly screwed or may be screwed using an auxiliary member.

  Further, the cleaning drainage chamber 301 includes a cleaning drainage discharge port 304 for discharging the cleaning drainage in the cleaning drainage chamber 301 to the outside.

  The treated water chamber 302 communicates with the treated water outlet 305 from the ballast treated water collecting pipe 100, and further transfers treated water introduced into the treated water chamber 302 to a ballast tank (not shown). A treated water discharge port 306 is provided.

  The treated water chamber 302 can be provided with a discharge port 307 for discharging the cleaning waste liquid to the outside. In this case, a cleaning drainage discharge pipe 304 is provided in the cleaning drainage discharge port 304, and the cleaning drainage discharge pipe 308 is connected to the discharge port 307 so that the cleaning drainage in the cleaning drainage chamber 301 is externally provided. Can be discharged.

  In the illustrated example, the cleaning drainage outlet 304 is provided on the side wall of the cleaning drainage chamber 301. However, the cleaning drainage chamber 301 may be provided on the upper or lower wall of the cleaning drainage chamber 301. It is not necessary to provide the outlet 307 and the cleaning drainage discharge pipe 308.

  In the present invention, by the above-described unique manifold structure, a plurality of membrane cartridges are installed in parallel on the processing line and unitized to reduce pressure loss (FIG. 6A).

  For example, as disclosed in JP-A-2005-270810, the number of pipes is greatly reduced as compared to a case where a plurality of membrane cartridges are connected to a header pipe by pipes (FIG. 6B). Is done. For example, when six membrane cartridges are connected by the manifold structure of the present invention, the number of pipes is reduced to 1/6.

  Therefore, the pressure loss that occurs when piping is used due to hydrodynamics, piping length, piping bending, piping diameter expansion / contraction, etc., is greatly reduced, and the power of the raw water pump can be suppressed. , Can lower the running cost.

  By the way, a preferable manifold structure is not limited to the above, and the embodiment shown in FIGS. 7 and 8 may be used.

  FIG. 7 is a cross-sectional view showing a second aspect of the manifold structure.

  In the second mode, the first manifold 2 includes a ballast raw water chamber 201 and a treated water chamber 204 in a rectangular parallelepiped manifold body 200. The ballast raw water chamber 201 and the treated water chamber 204 are preferably provided side by side as shown in the figure. More preferably, the ballast raw water chamber 201 is disposed in contact with the membrane cartridge 1 and the treated water chamber 204 is disposed on the side far from the membrane cartridge 1. The aspect to arrange | position is mentioned.

  The ballast raw water chamber 201 includes a ballast raw water introduction port 202 that is an opening for introducing the collected ballast raw water.

  The ballast raw water chamber 201 communicates with the ballast raw water inlet 203 of the membrane cartridge 1 so that the ballast raw water can be fed to the ballast raw water flow path 103.

  The connection method of the first manifold 2 and the membrane cartridge 1 is not particularly limited as long as it is detachable. For example, a screwing method or the like is adopted, and in the illustrated example, sealing by screwing and an O-ring is adopted. The screw may be directly screwed or may be screwed using an auxiliary member.

  The connection between the ballast raw water chamber 201 and the ballast raw water flow path 103 is not particularly limited, but a direct connection is preferable because pressure loss can be reduced. For example, when the ballast raw water inlet 203 communicates with an opening provided in the side wall of the ballast raw water chamber 201 as shown in the drawing, it is preferable that the ballast raw water flow path 103 communicate with the opening.

  The treated water chamber 204 includes a treated water inlet 205 through which treated water can be introduced from the ballast treated water collecting pipe 100, and treated water drainage for transferring treated water in the treated water chamber 204 to a ballast tank (not shown). An outlet 206 is provided.

  The treated water chamber 204 can be provided with an inlet 207 for introducing the ballast raw water into the ballast raw water chamber 201. In this case, the ballast raw water introduction pipe 208 is provided in the ballast raw water introduction port 202, and the ballast raw water introduction pipe 208 is connected to the introduction port 207, whereby the ballast raw water can be introduced into the ballast raw water chamber 201.

  In the illustrated example, the ballast raw water introduction port 202 is provided on the side wall of the ballast raw water chamber 201. However, the ballast raw water chamber 201 may be provided on the upper wall or the lower wall of the ballast raw water chamber 201. There is no need to provide it.

  The second manifold 3 includes a cleaning / draining chamber 301 in a rectangular parallelepiped manifold body 300.

  The cleaning drainage chamber 301 communicates with the cleaning drainage outlet 303 of the membrane cartridge 1 and is provided so that the cleaning drainage sent from the ballast raw water flow path 103 can be introduced.

  The connection between the second manifold 3 and the membrane cartridge 1 is not particularly limited as long as it is detachable. For example, a screwing method or the like is employed, and in the illustrated example, sealing by screwing and O-ring is employed. The screw may be directly screwed or may be screwed using an auxiliary member.

  Further, the cleaning drainage chamber 301 includes a cleaning drainage discharge port 304 for discharging the cleaning drainage in the cleaning drainage chamber 301 to the outside.

  FIG. 8 is a cross-sectional view showing a third aspect of the manifold structure.

  In the third mode, the first manifold 2 includes a ballast raw water chamber 201 and a first treated water chamber 204 in a rectangular parallelepiped manifold body 200. The ballast raw water chamber 201 and the first treated water chamber 204 are preferably provided side by side as shown in the figure, and more preferably, the ballast raw water chamber 201 is disposed in contact with the membrane cartridge 1 and the first is located on the side far from the membrane cartridge 1. The aspect which arrange | positions the treated water chamber 204 of this is mentioned.

  The ballast raw water chamber 201 includes a ballast raw water introduction port 202 that is an opening for introducing the collected ballast raw water.

  The ballast raw water chamber 201 communicates with the ballast raw water inlet 203 of the membrane cartridge 1 so that the ballast raw water can be fed to the ballast raw water flow path 103.

  The connection method of the first manifold 2 and the membrane cartridge 1 is not particularly limited as long as it is detachable. For example, a screwing method or the like is adopted, and in the illustrated example, sealing by screwing and an O-ring is adopted. The screw may be directly screwed or may be screwed using an auxiliary member.

  The connection between the ballast raw water chamber 201 and the ballast raw water flow path 103 is not particularly limited, but a direct connection is preferable because pressure loss can be reduced. For example, when the ballast raw water inlet 203 communicates with an opening provided in the side wall of the ballast raw water chamber 201 as shown in the drawing, it is preferable that the ballast raw water flow path 103 communicate with the opening.

  The first treated water chamber 204 transfers the treated water introduction port 205 into which treated water can be introduced from the ballast treated water collecting pipe 100 and the treated water in the first treated water chamber 204 to a ballast tank (not shown). A treated water discharge port 206 is provided.

  The first treated water chamber 204 can be provided with an inlet 207 for introducing the ballast raw water into the ballast raw water chamber 201. In this case, the ballast raw water introduction pipe 208 is provided in the ballast raw water introduction port 202, and the ballast raw water introduction pipe 208 is connected to the introduction port 207, whereby the ballast raw water can be introduced into the ballast raw water chamber 201.

  In the illustrated example, the ballast raw water introduction port 202 is provided on the side wall of the ballast raw water chamber 201. However, the ballast raw water chamber 201 may be provided on the upper wall or the lower wall of the ballast raw water chamber 201. There is no need to provide it.

  The second manifold 3 includes a washing drain chamber 301 and a second treated water chamber 302 in a rectangular parallelepiped manifold body 300. The cleaning drain chamber 301 and the second treated water chamber 302 are preferably provided side by side as shown in the figure, and more preferably, the cleaning drain chamber 301 is disposed in contact with the membrane cartridge 1 and on the side far from the membrane cartridge 1. A mode in which the second treated water chamber 302 is disposed is exemplified.

  The cleaning drainage chamber 301 communicates with the cleaning drainage outlet 303 of the membrane cartridge 1 so that the cleaning drainage sent from the ballast raw water flow path 103 can be introduced.

  The connection between the second manifold 3 and the membrane cartridge 1 is not particularly limited as long as it is detachable. For example, a screwing method or the like is employed, and in the illustrated example, sealing by screwing and O-ring is employed. The screw may be directly screwed or may be screwed using an auxiliary member.

  Further, the cleaning drainage chamber 301 includes a cleaning drainage discharge port 304 for discharging the cleaning drainage in the cleaning drainage chamber 301 to the outside.

  The second treated water chamber 302 transfers the treated water outlet 305 into which treated water can be introduced from the ballast treated water collecting pipe 100 and the treated water in the second treated water chamber 302 to a ballast tank (not shown). A treated water discharge port 306 is provided.

  The second treated water chamber 302 can be provided with a discharge port 307 for discharging the cleaning waste liquid to the outside. In this case, a cleaning drainage discharge pipe 304 is provided in the cleaning drainage discharge port 304, and the cleaning drainage discharge pipe 308 is connected to the discharge port 307 so that the cleaning drainage in the cleaning drainage chamber 301 is externally provided. Can be discharged.

  In the illustrated example, the cleaning drainage outlet 304 is provided on the side wall of the cleaning drainage chamber 301. However, the cleaning drainage chamber 301 may be provided on the upper or lower wall of the cleaning drainage chamber 301. It is not necessary to provide the outlet 307 and the cleaning drainage discharge pipe 308.

  According to the third aspect, the first manifold 2 and the second manifold 3 can be made the same component, and the device can be easily molded.

  By the way, in the present invention, it is preferable that the membrane cartridge is provided in parallel with the number necessary for filling the ballast tank with the treated water in one day.

The number n of membrane cartridges required to fill the ballast tank with the treated water during the treatment time T (Day) is determined by the capacity of the ballast tank Q (m ³ ), and the membrane area per membrane cartridge. When S (m ² ), initial flux (permeation flux) is F ₀ (m / Day), and processing time is T (Day), it can be expressed by the following equation.
n = α · Q / (S · F ₀ · T)

Accordingly, when the treated water is filled in one day, it can be expressed by the following formula.
n = α · Q / (S · F ₀ )

  α is a coefficient for correcting a reduction in the processing amount due to a decrease in flux during filtration of the total amount and a reduction in the processing amount during membrane cleaning, and is usually in the range of 1.05 to 1.30.

For example, the membrane area of one membrane cartridge is 38 m ² and the initial flux is 1.5 m / D. When the capacity of the ballast tank is 20000 m ³ , about 370 to 460 membrane cartridges are required when treated water is supplied in one day.

  Thus, in the case of ballast water treatment, it is necessary to install a large number of membrane cartridges in parallel. When a conventional manifold structure with piping is used in parallel, the pressure loss due to the piping is large, and thus there remains a problem in applying total filtration that further increases the pressure loss.

  On the other hand, the pressure loss reduced by the unique manifold structure described above becomes enormous depending on the number of pipes reduced, and it is possible to more practically implement total filtration with large pressure loss. It becomes.

  Furthermore, when the above-described unique manifold structure is used, a further pressure loss can be achieved by forming a membrane unit assembly described below.

  FIG. 9 is a diagram illustrating an example of a ballast water treatment facility including a membrane unit assembly.

  Reference numeral 5 denotes a membrane unit assembly, which is configured by incorporating a plurality of membrane units 4 in a shelf shape. Here, the membrane unit 4 is of the form shown in FIG.

  Each membrane unit 4 is placed in a shelf shape with the lower surface of the rectangular parallelepiped manifold being in contact with the membrane unit placement site. In each membrane unit 4, the membrane cartridge 1 is present with both ends supported by the manifold.

  The membrane unit placement site may be a skeleton formed by an angle such as an L shape, or may be the upper side surface of a manifold of another membrane unit.

  In this way, by forming a membrane unit assembly, it becomes possible to gather a large number of membrane units, and the piping for connecting each membrane unit to the water collection pipe may be short, so that pressure loss due to the piping is reduced. Further reduction.

Needless to say, the effect of reducing the pressure loss described above can be obtained not only at the time of total filtration but also at the time of membrane cleaning.

The invention according to claim 1 includes a spiral membrane module including a ballast-treated water collecting pipe and a spiral membrane provided on an outer periphery of the ballast-treated water collecting pipe, and a ballast raw water flow path is formed outside the spiral membrane module. A ballast water treatment for alternately supplying a ballast raw water to the ballast raw water flow path of the membrane cartridge and obtaining a ballast treated water from the ballast treated water collecting pipe through the spiral membrane A method for treating ballast water using a membrane cartridge,
Two or more membrane cartridges are juxtaposed, and a first manifold is commonly provided at one end of the two or more membrane cartridges and a second manifold is commonly provided at the other end,
The first manifold includes a first chamber communicating with the ballast raw water flow path of each of the membrane cartridges in a manifold body.
The second manifold includes a first chamber communicating with the ballast raw water flow channel of each of the membrane cartridges in a manifold body.
During the membrane treatment, by supplying the ballast raw water from the first chamber of the first manifold to the ballast raw water flow path of each of the membrane cartridges, the membrane treatment water is filtered through the dead end method to completely remove the membrane treated water. Get
Next, during the membrane cleaning, raw ballast water is supplied from the first chamber of the first manifold or the first chamber of the second manifold to the ballast raw water flow path of each of the membrane cartridges. Thus, the membrane surface is washed by a parallel flow of the ballast raw water , and the washing waste liquid is discharged to the first chamber of the second manifold or the first chamber of the first manifold. This is a ballast water treatment method using a ballast water treatment cartridge.

The invention according to claim 5 provides the ballast water treatment according to any one of claims 1 to 4, wherein the membrane cartridge is provided with a number necessary for filling the ballast tank with the treated water in one day. This is a method for treating ballast water using an industrial cartridge.
The invention according to claim 6 is characterized in that the second manifold includes a second chamber communicating with the ballast water collection pipe of each of the membrane cartridges. A ballast water treatment method using the ballast water treatment cartridge according to claim 1.
The invention according to claim 7 is characterized in that the first manifold includes a second chamber communicating with the ballast water collection pipe of each of the membrane cartridges. A ballast water treatment method using the ballast water treatment cartridge according to claim 1.
According to an eighth aspect of the present invention, the first manifold includes a second chamber communicating with the ballast water collection pipe of each of the membrane cartridges, and the second manifold includes each of the membrane cartridges. A ballast water treatment method using a ballast water treatment cartridge according to any one of claims 1 to 5, further comprising a second chamber communicating with the ballast water collection pipe.

1: Membrane cartridge 100: Ballast-treated water collecting pipe 101: Envelope-like membrane (spiral membrane)
102: Support body 103: Ballast raw water flow path 203: Ballast raw water inlet 303: Washing drain outlet 305: Treated water outlet 2: First manifold 201: Ballast raw water chamber (first chamber)
202: Raw ballast water inlet 204: Treated water chamber (second chamber)
205: treated water introduction port 206: treated water discharge port 207: introduction port 208: raw ballast water introduction pipe 3: second manifold 301: cleaning drainage chamber (first chamber)
302: Treated water chamber (second chamber)
304: Cleaning drain discharge port 306: Treated water discharge port 307: Drain port 4: Membrane unit 5: Membrane unit aggregate 10: Ballast raw water 11: Ballast pump 12: Ballast raw water suction pipe 13: On-off valve 14: Discharge pipe 15 : On-off valve 16: Ballast tank 17: Treated water pipe 18: On-off valve 19: Control device

The invention described in claim 1 includes a ballast-treated water collecting pipe and a spiral membrane module comprising a spiral membrane provided on the outer periphery of the ballast-treated water collecting pipe inside, and is open to both ends of the spiral membrane module. a membrane treatment to obtain a treated ballast water from the ballast processing water collecting water pipe ballast raw to the ballast raw water flow path of the film cartridge by forming a ballast raw water flow path to supply through the spiral film, a membrane cleaning A method for treating ballast water using a membrane cartridge for ballast water treatment that is performed alternately,
Two or more membrane cartridges are juxtaposed, and a first manifold is commonly provided at one end of the two or more membrane cartridges and a second manifold is commonly provided at the other end,
The first manifold includes a first chamber that is in direct communication with the ballast raw water flow path of each of the membrane cartridges in the manifold body,
The second manifold includes a first chamber in the manifold main body that is in direct communication with the ballast raw water flow path of each of the membrane cartridges.
During the membrane treatment, by supplying the ballast raw water from the first chamber of the first manifold to the ballast raw water flow path of each of the membrane cartridges, the membrane treatment water is filtered through the dead end method to completely remove the membrane treated water. Get
Next, during the membrane cleaning, raw ballast water is supplied from the first chamber of the first manifold or the first chamber of the second manifold to the ballast raw water flow path of each of the membrane cartridges. Thus, the membrane surface is washed by the parallel flow of the ballast raw water without obtaining membrane treated water, and the washing drainage is supplied to the first chamber of the second manifold or the first chamber of the first manifold. A ballast water treatment method using a ballast water treatment cartridge, wherein the ballast water treatment cartridge is discharged.

The invention according to claim 2 is characterized in that switching between membrane treatment by total filtration and membrane cleaning by membrane surface parallel flow is performed by a timer. Ballast water using the ballast water treatment cartridge according to claim 1 It is a processing method.

According to a third aspect of the present invention, there is provided the cartridge for ballast water treatment according to claim 1 or 2 , wherein the membrane cartridge is provided with a number necessary for filling the ballast tank with the treated water in one day. It is the processing method of the used ballast water.
The invention of claim 4 wherein, said second manifold according to claim 1, 2 or 3, characterized in that it comprises a second chamber in communication with the treated ballast water collecting water pipe of each of said film cartridge A ballast water treatment method using the ballast water treatment cartridge described in 1.
According to a fifth aspect of the invention, the first manifold according to claim 1, 2 or 3, characterized in that it comprises a second chamber in communication with the treated ballast water collecting water pipe of each of said film cartridge A ballast water treatment method using the ballast water treatment cartridge described in 1.
According to a sixth aspect of the present invention, the first manifold includes a second chamber communicating with the ballast water collection pipe of each of the membrane cartridges, and the second manifold includes each of the membrane cartridges. The ballast water treatment method using the ballast water treatment cartridge according to claim 1 , further comprising a second chamber communicating with the ballast treatment water collecting pipe.

The invention described in claim 1 includes a ballast-treated water collecting pipe and a spiral membrane module comprising a spiral membrane provided on the outer periphery of the ballast-treated water collecting pipe inside, and is open to both ends of the spiral membrane module. Membrane treatment for supplying ballast raw water to the ballast raw water passage of the membrane cartridge formed with the ballast raw water passage to obtain ballast treated water from the ballast water collection pipe through the spiral membrane, and membrane washing A method for treating ballast water using a membrane cartridge for ballast water treatment that is performed alternately,
Two or more membrane cartridges are juxtaposed, and a first manifold is commonly provided at one end of the two or more membrane cartridges and a second manifold is commonly provided at the other end,
The first manifold includes a first chamber that is in direct communication with the ballast raw water flow path of each of the membrane cartridges in the manifold body,
The second manifold has a first chamber that is directly connected to and communicates with the ballast raw water flow path of each of the membrane cartridges in the manifold body, and a second chamber that communicates with the ballast-treated water collecting pipe of each of the membrane cartridges. With two chambers ,
During the membrane treatment, by supplying the ballast raw water from the first chamber of the first manifold to the ballast raw water flow path of each of the membrane cartridges, the membrane treatment water is filtered through the dead end method to completely remove the membrane treated water. Get
Next, during the membrane cleaning, raw ballast water is supplied from the first chamber of the first manifold or the first chamber of the second manifold to the ballast raw water flow path of each of the membrane cartridges. Thus, the membrane surface is washed by the parallel flow of the ballast raw water without obtaining membrane treated water, and the washing drainage is supplied to the first chamber of the second manifold or the first chamber of the first manifold. A ballast water treatment method using a ballast water treatment cartridge, wherein the ballast water treatment cartridge is discharged.

The invention according to claim 2 includes a ballast-treated water collecting pipe and a spiral membrane module made of a spiral membrane provided on the outer periphery of the ballast-treated water collecting pipe inside, and is open to both ends of the spiral membrane module. Membrane treatment for supplying ballast raw water to the ballast raw water passage of the membrane cartridge formed with the ballast raw water passage to obtain ballast treated water from the ballast water collection pipe through the spiral membrane, and membrane washing A method for treating ballast water using a membrane cartridge for ballast water treatment that is performed alternately,
Two or more membrane cartridges are juxtaposed, and a first manifold is commonly provided at one end of the two or more membrane cartridges and a second manifold is commonly provided at the other end,
The first manifold communicates with the ballast raw water flow path of each of the membrane cartridges directly connected to and communicates with the ballast-treated water collecting pipe of each of the membrane cartridges. With two chambers,
The second manifold includes a first chamber in the manifold main body that is in direct communication with the ballast raw water flow path of each of the membrane cartridges.
During the membrane treatment, by supplying the ballast raw water from the first chamber of the first manifold to the ballast raw water flow path of each of the membrane cartridges, the membrane treatment water is filtered through the dead end method to completely remove the membrane treated water. Get
Next, during the membrane cleaning, raw ballast water is supplied from the first chamber of the first manifold or the first chamber of the second manifold to the ballast raw water flow path of each of the membrane cartridges. Thus, the membrane surface is washed by the parallel flow of the ballast raw water without obtaining membrane treated water, and the washing drainage is supplied to the first chamber of the second manifold or the first chamber of the first manifold. A ballast water treatment method using a ballast water treatment cartridge, wherein the ballast water treatment cartridge is discharged.

The invention described in claim 3 includes a ballast-treated water collecting pipe and a spiral membrane module made of a spiral membrane provided on the outer periphery of the ballast-treated water collecting pipe inside, and is open to both ends of the spiral membrane module. Membrane treatment for supplying ballast raw water to the ballast raw water passage of the membrane cartridge formed with the ballast raw water passage to obtain ballast treated water from the ballast water collection pipe through the spiral membrane, and membrane washing A method for treating ballast water using a membrane cartridge for ballast water treatment that is performed alternately,
Two or more membrane cartridges are juxtaposed, and a first manifold is commonly provided at one end of the two or more membrane cartridges and a second manifold is commonly provided at the other end,
The first manifold communicates with the ballast raw water flow path of each of the membrane cartridges directly connected to and communicates with the ballast-treated water collecting pipe of each of the membrane cartridges. With two chambers,
The second manifold has a first chamber that is directly connected to and communicates with the ballast raw water flow path of each of the membrane cartridges in the manifold body, and a second chamber that communicates with the ballast-treated water collecting pipe of each of the membrane cartridges. With two chambers,
During the membrane treatment, by supplying the ballast raw water from the first chamber of the first manifold to the ballast raw water flow path of each of the membrane cartridges, the membrane treatment water is filtered through the dead end method to completely remove the membrane treated water. Get
Next, during the membrane cleaning, raw ballast water is supplied from the first chamber of the first manifold or the first chamber of the second manifold to the ballast raw water flow path of each of the membrane cartridges. Thus, the membrane surface is washed by the parallel flow of the ballast raw water without obtaining membrane treated water, and the washing drainage is supplied to the first chamber of the second manifold or the first chamber of the first manifold. A ballast water treatment method using a ballast water treatment cartridge, wherein the ballast water treatment cartridge is discharged.

The invention according to claim 4 uses the cartridge for ballast water treatment according to claim 1 , 2 or 3 , wherein the switching between the membrane treatment by total filtration and the membrane cleaning by membrane surface parallel flow is performed by a timer. This is a method for treating ballast water.

The invention according to claim 5 is characterized in that the membrane cartridge is provided with the number required to fill the ballast tank with the treated water in one day, and the ballast water treatment according to any one of claims 1 to 4 This is a method for treating ballast water using an industrial cartridge.

Claims (5)

A method for treating ballast water using a membrane cartridge for ballast water treatment in which ballast raw water is supplied to a membrane cartridge including a spiral membrane module to obtain treated water and membrane washing is performed alternately.
During the membrane treatment, the whole amount is filtered by a dead end method to obtain membrane treated water,
Next, a ballast water treatment method using a membrane cartridge for ballast water treatment, wherein the membrane surface is washed by a parallel flow of the membrane surface of the ballast water during the membrane cleaning.   The treatment of ballast water using the membrane cartridge for ballast water treatment according to claim 1, wherein the membrane surface is washed by parallel flow of the membrane surface of the ballast raw water and no membrane treatment water is obtained during the membrane washing. Method.   2. The ballast water treatment method using a membrane cartridge for ballast water treatment according to claim 1, wherein the membrane surface is washed with a parallel flow of the membrane surface of the ballast raw water and membrane treated water is obtained during the membrane washing. .   The method for treating ballast water using a membrane cartridge for ballast water treatment according to any one of claims 1 to 3, wherein switching between membrane treatment by total filtration and membrane cleaning by membrane surface parallel flow is performed by a timer. . The ballast water using the membrane cartridge for ballast water treatment according to any one of claims 1 to 4, wherein the membrane cartridge is provided with a number necessary for filling the ballast tank with the treated water in one day. Processing method.

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