• 专利附录
  • 专利说明
  • 权利要求
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    • 专利摘要:
    The invention relates to a water treatment system (1) and to a process for the treatment of water (2) located in a water reservoir (3). The water treatment system (1) comprises a circulation recirculation device (4), and a membrane filtration device (9) with a plurality of filter modules (10) arranged in the circulation recirculation device (4). In particular, the water treatment system (1) comprises a gas supply device (24), by means of which for the purification of the membranes of the filter modules (10) of the membrane filtration device (9) gas in the filter modules (10) can be introduced, or by means of which gas supply device (24) the gas periodically or can be introduced into the water reservoir (3) at one or more points in or around the water reservoir (3) as required or for circulating or mixing the water (2).
    公开号:AT516661A1
    申请号:T50937/2014
    申请日:2014-12-22
    公开日:2016-07-15
    发明作者:
    申请人:Eder Bau Holding Gmbh；
    IPC主号:
    专利说明:

    The invention relates to a water treatment system for the treatment of befindlichem in a water reservoir water, and a method for the treatment of befindlichem in a water reservoir water. In particular, the invention relates to a water treatment system and a process for the purification and sterilization of water, which comes into contact with humans or animals, for example swimming pool or swimming pool water, or water in aquariums and the like.
    Water in water reservoirs are subject to environmental influences due to a permanent entry of contaminants, especially soiling in particle form. For example, from the air permanently inorganic and organic substances, particles and micro particles have been absorbed into the water. In addition, particulate soils can also be introduced via humans or animals, in particular insects. In the case of waters intended for human use, for example for bathing or swimming, in particular microorganisms and germs introduced into the water are to be regarded as potentially hazardous, in particular harmful to health. Such microorganisms, for example bacteria, Rilze, or microscopic algae tend to deposit on the water-facing surfaces of a water reservoir, and to multiply there. Such deposits of germs are formed especially in stagnant flow conditions, ie when the water in the water reservoir is hardly circulated and mixed.
    For the disinfection of water in water reservoirs, for example swimming pools, baths and the like, it is customary to prepare the swimming or Badewasser mit- s germicidal chemicals or to disinfect. In most cases, halogen-based, in particular chlorine or bromine-containing disinfectants are used. In order to achieve a sufficient disinfecting effect, considerable concentrations of these disinfectants are necessary, especially in waters frequently used by humans. The disadvantage here is, inter alia, the skin and skin irritant effect of such disinfectants. Furthermore, the use of halogen-releasing disinfectants often leads to the formation of unpleasant odors.
    In the recent past, some efforts or attempts have been made to replace halogen-containing disinfectants, or at least to keep the necessary amount of such halogen-containing disinfectants as low as possible. Among other things, investigations were carried out in which water was treated in swimming pools to remove microorganisms or germs by means of membrane filtration systems.
    However, there is still a need for optimization, in particular with regard to the treatment and operating efficiency of such water treatment processes and treatment systems. The object of the invention is therefore to provide a water treatment system and a method for water treatment, by which the cleaning and operating efficiency in the treatment of water located in water reservoirs can be improved.
    The object of the invention is achieved, on the one hand, by providing an improved water treatment system for the treatment of water present in a water reservoir, for example in a sump, pond or agar, in particular for the purification and sterilization of the water.
    The water treatment system comprises a circulation recirculation device having a delivery device, one or more withdrawal lines for taking a determinable amount of water from the water reservoir per unit time, and one or more recirculation lines for returning the water to the water reservoir The filter modules are optionally closable on the charging side or can be flowed through with the removal line (s) and filtrate side optionally blocked or flow-connected to the return line (s) Filter modules the filter modules on the filtrate side either shut-off or flow-through with a backwash fluid source line connected and the filter modules besch On the discharge side, it can be shut off or you can pipe-connected a drain with a drain.
    In particular, a gas supply device is provided which on the one hand for cleaning the filter modules selectively shut-off or flow-connected feed side with the filter modules of the membrane filtration device, so that all filter modules can be flushed with gas, and which gas supply device also for circulation and mixing of the water in the water reservoir optionally shut off or you rchström bar is line connected to the or the return line (s) of the circulation recirculation device.
    Filter modules of membrane filtration systems usually include a variety of microporous filter membranes, such as flat or hollow fiber membranes. The filtering effect of a membrane is characterized in that the water flows through the membrane walls, and the particles to be removed, for example cultures of microorganisms, are retained on one side of a membrane. The terms "feed side" 1 or "feed side 1" are understood above and below as meaning that side of the filter module on which the water to be filtered is introduced into a filter module during filtration operation. The terms "filtrate side" or "filtrate side 1" are understood above and below as the side of the filter module on which the filtered water is withdrawn from a filter module during filtration operation.
    In the filtration operation of a filter module of the membrane filtration device increases due to the retention of the particles on the feed side, the amount of particles in the filter module. As a result, deposits are currently forming on the corresponding membrane surfaces in the course of the feed side
    Filter module, which may affect the further water treatment operation. For this reason, depending on the degree of contamination of the water in the water reservoir, the R i I termed u I e of the membrane filtration device must be cleaned in certain Zeitinterval len, in particular be cleaned by backwashing the Rilter module. For this purpose, the Riltermodule can be shut off from the removal and return lines of the circulation recirculation device, and the Riltermodule be reversed in the Rlussrichtung compared to RiItrati onsbetrieb be cleaned with the backwash liquid.
    Due to the features of the proposed water treatment system, the gas supply device can be used on the one hand for the feed side flushing of the membranes of the Riltermodule with a gas. Such gas purging is particularly expedient for detaching the particle and seed deposits from the membrane walls during a backwashing process, and for cleaning the membranes of the Rilter modules on the feed side. Charging side deposits on the membrane walls can be broken by the introduced gas bubbles and removed from the membrane walls. In addition, the membranes can be offset by the gas entry into the Riltermodul in increased motion or deformed. By the deformation and agitation of the membranes mechanical forces, for example by friction and deformation, can be generated, which also promote breaking up and detachment of particulate deposits from the membranes. By such a feed-side purging of the membranes of a Riltermoduls with a gas, such as compressed air, therefore, in particular the continuity of the membranes can be improved again, or the water flow through the membranes has been increased again. The gas-assisted deposits detached from the membrane surfaces can be disposed of via the drain during a backwashing process by means of the backwashing liquid. Backwashing can also remove deposits from the membrane pores. In particular, such a so-called biofouling of the membranes can be effectively kept intact.
    In addition, by the features of the proposed water treatment system by means of the gas supply device but also gas can be introduced directly into the water reservoir. This promotes the growth and mixing of the water in the water reservoir, and may have prevented stagnation of the water in the water reservoir. As a consequence, the formation of particulate deposits, in particular the formation of germ deposits or the formation of microorganism cultures on the surfaces of the water reservoir which have been water-bonded, can be counteracted in this way. In particular, the formation of algae layers in the water reservoir h can thus be kept in tan.
    If desired, the gas input, especially in bathing pools or baths, of course, to increase the well - being of the user or '. Bathers have been gewondet, for example, by using suitable, nozzle-like gas-introducing openings Whirlpool-like turbulence generated in the Fool where rd e n.
    To increase the cleaning efficiency for the membranes of the filter modules, it may be expedient that the filter modules have at least two gas inlet connections. Thereby, the gas has been introduced into at least two different locations in a filter module, whereby particularly turbulent gas flows can be generated in the filter module. Thus, the duration of a rinsing process with gas can advantageously also be reduced, as a result of which the gas supply device of the water treatment system is increasingly used for circulation. Mixing of the water in the water reservoir can be used.
    In a development of the invention it can be provided that each filter module of the membrane filtration device is assigned a shut-off valve on the filtrate side. As a result, the filter modules can be backwashed separately and independently of one another by means of the backwashing liquid source, by reversing the flow direction via the filter modules. In this way, complicated and large-sized measures bzw.c devices for the provision of high Rückspülflüssigkeitsmengen or high Rückspülflüssigkeitsvolumsströme be superfluous, whereby the production or '. Procurement costs for the water treatment system can be lowered.
    In another embodiment, it can be provided that the filter modules of the membrane filtration device are line-connected to the discharge line (s) via a common shut-off or flow control element, and the filter modules are line-connected to the drain on the feed side via a common flow control or shut-off element, and that the filter modules on the filtrate side via at least one switching means with the or the Rückfü hrang ngsleitung (s) of Umr lufrezirku I at io ns device and the Rückspülflüssigkeitsquelle are line connected. As a result of these features, a cleaning process for the filter modules of the membrane filtration device can be initiated or carried out by means of a few simple filters as required or in periodic time intervals. In this case, the shut-off or control elements or the at least one switching means have been used to fluidly separate the filter modules from the or the withdrawal line (s) or the return lines, and subsequently a cleaning process, reversing the flow direction over the Filter modules have been performed. The thereby incurred, relatively heavily contaminated flushing liquid can be disposed of filtrate-side supply by means of the backwash liquid source and passage through a filter module directly via the common line connection in the drain, so that the most efficient operation of the water treatment system can be ensured. In the case of a backwashing of a filter module, it is preferable at the same time to carry out a feed-side gas purging of the filter module.
    A further advantageous embodiment of the water treatment system can be provided by the fact that the backwashing liquid source is formed by a drinking water supply line. Due to this structural feature, the filter modules can be backwashed with drinking water. This also provides a backwashing medium with a relatively high degree of purity for cleaning the filter modules. Furthermore, it is thus possible to dispense with other, more expensive backflushing devices, such as, for example, backwashing pumps, filtrate collecting tanks or the like. In this way, an effective and at the same time cost-effective variant for backwashing or cleaning of the R i I termed u I e of the membrane filtration device can be provided. In addition, in this way, the risk of accidental or undesirable entry of contaminants in the water reservoir through the water treatment system itself, at least minimized as far as possible.
    In this context, an embodiment variant may be advantageous in which the Riltermodule are conductively connected to the drinking water supply line without the interposition of a conveyor. In this way, the filter modules can be backwashed solely by the existing Trin kwasserzu leitu ngsd back, and additional backwash devices are unnecessary. As a result, a backwashing of a Riltermoduls be carried out in a particularly energy and cost-efficient manner. In particular, it has been found that with backwashing of only one "subset of Riltermodulen and in particular only one Riltermodul at the same time, the existing existing drinking water supply pressure is sufficient to accomplish an effective backwashing of the Riltermodule.
    To compensate for pressure fluctuations, or if the Trin kwasserzu leitu ng has a very high water pressure, it may be appropriate to assign the drinking water supply for the Riltermodule a pressure reducer.
    Furthermore, it can be provided that the drinking water supply is associated with a metering device for metering of cleaning chemicals in the drinking water. The cleaning chemicals can be formed, for example, by surfactants, disinfectants or other substances which promote efficient cleaning of the membranes. As a result, the cleaning efficiency for the Riltermodule can be further increased, and thus a trouble-free operation of the water treatment system are guaranteed s.
    In a further expedient embodiment variant, it can be provided that the circulation recirculation device comprises a flow rate sensor for detecting the flow rate of the water via the filter module in the closed loop. This allows a cleaning process for the Riltermodule at a
    Below a definable threshold for the flow rate can be made. The cleaning process can be triggered, for example, automatically by a correspondingly programmed control device of the water treatment system, whereby a particularly efficient operation of the water treatment system can be provided.
    Alternatively and / or additionally, the LJmIaufrezirkuIationsvorrichtung may also include two or more than two pressure sensors for detecting the pressure loss over the express-termodule in Eiltrationsbetrieb. As a result, a cleaning process for a filter module can be carried out or initiated when a definable threshold value for the pressure loss is exceeded.
    Furthermore, it may be useful for the circulation recirculation device of the water treatment system to comprise an activated carbon filter. With such an activated carbon filter are also substances, in particular organic substances from the water removable, which can not be separated from the water or insufficiently by means of the membrane filtration device. It can be, above all, non-particulate matter dissolved in water. Preferably, such an activated carbon filter is optionally lockable or can be flowed through with the or the withdrawal line (s) of the LJ m I a uf rezi kru i at io ns device, or optionally shut off or can be flowed through with the return line (s) of the LJm recirculation device piping, so that the water in the LJm -laufrezirkulationsvorrichtung can optionally be passed over the activated carbon filter, or can be performed by a bypass line around the activated carbon filter around.
    In a further advantageous embodiment of the water treatment system, it can be provided that the LJ comprises at least one ion exchanger for removing ionic nutrient compounds. Thereby, in addition to the removal of microorganisms by the membrane filtration device, the microorganisms can also be at least partially deprived of the basis for propagation, and the growth of microorganisms, for example bacterial cultures in the water, can be further effectively suppressed or at least reduced the multiplication of the microorganisms. Of course, both anion exchangers and / or cation exchangers can be used to remove nutrient ions in the anionic and / or cationic form from the water.
    In addition, it can be provided that the water treatment system comprises a metering device for the addition of perfumes in the water. Such a metering device can be arranged fluidically in the circulation recirculation device, or assigned to the water reservoir itself. Fragrances can be added to the water, in particular to increase the well-being of persons, for example bathers. It is possible to add fragrances in particular through the treatment elements of the proposed water treatment system, which at least as far as possible or '. usually an admixture of chlorine-containing or '. Chlorine-releasing disinfectant chemicals in the water unnecessary.
    Another, expedient embodiment variant of the water treatment system can be designed such that it comprises a metering device for adding antimicrobial substances into the water. In this way antimicrobial substances, such as silver nanoparticles, have been introduced into the water, which can further increase the quality of the water.
    Furthermore, an embodiment of the water treatment system may be appropriate in which the number and the filtration capacity of the eiltermodule are selected such that the recirculation and filtration of the water a removal rate for microorganisms is achieved, which is greater than the growth rate of the microorganisms in the water in the same ZeitintervalI. Thus, an increase in the total amount of microorganisms in the water has been effectively restrained, without the need for the use of disinfectants is necessary.
    Finally, it may also be useful to select the number and the filtration capacity of the eilter modules such that the total volume of water contained in the water reservoir, at least 1 IVlaI per day and preferably between 2 IVlaI and IV O IVlaI be filtered by the membrane filtration device. In this way, it can be achieved that a sufficient amount of the water is prepared by means of the water treatment system per day. to be cleaned
    The deduction of the invention is solved by you dedurch by a Verfehren for the treatment of in a water reservoir, for example, in a Schwommbe-bridges, pond or Aguerium befindlichem Wesser, in particular for cleaning and sterilizing the Wessers is provided. The method comprises the following method steps:
    Removing a definable amount of water per unit time from the water reservoir via one or more withdrawal line (s) of a recirculation recirculation device;
    Filtration of the withdrawn subset of the water by means disposed in the recirculation Rezirku lations device membrane filtration device, wherein the membrane filtration device comprises a plurality of fluidically connected in parallel Eiltermodule, recycling the water in the water reservoir via one or more return line (s) of the circulation recirculation device;
    Periodic or demand-dependent cleaning of the membranes of the eilter modules by backwashing with a backwash liquid, reversing the direction of flow through the eilter modules in comparison to the Eiltrationsbetrieb and discharging the accumulating during backwashing waste liquid via a drain.
    In particular, it is provided that, for the purpose of cleaning the membranes, the filter modules of the membrane filtration device are fed into the filter modules by means of a gas supply device on the feed side, or by means of the gas supply.
    Device, the gas is introduced periodically or as needed to circulate the water in the water reservoir at one or more locations in the water reservoir.
    The method measures only a gas supply device is required to one hand to clean the membranes of a filter module of the membrane filtration device by gas supply, and on the other hand to support the circulation and mixing of the water in the water reservoir, and to avoid stagnation of the water in the water reservoir. In the course of a cleaning process for the filter membrane surfaces by gas purging, the filter modules are preferably also back-flushed in reverse of the RIussrichtung compared to Riltrationsbetrieb to improve the cleaning efficiency. Thus, the deposits detached from the membrane surfaces can be disposed of via the drainage via the backwashing liquid. Backwashing can also remove deposits from the membrane pores. In particular, such a so-called biofouling of the membranes can be effectively eliminated.
    The introduction of the gas into the water reservoir preferably takes place at as many points in the water reservoir as possible in order to increase the effectiveness of the mixing or turbulence of the water in the water reservoir. The advantageous mode of action of the gas inlet into a filter module or into the water reservoir has already been explained in detail above, which is why at this point a further description can be dispensed with. By means of the measures according to the invention, a particularly operationally efficient process for the treatment of water can be provided.
    In a further embodiment of the method can be provided that a cleaning process for the membranes of Riltermodule is performed such that gas is simultaneously introduced into all Riltermodules feed side, and in sequential order each definable "subsets of Riltermodule with the backwash liquid under reversal of the RI ussrichtu be backwashed over the Riltermodule. This allows costly and large measures or '. Devices for the provision of high Rückspülflüssigkeitsmengen or high Rückspülflüssigkeitsvolumsströme be eliminated, whereby the operation and cost efficiency; of the method can be increased. At the same time, however, a high cleaning efficiency can be provided, since the deposits on the membrane surfaces can be broken off or detached from the membrane surfaces in an effective manner by the purge gas through the continuous gas purging of all filter modules during the entire cleaning process. These already loosened deposits can
    However, a cleaning process for the membranes of the eilter modules can also be carried out in such a way that gas is introduced simultaneously into all the eilter modules on the feed side and, in a sequential sequence, each eilter module is individually backwashed with the backwash liquid by reversing the flow direction via the eilter modules. As a result, a particularly operational and cost-efficient process management is provided.
    Furthermore, it may be appropriate that the Eiltermodule be backwashed with drinking water. By this method measure, the cleaning efficiency for a Eiltermodul can be significantly increased again, since a comparatively clean backwash liquid can be used. The drinking water is led by reversing the Elussrichtung compared to the Eiltrationsbetrieb by the Eiltermodule. As a result, the deposits removed from the feed-side membrane surfaces in a gas-assisted manner can be removed from the membrane surfaces in an efficient manner by this drinking water stream, and be discharged directly from the eilter modules via the outflow.
    The cleaning efficiency for a Eiltermodul can be further increased again when the drinking water during backwashing cleaning chemicals are added. Such cleaning chemicals can be formed, for example, by surfactants, disinfectants or other substances which promote efficient cleaning of the membranes.
    Furthermore, an embodiment of the method of water treatment may be expedient in which an eilter module with a backwash liquid volume flow of between 70 l / m 2 and 700 l / m 2 * h and a flow rate of the backwash water through the filter module is between 0.02 m / s and 1, Ο m / s backwashed. The above information for the backwash liquid volume flow in l / m2 * h denotes the volume flow of backwash liquid in liters per square meter membrane surface of the filter module and per hour1. The specified ranges for the backwashing liquid volume flow or the flow rate of the backwashing liquid, in particular drinking water, through a filter module, have proven to be expedient in order to achieve effective cleaning of the membranes of a filter module, and thus to ensure a problem-free and efficient process management of the water treatment. The flow rate of the backwashing liquid or of the backwash water through a filter module can be influenced kwasserdrucks taking into account the existing fluid pressure, for example, the existing Trin, among other things by the structural design or dimensioning of the sheath of a filter module. For example, the flow rate of the backwash liquid through a filter module at the same liquid pressure can be increased by reducing the cross-sectional area of the jacket for the membranes of a filter module.
    In a further advantageous embodiment of the method, it can be provided that a filter module with a gas volume flow of between 0.2 lslm3 / m2 * h and 5.0 Nm3 / m2 * h and a flow velocity of the gas in the filter module between 0.1 m / s and 2 m / s. The above data for the gas volumetric flow in Nm3 / m2 ~ h designates the volumetric flow rate of gas in, standard cubic meters per square meter membrane surface of the filter module and per hour *. The specified ranges for the gas volumetric flow or the flow velocity of the gas through a filter module have proved to be expedient in order to achieve effective cleaning of the membranes of a filter module, and thus to ensure a problem-free and efficient process management of the water treatment. Again, the flow rate of the purge gas, taking into account the existing gas pressure, inter alia, be influenced by the structural design of the sheath of a filter module. For example, the flow rate of the gas through a filter module at the same gas pressure can be increased by reducing the cross-sectional area of the jacket for the membranes of a filter module.
    Furthermore, it may be appropriate to stop the supply of drinking water in the filter module to the end of a cleaning and backwashing a filter module, which displaces remaining in the filter module backwash water through the gas, and is discharged via a drain, and the filter module before resuming the filtration operation is filled with drinking water. On the one hand, this makes it possible to completely remove the soiled rinsing water used for backwashing from an eilter module. On the other hand, the Eiltermodul has been refilled with clean drinking water before resuming the Eiltrationsbetriebs, so that accidental or unintentional introduction of contaminants in the water reservoir can be effectively prevented.
    In a further advantageous embodiment, it may be provided that in Eiltrationsbetrieb the flow rate of the water is detected via the Eiltermodule, and a cleaning process for the Eiltermodule at a Unterschrei- tion of a definable SchwelIwerts made for the flow rate wi rd. The cleaning process can for example be triggered automatically by a correspondingly programmed control device of the water treatment system, whereby a particularly efficient process can be provided for water treatment sir.
    Alternatively and / or additionally, however, it may also be provided that the pressure loss via the filter modules is detected in the express mode operation, and a cleaning process for the filter modules is carried out when a definable threshold value for the pressure loss is exceeded.
    It may also be expedient for the circulation of the water in the water reservoir to introduce into periodic time intervals a mean total amount of gas with a gas volume of between 0.05 Mm3 / m3W * h and 5 Mm3 / m3 * H * h into the water reservoir becomes. The introduction of gas with a gas volume flow in this area has proven to be effective in order to achieve a sufficient
    Circulation or mixing of the water in the water reservoir cause. In this way, the formation of deposits, such as the formation of algal layers in the water reservoir can be effectively obstructed. The odensteinende data for the Gasvol u men ström in Nm3 / m3wr ~ h the net gas volume, standard cubic meters per cubic meter of water in the water reservoir and per hour *.
    In addition, it may be appropriate that the water üder a fluidically in the U m I a ufrezirku lation device arranged activated carbon filter is performed. In the case of an act of this kind, substances, in particular organic batches, are also removed from the water, which can not be separated from the water by means of the membrane filtration device, or only insufficiently. It can be, above all, non-particulate matter dissolved in water. Preferably, such an activated carbon filter can optionally be shut off or flowed through with the withdrawal line (s) of the recirculation recirculation device, or optionally shut-off or can be flowed through with the recirculation line (s) of the recirculation device, in such a way that the water can be passed through the activated charcoal filter in the LJ m i a n e re cu ratory ia i n io nso n, or can be guided around the activated charcoal filter via a bypass line.
    Furthermore, it may be expedient for ionic nutrient compounds to be removed from the water by means of an ion exchanger arranged fluidically in the circulation recirculation device. As a result, in addition to the removal of microorganisms by the membrane filtration device, the microorganisms can also be at least partially deprived of the basis for propagation, and the growth of microorganisms, for example bacteria, in the water can be further effectively suppressed, or at least the multiplication of the microorganisms reduced , Of course, both ion exchangers and / or cation exchangers can be used to extract nutrient ions in the anionic and / or cationic form from the water.
    In a further variant of the method it can be provided that fragrances are added to the water by means of a metering device. Fragrances can be added to the water, in particular to increase the well-being of persons, for example bathers.
    Furthermore, it may be useful to mix the water by means of a metering antimicrobial substances. In this way, antimicrobial substances, such as SiIbernanopartikel be introduced into the water, which can further increase the water quality.
    Furthermore, a method procedure may be advantageous in which the "sub-quantity of the water taken per unit time by means of the recirculation apparatus from the water reservoir is selected such that a recirculation rate and filtration of the water results in a removal rate for Microorganisms which is greater than the growth rate of the microorganisms in the water in the same ZeitintervalI achievable. In this way, an increase in the total amount of microorganisms in the water has been effectively halted, without the need for the use of disinfectants is necessary.
    Finally, a process control can be provided in which the per unit time by means of LJ ml errezirku lationsvorrichtu ng removed from the water reservoir "subset of the water is chosen such that the total contained in the water reservoir volume of water, per day at least 1 IVlaI and preferably between 2 IV1 aI and 1 O IVlaI is filtered by means of the membrane filtration device. It can thereby be achieved that a sufficient amount of the water can be treated or cleaned by means of the water treatment system per day.
    For a better understanding of the invention, this will be explained in more detail with reference to the following figures.
    In each case, in a highly simplified, schematic representation:
    Rig. Λ a water treatment system for the treatment of water in a water reservoir, in a simplified, schematic diagram.
    By way of introduction, it should be noted that in the differently described embodiments, the same parts are provided with the same reference numerals or the same component names, wherein the disclosures contained in the entire description can be mutatis mutandis to the same parts with the same reference numerals or component names. Also, the location information chosen in the description, such as up, down, sideways, etc. related to the immediately described and illustrated figure and this position information in a change in position mutatis mutandis transferred to the new location.
    In the rig. 1 shows an exemplary embodiment of a water treatment system 1 according to the invention for the treatment of water 2, in particular for the purification and sterilization of the water 2. The water to be treated 2 is located in the water reservoir 3 shown in sections. The water reservoir 3 can be formed, for example, by a swimming pool or swimming pool, a pond, aquarium or similar water tanks. In principle, it may be an artificially created, but also a natural water reservoir 3.
    As in Rig. 1, the water treatment system 1 comprises an LJm-run recirculation device 4, by means of which a definable amount of water 2 per unit time can be taken from the water reservoir 3, and prepared. For this purpose, at least one conveying device 5 and one or more withdrawal line (s) 6 and one or more return line (s) Ύ are provided. The extraction line (s) 6 are preferably connected to the water reservoir 3 at or near the water surface, since in most of the tubes the water 2 has the highest degree of contamination on its surface. The return line (s) Ύ are preferably connected at locations of greater depth and at as many points as possible with the water reservoir 3 in order to generate a better mixing in the water reservoir 3 by the circulation recirculation of the water 2. The conveying device 5 may be formed, for example, by a conveying, circulation, or the like. The conveyor device 5 is preferably formed by a speed-controllable pump, so that the amount of water 2 withdrawn from the water reservoir 3 for treatment per unit time can be adjusted as needed during operation.
    To remove relatively large contaminants, such as leaves, insects, etc., a coarse-grained particle screening device 8, such as a sand filter or a conventional sieve filter, may be arranged in the extraction line (s) 6. Such Eiltereinrichtungen 8 are preferably located near the removal point (s) from the water reservoir in the or the discharge line (s) 6, and thus form the first element for the separation of contaminants from the water. 2
    As further in the Eig. 1, a membrane filtration device 9 is arranged in the longitudinal direction 4 of the device. The membrane filtration device 9 comprises a plurality of fluidically connected in parallel Eiltermodule 1 O. In the Eig. 1, four filter modules 10 are shown by way of example, it being understood that the number of filter modules 10 to be used corresponds to prevailing conditions and various parameters, such as the expected degree of contamination of the water 2 or the filtration capacity of a single filter module 10, etc ., has been adapted.
    Preferably, the number and the filtration capacity of the eilter modules 1 O is selected for the water treatment system 1 such that the recirculation and filtration of the water 2 a removal rate for microorganisms is achieved which is greater than the growth rate of the microorganisms in the water 2 in the same time interval I In addition, the number and the Eiltrationskapazität the eiltermodule 1 O is preferably selected such that the total contained in the water reservoir 3 volume of water 2, per day at least 1 IVlaI and preferably between 2 IVl a I and 10 IVl a I filtered by the membrane filtration device 9 can be.
    The filter modules 10 of the membrane filtration device 9 can basically be designed in many different ways, or have a wide variety of design features. Preferably, the filter modules 10 are configured as hollow fiber membrane modules which contain a large number of hollow-fiber membranes. The hollow fibers can be made of a variety of materials, usually ceramic hollow fibers or hollow plastic fibers, such as hollow fibers of polyethylene, polypropylene, polyethersulfone or similar plastics are used. Usually, such hollow fibers are designed like a hose with two open ends, and can have a variety of lengths. The hollow fibers are made porous, and from the outside inwards and / or reversed by water-flowable. Depending on the selection of the pore diameter of the hollow fiber material, particles up to a certain size can pass through the membrane walls of the hollow fibers, but larger particles are retained on the hollow fiber membrane walls, whereupon the filter effect of a hollow fiber membrane is based. For the treatment of water in water reservoirs, hollow-fiber membranes with a pore diameter of between 0.2 μm and 0.01 μm have proven to be particularly suitable, which corresponds to a so-called ultrafiltration *.
    I'm in Pig. 1 dargestelIten embodiment, such hollow fibers, for example, loosely hanging in the form of bundles or battens in a located on the upper side of the piler module 10 loading space 1 1 be arranged. In this case, the respective open ends of the hollow fibers, for example, embedded in a sealing means 12 such that the inner lumens of the hollow fibers open into a located on the lower side of a Piltermoduls 10 Piltratraum 13. This sealant 12, for example, cured epoxy resin or the like, separates the charging chamber 11 and the filtrate space 13 from each other in the flow direction, so that the water 2 is passed only through the hollow fiber membrane walls - from the outer surface of the hollow fibers the inner lumen of the hollow fibers - passes from the feed space 1 1 in the filtrate 13 and is promoted, and thereby filtered. The embodiment shown in FIG. 1 corresponds to a so-called, dead end * filtration in .outside-in * mode of operation. The filter modules 10 are preferably liquid-tight and designed to be overpressure and underpressure-stable.
    For supplying the water 2 into the feed ngsra by 1 1 of a R i I termed u I s 1 O are the R i I termed u I e 1 O either shut-off or flow-through with the or the discharge line (s) 6 of Circulation Recirculation Device 4 Wired. To shut off or /. Opening this line connection is in the in Rig. 1 illustrated a common Absperroder flow control member 14 is provided.
    Riltratseitig the Riltermodule 10 are selectively shut off by shut-off 15 or you rchströmbar, with the or the return line (s) Ύ, and a backwash liquid source 16 line connected. As in the embodiment according to the Rig. 1, a shut-off device 15 is preferably assigned to each filter module 10 on the filtrate side, so that the filter modules 10 can each be backwashed independently of each other by reversing the flow direction via the filter modules by means of the backwashing liquid source 16, which will be explained in more detail below.
    In Riltrationsbetrieb the Riltermodule 10 the shut-off or flow control member 14 and the shut-off elements 15 are opened, so that water 2 out of the water reservoir 3 via the Riltermodule 10, filtered, and on the recirculation lines) Ύ back into the water reservoir 3 can be returned. In order to perform a cleaning process by reversing the direction of flow over the Riltermodule the shut-off or flow control member 14 can be closed to shut off the line connections of the Riltermoduls 10 to the or the extraction lines) 6.
    In the embodiment according to the Rig. 1, the Riltermodule 10 are on the supply side also optionally shut off or flow-through with a drain 1 Ύ line connected. For this purpose, a turn a common flow control or shut-off 1 8 is provided, which closed in Riltrationsbetrieb and during a Reinigungs- or. Backwashing process can be opened.
    To switch between the Riltrationsbetrieb and a cleaning process or the cleaning operation with backwashing, or to reverse the Rlussrichtung on the Riltermodule 10 is in the in Rig. 1 embodiment shown, for example, a switching means 19 is provided. As a result of this switching means 19, the filter modules 10 can optionally be provided with a flow connection to the return line (s),, or a flow connection to the backwashing liquid source 16 can be provided in the filtration mode. The filtered water can thus be returned to the water reservoir 3 , in the cleaning or backwashing, the backwash liquid is in a filter module 10 einbring-bar in a simultaneously open shut-off valve 15 on the filtrate side. In such a backwashing process, the backwash liquid may have been introduced into the filtrate space 13 of a filter module 10 and penetrates the backwashing liquid into the inner lumens of the hollow fibers. Subsequently, the backwash liquid passes through the walls of the hollow fiber membranes and enters the feed space 11 of the filter module 1 O, and can be discharged into the drain 17 or '. be disposed of. This corresponds to a reversal of the flow direction via a filter module 10 in comparison to the filtration operation. As an alternative to the exemplary embodiment illustrated in FIG. 1, it is also possible to provide a plurality of switching means, for example a shut-off element associated with the backwashing liquid source 16 and a shut-off element associated with the return line (s) en.
    The backwash liquid source 16 may be formed, for example, by a detergent container containing storage container, from which the detergent is introduced by means of a pumping device into a filter module. Preferably, as shown in Fig. 1, the Rückspülflüssigkeitsquelle 16 formed by a drinking water supply 20, which in turn preferably without interposition of a separate conveyor, via the switching means 19 and the shut-off 15 selectively shut off or flow-through filtrateseitig with the filter modules 10 is line connected. Thus, the respective existing drinking water pressure has been used as a driving force for backwashing the filter modules 10.
    To compensate for pressure fluctuations, or if the drinking water supply 20 has a very high water pressure, it may be appropriate to arrange a pressure reducer 21 in a common drinking water supply for the filter modules 10. As can also be seen from the exemplary embodiment illustrated in FIG. 1, it may also be expedient to use in the common drinking water
    Supply line for the filter modules 1 O to arrange a metering device 22 for dosing of cleaning chemicals. In this way, the backwash fc> zw. Drinking water detergents, such as surfactants or even disinfectants are added to improve the cleaning efficiency during a backwash process. The cleaning chemicals can for this purpose, for example, from one or more Ghemikalienquelle (s) 23, such as Ghem ikalientanks or other suitable for storage of the corresponding Ghemikalien containers removed.
    Regardless of the type or exact composition of the backwash liquid, a filter module 10 is preferred with a backwash liquid volume flow of between 70 l / m 2 and 700 l / m 2 * h and a flow rate of backwash water through the filter module of between 0.02 m / s and backwash 1.0 m / s. Volume flows or flow velocities of the backwashing liquid in the stated ranges have proved to be expedient in order to achieve an efficient, as complete as possible cleaning of the hollow-fiber membranes of a filter module 10.
    In particular, the water treatment system 1, as shown in the Rig. 1, a gas supply device 2-4. The gas supply device 24 is to block the Riltermodule 10 on the one hand on the supply side either shut-bar or du rchström bar with the R iltermodu len 10 of the membrane filtration device line connected. In addition, the gas supply device 24 for circulating and mixing the water 2 in the water reservoir 3 can also optionally be shut off or flowed through with the return line (s) Ύ of the circulation recirculation device 4.
    The gas supply device 24 can be formed by various gas sources, for example gas cylinders or gas cartridges, which contain gases suitable for gas purging of the Rilter modules. For example, gas sources are suitable, which in particular include inert gases under overpressure. From such gas sources, the gas can be led to the Riltermodulen 1 O, for example via pressure reducing valves. Preferably, the Gaszufuh rvorrichtu ng 24 is formed by an air blower 25.
    For selectively shutting off or opening the line connections between the gas supply device 24 and the feed space 11 of the filter modules 10 is in the embodiment of R ig. 1 a common obturator 26 is provided. For selectively shutting off or opening the line connections between the gas supply device 24 and the return line (s) Ύ of the circulation recirculation device 4, at least one further shut-off element 27 is provided. As a result, on the one hand, the hollow-fiber membranes of the filter modules 10 can be lapped with the gas on the feed side. On the other hand, the gas for periodic or demand-dependent circulation or mixing of the water 2 in the water reservoir 3 also at one or more points in the water reservoir 3 has been initiated. To ensure a sufficient mixing of the water 2 in the water reservoir 3, the gas is preferably introduced into the water reservoir 3 at periodic time intervals between 0.05 Mm3 / m3wr * h and 5 Nm3 / m3wr * h. It can be provided that the gas supply device 24 is either used for flushing the Riltermodule 10, or is used for circulation or mixing of the water 2 in the water reservoir 3.
    Preferably, rinsing of the Riltermodule 10 with gas is carried out simultaneously with a backwashing of the Riltermodule 10 described above, wherein to improve the cleaning efficiency for the Riltermodule 1 O, the gas preferably via at least two feed side configured on the Riltermodulen 10 gas inlet ports 28 in the Riltermodule 10th is introduced.
    Lim to interrupt the Rilterationsbetrieb for the cleaning process, the shut-off or flow control member 14 has been closed to the Riltermodule 10 fluidly separated from the or the withdrawal line (s) 6. At the same time the obturator 18 can be opened to fluidly connect the Riltermodule with the drain 1 Ύ. Furthermore, the LJm switching means 19 can be switched to separate the Riltermodule 10 fluidly from the or the return line (s),, and connect the Riltermodule 10 fluidly with the backwashing liquid source 16. For the introduction of gas into the loading space 11 of the Riltermodule 10, the shut-off valve 26 can be opened, and thus all the filter modules 1 O are purged simultaneously with gas, the purge gas through the feed space 1 1 from bottom to top, and discharged through the drain ΛΎ can be.
    Preferably, a cleaning process for the membranes of the filter modules 1 O is carried out such that at the same time in all filter modules 1 O feed gas is introduced, and in sequential sequence each definable subsets of the filter modules 1 O backwash with the backwash liquid reversing the flow direction through the filter modules 1 O become. For this purpose, subsets of the filter modules 1 O filtratseitig associated shut-off valves 1 5 can be opened or closed in a sequential sequence. For example, in the cleaning operation, first the two in the rig. 1 shown left filter modules 1 O by opening the two filter modules 1 O associated shut-off valves 15 are backwashed with the backwash liquid. Subsequently, the backwashing process for the two in Rig. 1 shown left filter modules 10 are completed by closing these two shut-off valves 15, and then the two in the rig. 1 on the right dargestelIten filter modules 10 have been backwashed by opening the two Riltermodulen 10 associated shut-off valves 15 with the backwash liquid. Subsequently, the backwashing process for these two in Rig. 1 right dargestel Iten filter modules 10 by closing the two these Riltermodulen 10 associated shut-off valves 15 are terminated.
    However, it may also be expedient that a cleaning process for the membranes of the filter modules 10 is carried out such that gas is introduced simultaneously into all filter modules 10 on the feed side, and in a sequential sequence each filter module 10 individually with the backwash liquid, reversing the flow direction over the Filter modules 10 is backwashed.
    In the cleaning mode for the filter modules 10, in each filter module 10, a gas volume flow between 0.2 Nm.sup.3 / m.sup.2 * and 5.0 mm.sup.3 /m.sup.2 * h at a flow velocity of the gas in the filter module between 0.1 m / s and 2 is preferred m / s, initiated. A cleaning process by backwashing and simultaneous gas purging of the membranes of a filter module 10 is preferably terminated by stopping the supply of drinking water into the Riltermodul, which in the
    Filter module remaining backwash water is displaced through the Ges, and ebgeführt over a drain, and the RiltermeduI is filled before drinking again the Riltreti-onsbetriebs with drinking water.
    Cleaning of the filter modules can be carried out, for example, in periodic, fixed time intervals. Furthermore, it may be appropriate for you to carry out a cleaning or assisted backwashing of the filter modules 1 O depending on the bed. In particular, it is expedient to carry out a backflushing of the filter modules 1 O that is assisted, if - due to deposits on the membrane walls - a decrease in the flow rate is detected via a filter module 10 during the rinsing operation.
    To determine the Wesser flow rate over the Rilter modules 1 O in the Riltreti-onsbetrieb, in the in the rig. 1 of the illustrated embodiment, the flow rate sensor 29 is preceded by a purge flow sensor 29. Thus, a purge advance or assisted backflush flow for the finisher modules 10 may be made if the flow rate is less than a specified threshold , Basically, a Reinigungsvor-geng both menueil ice have been introduced to you eutometisiert. Preferably, a Reinigungsvorgeng is initiated and carried out by a suitably geschemmierten control device of the Wessereufbereitungssystems 1, so that a particularly efficient operation of the Wessereufbereitungssystems 1 has been provided kenn.
    Alternatively and / or additionally, the recirculation recirculation device 4 comprises at least two pressure sensors 30 for detecting the pressure loss across the filter modules 10 in the Riltretionsbetrieb, and know a Reinigungsvorgeng for the Riltermodule 1 O when exceeding a festlegberen SchwelIwerts for the pressure loss over the Riltermodule 1 O made or be initiated.
    In order to re-operate the filtration operation, back flushing of the first filter modules 1 O of the shut-off device 18 has been closed, and the switching means 1 9 has been returned to the Rilt-Retionsmod us to connect the Riltermodule 10 fluidically with the or the return line (s) Ύ, and the Riltermo - Dule 1 O fluidly separated from the backwashing liquid source 16. Mach opening the shut-off or flow control member 14, and opening all shut-off valves 15, the filtration operation can be resumed.
    To further improve the treatment of the water 2 in the water reservoir 3, the circulation recirculation device 4 of the water treatment system 1 may comprise an activated carbon filter 31, as in the embodiment of the rig. 1 is shown. By means of such an activated carbon filter 31, especially in the water 2 dissolved, non-particulate substances, in particular n iedermolekulare organic compounds from the water are removable. As in the rig. 1, an activated carbon filter 31 is preferably selectively shut-off or flow-connected with the lines of the circulation recirculation device 4 line connected. As a result, the water 2 can be selectively guided - by opening the valves 32 and closing the valve 33 - over the activated carbon filter 31, or the water 2 - by opening the valve 33 and closing the valves 32 - without passing through the activated carbon filter 31 into the water reservoir 3 been conducted. This may be useful, for example, to prevent removal of substances desired in the water, for example while the water reservoir 3 is being used for bathing. For all above-mentioned shut-off valves and / or flow control members 14, 15, 18, 19, 26, 27, 32 and 33 applies that shut-off or opening of line connections shut-off valves or -organe of various kinds can be used, for example, so-called / Auf / close valves'. Both manually adjustable and electronically automatically adjustable valves can be used. Preferably electronically controllable valves are used, so that the operation of the water treatment system 1 is made possible by means of automatic or programmable controls. In the aisle of a flow control member in particular continuously variable valves can be used.
    As in the embodiment according to the Rig. 1, the LJmI upre-circulation device 4 may also include one or more ion exchangers 34. For clarity, in the Rig. 1 only one ion exchanger 34 shown. Such ion exchangers 34 may be configured as cation exchangers or anion exchangers, and may advantageously be used primarily to remove ionic nutrient compounds from the water 2 by passing the water in the circulating recirculation device 4 through one or more ion exchangers 34.
    Furthermore, it may be expedient to arrange a metering device 35 in the circulating-recirculation device 4 of the water treatment system 1, by means of which metering device 35 substances from an oily liquid oil 36 antimicrobial I acting substances can be introduced into the water. For example, such an admixture of silver nanoparticles in the water 2 is possible.
    Finally, the water treatment system 1 may include a metering device 37, by means of which the fragrance from a source 38 fragrances can be added to the water. Im in the Eig. In the exemplary embodiment illustrated, such a metering device 37 is arranged in the longitudinal direction 4 on the rejuvenating device. In principle, a blending of fragrances can at best also take place directly in the water reservoir 3.
    The embodiments show possible embodiments of the water treatment system and the method for water treatment, it should be noted at this point that the invention is not limited to the specific dargestel Iten Ausfüh- variants of the same, but also various combinations of the individual embodiments are possible with each other and these Variability due to the teaching of technical action by objective invention in the skill of those working in this technical field is the expert.
    Furthermore, individual features or combinations of features from the different exemplary embodiments shown and described can also represent independent, inventive or inventive solutions.
    The task underlying the independent inventive solutions can be taken from the description. All statements of value ranges in the present description should be understood to include any and all sub-ranges thereof, e.g. is the statement 1 to 10 to be understood that all sub-areas, starting from the lower limit 1 and the upper limit 10 are included, ie. all subregions begin with a lower limit of 1 or greater and end at an upper limit of 10 or less, e.g. 1 to 1, Τ, or 3.2 to 8.1, or 5.5 to 1 O.
    Above all, the individual in the rig. 1 embodiments form the subject of independent solutions according to the invention. The relevant objects and solutions according to the invention can be found in the detailed descriptions of these figures.
    For the sake of order, it should finally be pointed out that, for a better understanding of the design of the water treatment system, this or its components have been shown schematically and in part unevenly and / or enlarged and / or reduced in size.
    LIST OF REFERENCES LIST 1 water treatment system 30 pressure sensor 2 water 31 activated carbon filter 3 water reservoir 32 inlet / outlet 4 circulation recirculation device 33 inlet / outlet 34 ion exchanger 5 delivery device 35 metering device 6 withdrawal line 36 oo chemicals source Ύ return line 37 metering device 8 filter device 38 perfume source 9 membrane filtration device IO filter module II charging chamber 12 Sealant 1 3 Eiltratraum 14 Flow control element 1 5 Shut-off valve 16 Backwash fluid source 1 ~ 7 Outflow 1 8 Shut-off valve 1 9 Switching means 20 Drinking water supply 21 Pressure reducer 22 Dosing device 23 Oxygen source 24 Gas supply device 25 Air blower 26 Shut-off device 27 Shut-off device 28 Gas inlet connection 29 Flow rate sensor
    权利要求:
    Claims (28)
    [1]
    Claims Λ. Water treatment system (1> for the treatment of in a water reservoir (3), for example, in a Schwimmbeoken, pond or aquarium befindlichem water (2), in particular for cleaning and sterilizing the water (2), comprising a circulation recirculation device (4) with a conveyor (5), one or more withdrawal line (s) (6) for withdrawing a definable amount of water (2) from the water reservoir (3) per unit time, and one or more recirculation line (s) (/ ") for recycling the water ( 2) into the water reservoir (3); a membrane filtration device (9) arranged in the linearization device (4), which comprises a plurality of flow filter modules (10) connected in parallel with respect to flow; Eiltermodule (10) on the feed side either shut-off or flow-through with the or the Entnahmeleitungien (6) and filtrate side either shut-off or flow-through with the or the return line (s) (7 ") are conductively connected, and wherein for cleaning the Eiltermodule (10) the Eiltermodule (10) filtrate side either shut off or flow-through with a backwash liquid source (16) are line connected and feed side selectively shut-off or flow-connected to a drain (17) are line connected, characterized that it comprises a gas supply device (24) which, for the purpose of cleaning the filter modules (10) of the membrane filtration device (9), can be shut off or flowed through on the supply side to the filter modules (10) so that all the filter modules (10) can be purged with gas, and which gas supply device (24) for circulation and mixing of the water (2) in the water reservoir (3) selectively shut-off or flow-through with the return line (s) (Z) of the circulation recirculation device (4) is conductively connected.
    [2]
    2. Water treatment system according to claim 1, characterized in that the R il termed le le (IO) at least two Gaseinu ngsansch I üsse (28) A ufweisen.
    [3]
    3. Water treatment system according to claim 1 or 2, characterized in that each Riltermodul (1 O) of the membrane filtration device (9) filtratseitig a shut-off valve (15) is assigned, so that the Riltermodule (1 O) each independently backwashable by means of the Rückspülflüssigkeitsquelle (16) are.
    [4]
    4. Water treatment system according to one or more of the preceding claims, characterized in that the Riltermodule (1 O) of the membrane filtration device (9) feed side via a common shut-off or flow control member (14) with the or the withdrawal line (s) (6) are line connected and the Riltermodule (1 O) on the supply side via a common flow control or obturator (18) with the outlet (17) are line connected, and that the Riltermodule (1 O) filtrateseitig via at least one switching means (19) with the or the return line (s ) (7 ") of the circulation recirculation device (4) and the backwash liquid source (16) are conductively connected.
    [5]
    5. Water treatment system according to one or more of the preceding claims, characterized in that the backwash liquid source (16) is formed by a drinking water supply line (20).
    [6]
    6. Water treatment system according to claim 5, characterized in that the Riltermodule (1 O) without the interposition of a conveyor device with the drinking water supply line (20) are line connected. Ύ. Wasseraufbituitu ngssyste m according to claim 5 or 6, characterized in that the drinking water supply line (20) for the filter modules (1 O) is associated with a pressure reducer (21).
    [8]
    8. Water treatment system according to one or more of claims 4 to Ύ, characterized in that the drinking water supply line (20) is associated with a metering device (22) for metering of cleaning chemicals in the drinking water.
    [9]
    9. Water treatment system according to one or more of the preceding claims, characterized in that the circulation recirculation device (4) comprises a flow rate sensor (29) for detecting the flow rate of the water (2) via the filter modules (1 O) in eggItrationsbetrieb. 1 O. Water treatment system according to one or more of the preceding claims, characterized in that the Umlaufrezirkulationsvor-direction (4) comprises at least two pressure sensors (30) for detecting the pressure loss across the Eiltermodule (1 O) in Eiltrationsbetrieb.
    1 . Water treatment system according to one or more of the preceding claims, characterized in that the circulation recirculation device (4) comprises an activated carbon filter (31).
    [12]
    Water treatment system according to one or more of the preceding claims, characterized in that the circulation recirculation device (4) comprises an ion exchanger (34) for the removal of ionic compound compounds.
    3. Water treatment system according to one or more of the preceding claims, characterized in that it comprises a metering device (37) for admixing fragrances in the water (2).
    [14]
    14. Water treatment system according to one or more of the preceding claims, characterized in that it comprises a metering device (35) for admixing antimicrobial substances in the water (2).
    5. Water treatment system according to one of the preceding Ansprü surface, characterized in that the number and the filtration capacity of the filter modules (1 O) are selected such that by the recirculation and filtration of the water (2) a removal rate for microorganisms can be achieved, which is greater as the growth rate of the microorganisms in the water (2) in the same time interval.
    [16]
    16. Water treatment system according to one of the preceding claims, characterized in that the number and the filtration capacity of the eilter modules (1 O) are selected such that the total in the water reservoir (3) contained volume of water (2), per day at least 1 IVIal and preferably between 2 IVIal and 10 IVIal by means of the membrane filtration device (9) has been filtered.
    [17]
    17. A method for the treatment of in a water reservoir (3), for example, in a swimming pool, pond or aquarium befindlichem water (2), in particular for cleaning and sterilizing the water (2), comprising: Removing a definable amount of water (2) per unit of time from the water reservoir (3) via one or more withdrawal line (s) (3) of a circulation recirculation device (4); Filtration of the withdrawn subset of the water (2) by means of a membrane filtration device (9) arranged in the oil recirculation device (4), wherein the membrane filtration device (9) comprises a plurality of flow modules (10) connected in parallel in terms of flow; Recycling the water into the water reservoir (3) via one or more recycle lines (7 ") of the circulating recirculation device (4); periodic or demand-dependent cleaning of the membranes of the Rilter modules (10) by backwashing with a backwash liquid, reversing the flow direction the filter modules (10) compared to Riltrati-onsbetrieb and discharging the waste liquid obtained during backwashing via a drain (1 7 "), characterized in that for cleaning the membranes of the Riltermodule (10) of the membrane filtration device (9) by means of a gas supply device (24 ) gas is introduced into the Riltermodule (10) on the feed side, or by means of the gas supply device (24) the gas periodically or as needed to circulation of the water (2) in the water reservoir (3) at one or more points in the water reservoir (3) is introduced.
    [18]
    18. The method of claim 1 7 ', characterized in that a cleaning process for the membranes of the Riltermodule (10) is performed such that at the same time in all Riltermodule (10) feed side gas is introduced, and in sequential order each definable "subsets of Riltermodule (1 O) with the backwash liquid by reversing the reflux direction via the Rilter modules (1 O).
    [19]
    19. The method according to claim 17 or 18, characterized in that a cleaning process for the membranes of the Riltermodule (1 O) is performed such that at the same time in all Riltermodule (1 O) gas is introduced on the supply side, and in sequential order each Riltermodul (1 O) is backwashed individually with the backwash liquid by reversing the flow direction via the filter modules (1 O).
    [20]
    20. The method according to one or more of claims 17 to 19, characterized in that the Riltermodule (1 O) backwashed with drinking water we rd e n.
    [21]
    21. A method according to claim 20, characterized in that the drinking water during the rewinding of a filter module (10) cleaning chemicals are added.
    [22]
    22. The method according to one or more of claims 1 to 21, characterized in that a filter module (1 O) with a Rückspülflüssigkeitsvolumsstrom between 70 l / m2mem * h and 700 l / m2mt; m * h and a flow rate of the backwash liquid in the filter module (1 O) between 0.02 m / s and 1, 0 m / s backwashed.
    [23]
    23. The method according to one or more of claims 1 to 22, characterized in that a filter module (1 O) on the feed side with a gas volume flow between 0.2 INIm3 / m2mom * h and 5.0 Nm3 / m2mem h and a flow velocity of Gas in the filter module (ΊΟ) between 0.1 m / s and 2 m / s to be cleaned.
    [24]
    24. The method according to one or more of claims 19 to 23, characterized in that for the completion of a cleaning and backwashing process for a filter module (1 O), the supply of drinking water in the filter module (1 O) is stopped, in the filter module ( 1 O) remaining backwash water is displaced by the gas and discharged via a drain (17), and the Ril termodul (1 O) is filled with drinking water before Wiederaufnah the filtration operation.
    [25]
    25. The method according to one or more of claims 1 to 24, characterized in that in the filtration operation, the flow rate of the water (2) via the filter modules (1 O) is detected, and a cleaning process for the filter modules (1 O) at a fall below a definable threshold for the flow rate is made.
    [26]
    26. The method according to one or more of claims 1 7 to 25, characterized in that in the filtration operation of the pressure loss over the Ril termodule (10) is detected, and a cleaning process for the filter modules (10) when exceeding a definable threshold value for the pressure loss is made.
    [27]
    27. The method according to one or more of claims 17 to 26, characterized in that for circulating the water (2) in the water reservoir (3) in periodic time intervals gas with a gas volume flow between 0.05 Mm3 / m3wr * h and 5 Mm3 / rn3Wr * h is introduced into the water reservoir (3).
    [28]
    28. The method according to one or more of claims 17 to 27, characterized in that the water (2) via a fluidically in the circulation recirculation device (4) arranged activated carbon filter (31> is performed.
    [29]
    29. The method according to one or more of claims 1 7 to 28, characterized in that ionic nutrient compounds by means of a fluidically in the circulation recirculation device (4) arranged ion exchanger (34) has been removed from the water (2).
    [30]
    30. The method according to one or more of claims 1 7 to 29, characterized in that the water (2) by means of a metering device (22) fragrances are added.
    [31]
    31. Method according to one or more of claims 17 to 30, characterized in that the water (2) by means of a metering device (37) antimicrobial substances are added.
    [32]
    32. The method according to one or more of claims 1 7 to 31, characterized in that the per unit time by means of Umlaufrezirkulations- device (4) from the water reservoir (3) removed subset of the water (2) is selected such that by the recirculation and filtration of the water (2) a removal rate for microorganisms is greater, which is greater than the growth rate of the microorganisms in the water (2) in the same time interval I.
    [33]
    33. The method according to one or more of claims Λ Ύ to 32, characterized in that the per unit time by means of the circulation recirculation device (4) from the water reservoir (3) removed subset of the water (2) is selected such that the total in Water reservoir (3) contained volume of water (2), per day at least 1 IVlaI and preferably between 2 IVl a I and 1 O IVl a I by means of the membrane filtration system (9) is filtered.
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    同族专利:
    公开号 | 公开日
    US20180021734A1|2018-01-25|
    EP3259234A1|2017-12-27|
    ES2733509T3|2019-11-29|
    DE112015005701A5|2017-09-14|
    AT516661B1|2017-01-15|
    EP3259234B1|2019-04-03|
    WO2016100998A1|2016-06-30|
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    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    ATA50937/2014A|AT516661B1|2014-12-22|2014-12-22|Water treatment system and process for the treatment of water in a water reservoir|ATA50937/2014A| AT516661B1|2014-12-22|2014-12-22|Water treatment system and process for the treatment of water in a water reservoir|
    ES15832791T| ES2733509T3|2014-12-22|2015-12-22|Water treatment system and procedure for water treatment located in a water tank|
    EP15832791.6A| EP3259234B1|2014-12-22|2015-12-22|Water treatment system and method for treating water located in a water reservoir|
    DE112015005701.3T| DE112015005701A5|2014-12-22|2015-12-22|Water treatment system and process for the treatment of water in a water reservoir|
    PCT/AT2015/050328| WO2016100998A1|2014-12-22|2015-12-22|Water treatment system and method for treating water located in a water reservoir|
    US15/538,303| US20180021734A1|2014-12-22|2015-12-22|Water treatment system and method for treating water located in a water reservoir|
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