JP6061446B2 - Water treatment method and water treatment system - Google Patents

Description

  The present invention relates to a water treatment method and a water treatment system using a reverse osmosis membrane separation device.

  Conventionally, high-purity pure water that does not contain impurities is used in semiconductor manufacturing processes, cleaning of electronic components, cleaning of medical instruments, and the like. This type of pure water is generally produced by treating raw water such as ground water or tap water with a reverse osmosis membrane (hereinafter also referred to as “RO membrane”).

  In a pure water production system using an RO membrane, a so-called fouling phenomenon occurs in which iron contained in the raw water (typically insoluble colloidal iron) is deposited on the membrane surface of the RO membrane. Thus, the salt removal rate and the amount of permeated water are reduced. For this reason, it is common to perform pre-processing with an iron removal device.

  The iron removal device is a facility that injects an oxidizing agent into raw water to insolubilize and remove iron. However, if the oxidant remains in the supply water to the RO membrane, the membrane itself deteriorates. Therefore, it is necessary to further provide an activated carbon filtration device after the iron removal device. Therefore, in the conventional pure water production system, the pretreatment for removing the oxidant remaining in the raw water is complicated, and it is inevitable that the cost of water production increases.

Therefore, the present applicant supplies soft water having a hardness of 5 mg CaCO ₃ / L or less to the RO membrane, thereby suppressing the oxidative deterioration of the RO membrane and increasing the salt removal rate to stably supply high-purity pure water. A method for producing pure water that can be used has been proposed (see Patent Document 1).

JP 2010-82610 A

  However, with conventional water softening devices, it is difficult to produce high-purity soft water with a sufficiently reduced hardness leak amount and to secure a practical water sampling amount for poor water quality hard water. there were. For example, in the countercurrent regeneration type water softening device disclosed in Patent Document 1, the ion exchange resin bed tends to flow during the regeneration process. For this reason, the regeneration rate of the ion exchange resin bed tends to be low, and it has been difficult to constantly supply high-purity soft water to the RO membrane. Further, in the water softening device of the split flow regeneration method disclosed in Patent Document 1, when using hard water with poor water quality, it is necessary to regenerate the exit region almost completely, and the regeneration conditions should be optimized. Is required.

  Accordingly, an object of the present invention is to provide a water treatment method and a water treatment system that can maintain a high salt removal rate and a permeated water amount even when hard water having poor water quality is used.

The present invention includes a hard water softening process in which raw water is softened in a cation exchange resin bed tower to produce soft water, and soft water produced in the hard water softening process is separated into permeated water and concentrated water by a first reverse osmosis membrane module. In the cation exchange resin bed tower, including a first reverse osmosis membrane separation step and a deaeration treatment step of degassing the permeated water obtained in the first reverse osmosis membrane separation step with a gas separation membrane module Is a softening process in which soft water is produced by passing raw water in a downward flow with respect to a cation exchange resin bed having a depth of 300 to 1500 mm; regenerating liquid is distributed from both the top and bottom of the cation exchange resin bed However, the cation exchange resin bed is operated by including a regeneration process in which a counter flow of the regeneration liquid is generated by collecting the liquid in the intermediate portion and the entire cation exchange resin bed is regenerated. The bottom of the base point In the softening process after the regeneration process, an electrical conductivity of 150 mS / L is supplied to the hardness leak prevention floor set to a depth of 100 mm while supplying a regeneration liquid amount with a regeneration level of 1 to 6 eq / LR. m and less than 500 mg CaCO ₃ / L of hard water is supplied, and the first reverse osmosis membrane module is a reverse osmosis membrane in which a negatively charged skin layer made of a crosslinked wholly aromatic polyamide is formed on the membrane surface The reverse osmosis membrane has a water permeability coefficient of 1.5 when a sodium chloride aqueous solution having a concentration of 500 mg / L, pH 7.0, and temperature of 25 ° C. is supplied at an operation pressure of 0.7 MPa and a recovery rate of 15%. ^{× 10 -11 m 3 · m -2} · s -1 · Pa -1 or higher, and salt rejection of at least 99%, related to the water treatment process.

Moreover, it is preferable to include a deionization process step of deionizing the treated water degassed in the deaeration process step with an electrodeionization module, an ion exchange resin mixed bed tower or a cation exchange resin single bed tower.

Moreover, it is preferable to include a second reverse osmosis membrane separation step in which the treated water degassed in the deaeration treatment step is further separated into permeated water and concentrated water by the second reverse osmosis membrane module.

  In addition, when the second reverse osmosis membrane separation step is included, the permeated water obtained in the second reverse osmosis membrane separation step is converted into an electrodeionization module, an ion exchange resin mixed bed tower or a cation exchange resin single bed tower. It is preferable to include a deionization treatment step for deionization treatment.

  Further, in the cation exchange resin bed tower, after the regeneration process, the raw water is distributed from both the top and bottom sides of the cation exchange resin bed and collected in the middle part to thereby counterflow the raw water. And is operated including an extrusion process for extruding the introduced regenerated liquid, in which the regenerated liquid is passed through the cation exchange resin bed at a linear velocity of 0.7-2 m / h, In the extrusion process, the raw water is preferably passed through the cation exchange resin bed at a linear velocity of 0.7 to 2 m / h and an extrusion rate of 0.4 to 2.5 BV.

The present invention also provides a hard water softening device that softens raw water by a cation exchange resin bed tower to produce soft water, and the soft water produced by the hard water softening device is permeated and concentrated by a first reverse osmosis membrane module. A first reverse osmosis membrane separation device that separates the permeated water obtained by the first reverse osmosis membrane separation device with a gas separation membrane module, and the cation exchange resin bed tower Softening process for producing soft water by passing raw water in a downward flow with respect to a cation exchange resin bed having a depth of 300 to 1500 mm housed in a basin; In the regeneration process, the valve means capable of switching to a regeneration process for regenerating the entire cation exchange resin bed by generating a counter flow of the regeneration liquid by collecting at the intermediate part while distributing liquid from Positive ion Regeneration liquid supply means for supplying a regenerated liquid amount with a regeneration level of 1 to 6 eq / LR for a hardness leak prevention floor whose depth is set to 100 mm with the bottom of the replacement resin bed as a base point, and after the regeneration process And a raw water supply means for supplying raw water having an electric conductivity of 150 mS / m or less and a total hardness of 500 mg CaCO ₃ / L or less, wherein the first reverse osmosis membrane module is crosslinked on the membrane surface. A reverse osmosis membrane having a negatively charged skin layer made of an aromatic polyamide is formed. The reverse osmosis membrane is an aqueous sodium chloride solution having a concentration of 500 mg / L, a pH of 7.0, and a temperature of 25 ° C. Water having a water permeability coefficient of 1.5 × 10 ⁻¹¹ m ³ · m ⁻² · s ⁻¹ · Pa ⁻¹ or more when supplied at 7 MPa and a recovery rate of 15%, and a salt removal rate of 99% or more. Processing system About.

Moreover, it is preferable to provide the electrodeionization module, the ion exchange resin mixed bed tower, or the cation exchange resin single bed tower which deionizes the treated water deaerated by the said deaeration processing apparatus .

Moreover, it is preferable to provide the 2nd reverse osmosis membrane separation apparatus which isolate | separates the treated water deaerated by the said deaeration processing apparatus into a permeated water and concentrated water further by a 2nd reverse osmosis membrane module.

  Further, in the configuration provided with the second reverse osmosis membrane separation device, an electrodeionization module, an ion exchange resin mixed bed tower or a cation for deionizing the permeated water obtained by the second reverse osmosis membrane separation device. It is preferable to provide an exchange resin single bed tower.

  In addition, after the regeneration process, the valve means generates a counter flow of the raw water by collecting the raw water from the both sides of the top and bottom of the cation exchange resin bed, and collecting the raw water at an intermediate portion. The regeneration liquid supply means passes the regeneration liquid through the cation exchange resin bed at a linear velocity of 0.7 to 2 m / h in the regeneration process. In the extrusion process, the raw water supply means is configured to feed raw water to the cation exchange resin bed at a linear velocity of 0.7 to 2 m / h and an extrusion amount of 0.4 to 2.5 BV. It is preferably configured to pass through.

  According to the present invention, it is possible to provide a water treatment method and a water treatment system that can maintain a high salt removal rate and a permeated water amount even when hard water having poor water quality is used.

1 is an overall configuration diagram of a water treatment system 1 according to a first embodiment. It is a schematic sectional drawing of the water softening apparatus 3. 4 is a flowchart of a process executed by the control unit 10. (A), (b) is explanatory drawing which shows the basic process performed by the control part 10. FIG. It is a whole block diagram of the water treatment system 1A which concerns on 2nd Embodiment. It is a whole block diagram of the water treatment system 1B which concerns on 3rd Embodiment.

(First embodiment)
First, the water treatment system 1 which concerns on 1st Embodiment of this invention is demonstrated, referring drawings. The water treatment system 1 is applied to, for example, a pure water production system that produces pure water from fresh water. FIG. 1 is an overall configuration diagram of a water treatment system 1 according to the first embodiment. FIG. 2 is a schematic cross-sectional view of the water softening device 3. FIG. 3 is a flowchart of a process executed by the control unit 10. FIGS. 4A and 4B are explanatory diagrams illustrating a basic process executed by the control unit 10.

As shown in FIG. 1, the water treatment system 1 according to the present embodiment includes a raw water pump 2, a hard water softening device 3, a salt water tank 4, a reverse osmosis membrane separation device 5, a deaeration treatment device 6, and a control. Part 10. Moreover, the water treatment system 1 is provided with the raw | natural water line L1, the soft water line L2, the salt water line L3, the drainage line L4, the water flow lines L5 and L7, and the concentrated water line L6.
The “line” in the present specification is a general term for lines capable of flowing a fluid such as a flow path, a radial path, and a pipeline.

  The upstream end of the raw water line L1 is connected to a supply source (not shown) of the raw water W1. On the other hand, the downstream end of the raw water line L1 is connected to a process control valve 32 (described later) of the water softening device 3.

  The raw water pump 2 is provided in the raw water line L1. The raw water pump 2 pumps raw water W1 such as tap water and groundwater supplied from a supply source toward the hard water softening device 3. The raw water pump 2 is electrically connected to a control unit 10 (described later) via a signal line (not shown). Operation (drive and stop) of the raw water pump 2 is controlled by the control unit 10.

  The raw water line L1 is provided with a raw water flow valve (not shown). The raw water flow valve opens and closes the raw water line L1. In the raw water flow valve, the valve body drive unit is electrically connected to the control unit 10 via a signal line (not shown). The opening and closing of the raw water flow valve is controlled by the control unit 10.

  The raw water line L1, the raw water pump 2, the raw water flow valve (not shown), and the raw water flow meter (or timer) (not shown) constitute raw water supply means in the present embodiment.

Further, the raw water line L1, the raw water pump 2 and the raw water flow valve (not shown) have an electrical conductivity of 150 mS / m or less and a total hardness of 500 mg CaCO ₃ / L or less in a softening process ST1 after a regeneration process ST3 described later. It also functions as raw water supply means for supplying the raw water W1 to the hard water softening device 3.

  The water softening device 3 is a facility for producing soft water W2 by replacing hardness components (calcium ions and magnesium ions) contained in the raw water W1 with sodium ions (or potassium ions) in a cation exchange resin bed 311 (described later). is there. As shown in FIG. 2, the water softening apparatus 3 is mainly configured by a pressure tank 31 as a cation exchange resin bed tower and a process control valve 32 as a valve means.

  The pressure tank 31 is a bottomed cylindrical body having an opening at the top, and the opening is sealed with a lid member. Inside the pressure tank 31, a cation exchange resin bed 311 made of cation exchange resin beads and a support bed 312 made of filtered gravel are accommodated.

  The cation exchange resin bed 311 functions as a treatment material that softens the raw water W1. The cation exchange resin bed 311 is stacked on the support bed 312 inside the pressure tank 31. The depth D1 of the cation exchange resin bed 311 is set in the range of 300 to 1500 mm.

  The support bed 312 functions as a fluid rectifying member for the cation exchange resin bed 311. The support floor 312 is accommodated on the bottom side of the pressure tank 31.

  In the pressure tank 31, a top screen 321 for preventing the cation exchange resin beads from flowing out is provided on the top of the cation exchange resin bed 311. The top screen 321 is connected to various lines constituting the process control valve 32 via a first flow path (not shown).

  The liquid distribution position and the liquid collection position by the top screen 321 are set near the top of the cation exchange resin bed 311. The top screen 321 functions as a top liquid distribution unit provided at the top of the cation exchange resin bed 311 and a top liquid collection unit provided at the top of the cation exchange resin bed 311.

  In the pressure tank 31, a bottom screen 322 for preventing the cation exchange resin beads from flowing out is provided at the bottom of the cation exchange resin bed 311. The bottom screen 322 is connected to various lines constituting the process control valve 32 through a second flow path (not shown).

  The liquid distribution position and the liquid collection position by the bottom screen 322 are set near the bottom of the cation exchange resin bed 311. The bottom screen 322 functions as a bottom liquid distribution unit provided at the bottom of the cation exchange resin bed 311 and a bottom liquid collection unit provided at the bottom of the cation exchange resin bed 311.

  In the pressure tank 31, an intermediate screen 323 for preventing the cation exchange resin beads from flowing out is provided above the hardness leak prevention floor 313 (described later) and in the intermediate portion in the depth direction of the cation exchange resin bed 311. Is provided. The intermediate screen 323 is connected to various lines constituting the process control valve 32 via a third flow path (not shown).

  The liquid collection position by the intermediate screen 323 is set near the intermediate part of the cation exchange resin bed 311. The intermediate part screen 323 functions as an intermediate part liquid collection part provided in the intermediate part of the cation exchange resin bed 311.

  The process control valve 32 includes various lines and valves therein. The process control valve 32 is a flow of the raw water W1 in the softening process ST1 for producing the soft water W2 by passing at least the raw water W1 in a downward flow with respect to the cation exchange resin bed 311; The salt water in the regeneration process ST3 that regenerates the whole of the cation exchange resin bed 311 by regenerating the entire cation exchange resin bed 311 by generating a counter flow of the salt water W3 by collecting at the middle while distributing from both sides of the top and bottom of the exchange resin bed 311 The flow of W3 can be switched.

  In the regeneration process ST3 in the present embodiment, as shown in FIG. 2, the hardness leak prevention floor 313 (described later) having a depth D2 set to 100 mm with the bottom (that is, the bottom) of the cation exchange resin bed 311 as a base point is used. On the other hand, salt water W3 is supplied in an amount such that the regeneration level is 1 to 6 eq / LR. Here, the regeneration level refers to the amount of the regenerant used for regenerating the unit volume ion exchange resin. Further, when sodium chloride is used as a regenerant, 1 eq corresponds to 58.5 g.

  The hardness leak prevention floor 313 is an area that needs to be sufficiently regenerated in the cation exchange resin bed 311 in order to prevent hardness leak in the softening process ST1 as much as possible. The depth of the hardness leak prevention floor 313 may be 100 mm, and hardness leak can be prevented as much as possible by regenerating at least the limited region at a predetermined reproduction level.

  In addition, the process control valve 32 collects the raw water W1 from the both sides of the top and bottom of the cation exchange resin bed 311 with respect to the cation exchange resin bed 311 after the regeneration process ST3. Thus, a counter flow of the raw water W1 is generated, and the flow of the raw water W1 in the extrusion process ST4 for pushing out the introduced salt water W3 can be switched.

  The process control valve 32 is connected to the upstream end of the drain line L4. From the drainage line L4, salt water W3 and raw water W1 used in the regeneration process, extrusion process, and the like are discharged as drainage W4.

  Furthermore, in the process control valve 32, the valve body drive section provided therein is electrically connected to the control section 10 via a signal line (not shown). Switching of the valve in the process control valve 32 is controlled by the control unit 10.

Here, each process implemented in the water softening apparatus 3 is demonstrated.
In the water treatment system 1 of the present embodiment, the control unit 10 described later performs the following processes ST1 to ST6 shown in FIG. 3 by switching the flow path of the process control valve 32.
(ST1) Softening process of passing raw water W1 from the top to the bottom with respect to the entire cation exchange resin bed 311 (ST2) Raw water W1 as washing water from the bottom to the top with respect to the entire cation exchange resin bed 311 Backwash process (ST3) to pass through The salt water W3 as a regenerated solution is passed from the top to the bottom with respect to the cation exchange resin bed 311 and the raw water W1 is mainly supplied to the hardness leak prevention bed 313 of the cation exchange resin bed 311. Regeneration process for passing from bottom to top (ST4) Raw water W1 as extrusion water is passed from top to bottom with respect to the cation exchange resin bed 311 and the raw water W1 is mainly hardness of the cation exchange resin bed 311. Extrusion process (ST5) for passing through the leak prevention floor 313 from bottom to top Raw water W1 as rinsing water is passed from top to bottom with respect to the cation exchange resin bed 311 Rinse process of (ST6) rehydration process of supplying the raw water W1 as makeup water to the brine tank 4

  Next, an operation method of the softening process ST1, the regeneration process ST3, and the extrusion process ST4 which are main processes among the processes ST1 to ST6 will be described.

In the softening process ST1, as shown in FIG. 4A, the raw water W1 is distributed from the top screen 321, and the raw water W1 is allowed to pass through the entire cation exchange resin bed 311 in a downward flow. Manufacturing. The produced soft water W2 is collected from the bottom screen 322.
In a softening process ST1 after a regeneration process ST3 described later, raw water W1 having an electric conductivity of 150 mS / m or less and a total hardness of 500 mgCaCO ₃ / L or less is supplied.

  In the regeneration process ST3, as shown in FIG. 4B, the salt water W3 is distributed from the top screen 321 and the salt water W3 is passed through the cation exchange resin bed 311 in a downward flow. At the same time, the salt water W3 is also distributed from the bottom screen 322, and the salt water W3 passes through the cation exchange resin bed 311 in an upward flow. Thereby, the counter flow of the salt water W3 is produced | generated, and the cation exchange resin bed 311 is reproduced | regenerated. In the regeneration process ST3, the salt water W3 is passed through the cation exchange resin bed 311 at a linear velocity of 0.7 to 2 m / h. Moreover, the salt water W3 of the quantity from which a regeneration level becomes 1-6 eq / LR is supplied with respect to the hardness leak prevention floor 313. FIG. The used salt water W3 obtained by regenerating the cation exchange resin bed 311 is collected from the intermediate screen 323. In this regeneration process ST3, the entire cation exchange resin bed 311 is regenerated by split flow regeneration that generates a counter flow of the salt water W3. In particular, in the split flow regeneration of the present invention, the salt water W3 having a specific regeneration level is supplied to the hardness leak prevention bed 313, so that the lower region of the cation exchange resin bed 311 including the hardness leak prevention bed 313 is included. Can be fully played.

  In extrusion process ST4 performed after completion | finish of regeneration process ST3, as shown in FIG.4 (b), as shown in FIG.4 (b), raw water W1 is distributed from the top screen 321, and the raw water W1 is made to flow down with respect to the cation exchange resin bed 311. Pass through. At the same time, the raw water W1 is also distributed from the bottom screen 322, and the raw water W1 passes through the cation exchange resin bed 311 in an upward flow. Thereby, the counter flow of the raw | natural water W1 is produced | generated, and the salt water W3 introduced into the cation exchange resin bed 311 is extruded. The raw water W1 that has passed through the cation exchange resin bed 311 is collected from the intermediate screen 323. In the extrusion process ST4, the raw water W1 is passed through the cation exchange resin bed 311 at a linear velocity of 0.7 to 2 m / h and an extrusion rate of 0.4 to 2.5 BV.

  In the regeneration process ST3, split flow regeneration is performed on the entire cation exchange resin bed 311. As a result, the entire cation exchange resin bed 311 is regenerated substantially evenly, but in particular, the lower region including the hardness leak prevention bed 313 can be sufficiently regenerated. Therefore, in the softening process ST1, the amount of sampled soft water W2 with high purity can be increased to the maximum. In split flow regeneration, raw water is used to extrude the regenerant, but the amount of extrusion is limited, so that the hardness leak prevention floor 313 is hardly contaminated and soft water W2 having the target purity is produced. Can do.

By performing this regeneration process ST3, in the subsequent softening process ST1, when the raw water W1 having an electric conductivity of 150 mS / m or less and a total hardness of 500 mg CaCO ₃ / L or less is supplied, the hardness leak amount is set to 0. High-purity soft water W2 having a concentration of 8 mgCaCO ₃ / L or less can be produced.

  In addition, description about illustration is abbreviate | omitted about back washing | cleaning process ST2, rinse process ST5, and water replenishment process ST6.

Again, the structure of the water treatment system 1 is demonstrated, referring FIG.
The salt water tank 4 stores salt water W3 for regenerating the cation exchange resin bed 311. The upstream end of the salt water line L3 is connected to the salt water tank 4. The downstream end of the salt water line L3 communicates with the process control valve 32 and is connected to various lines constituting the process control valve 32, respectively. The salt water line L3 is provided with a salt water valve (not shown). The salt water valve opens and closes the salt water line L3. The salt water valve is incorporated in the process control valve 32, and the drive unit of the valve body is electrically connected to the control unit 10 via a signal line (not shown). The opening and closing of the salt water valve is controlled by the control unit 10. The salt water tank 4 sends salt water W3 for regenerating the cation exchange resin bed 311 to the pressure tank 31 in the regeneration process ST3.
The salt water tank 4, a salt water valve (not shown), an ejector (not shown), and a salt water flow meter constitute a regenerating liquid supply unit in the present embodiment.

  The reverse osmosis membrane separation device 5 concentrates the soft water W2 produced by the water softening device 3 into the permeated water W5 from which dissolved salts and the like are removed by the reverse osmosis membrane (the RO membrane module 5b described later) and the dissolved salts and the like. This is a facility for performing membrane separation treatment on the concentrated water W6. The reverse osmosis membrane separation device 5 is connected to the downstream side of the water softening device 3 (process control valve 32) via the soft water line L2.

  The reverse osmosis membrane separation device 5 includes a pressure pump 5a and an RO membrane module 5b as a reverse osmosis membrane. The pressurizing pump 5a pressurizes the soft water W2 sent from the hard water softening device 3 and sends it to the RO membrane module 5b. The RO membrane module 5b includes a single or a plurality of RO membrane elements (not shown). The reverse osmosis membrane separation device 5 performs membrane separation treatment of the soft water W2 with these RO membrane elements to produce permeated water W5 and concentrated water W6.

  The upstream end of the water flow line L5 is connected to the permeate outlet of the RO membrane module 5b. The permeated water W5 obtained by the reverse osmosis membrane separation device 5 is sent to the deaeration treatment device 6 through the water passage line L5. The upstream end of the concentrated water line L6 is connected to the concentrated water outlet of the RO membrane module 5b. The concentrated water W6 obtained by the reverse osmosis membrane separation device 5 is discharged to the outside through the concentrated water line L6. In order to keep the flow velocity on the membrane surface within a predetermined range, a part of the concentrated water W6 is returned to the soft water line L2 on the upstream side of the reverse osmosis membrane separation device 5, and the other concentrated water W6 is discharged to the outside. It may be configured.

The RO membrane module 5b in this embodiment has a reverse osmosis membrane (not shown) in which a negatively charged skin layer made of a crosslinked wholly aromatic polyamide is formed on the membrane surface. The reverse osmosis membrane, concentration 500 mg / L, pH 7.0, sodium chloride aqueous solution temperature 25 ° C., the operating pressure 0.7 MPa, the water permeability coefficient when supplied at a recovery rate of 15%, 1.5 × 10 ^{- 11} m ³ · m ⁻² · s ⁻¹ · Pa ⁻¹ or more and a salt removal rate of 99% or more. In the reverse osmosis membrane set to such a performance, in the desalination treatment of fresh water, the lower the hardness of the feed water, the lower the salt removal rate (ie, (feed water EC− Permeated water EC) / feed water EC × 100) has a characteristic of increasing. Therefore, by constantly supplying high-purity soft water W2 (as an actual value, 0.8 mg CaCO ₃ or less) produced by the water softening device 3 that performs split flow regeneration, a high salt removal rate (usually 98. 5% or more) can be maintained.

Here, the operating pressure is an average operating pressure defined by JIS K3802-1995 “Membrane Term”. The operating pressure indicates an average value of the primary side inlet pressure and the primary side outlet pressure of the RO membrane module 5b.
Recovery and the feed water to the RO membrane module 5b (here, aqueous sodium chloride solution), the amount of the flow rate _{Q 2} of the permeate to the flow rate to _{Q 1 (i.e., Q 2 / Q 1 × 100} ) refers to.
The water permeation coefficient is a value obtained by dividing the permeated water amount [m ³ / s] by the membrane area [m ² ] and the effective pressure [Pa], and is an index indicating the water permeation performance of the reverse osmosis membrane. That is, the water permeation coefficient means the amount of water that permeates the unit area of the membrane per unit time when a unit effective pressure is applied. The effective pressure is defined by JIS K3802-1995 “Membrane Term” and is a pressure obtained by subtracting the osmotic pressure difference and the secondary pressure from the operating pressure (average operating pressure).
The salt removal rate is a value calculated from the concentration of specific salts before and after permeating the membrane (here, sodium chloride concentration), and is an index indicating the solute blocking performance of the reverse osmosis membrane. The salt removal rate is determined by (1−C ₂ / C ₁ ) × 100 from the inlet concentration (C ₁ ) to the RO membrane module 5 b and the permeated water concentration (C ₂ ).

  The reverse osmosis membrane that satisfies the conditions of the water permeability coefficient and the salt removal rate of this embodiment is commercially available as a reverse osmosis membrane element. As the reverse osmosis membrane element, for example, Toray Industries, Inc .: model name “TMG20-400”, Unjin Chemical, Inc .: model name “RE8040-BLF”, Nitto Denko Corporation: model name “ESPA1”, etc. may be used. it can.

  The degassing treatment device 6 degasses the free carbonic acid (carbon dioxide gas) contained in the permeated water W5 produced by the reverse osmosis membrane separation device 5 by the gas separation membrane module, and degassed water W7 as pure water. Is the equipment to get. The deaeration treatment device 6 is connected to the downstream side of the reverse osmosis membrane separation device 5 through a water passage line L5. In this embodiment, an external perfusion type gas separation membrane module made of a hollow fiber membrane is used. Examples of gas separation membrane modules suitable for such applications include DIC Corporation: product names “SEPAREL EF-002A-P”, “SEPAREL EF-040P”, and the like.

  The control unit 10 includes a microprocessor (not shown) including a CPU and a memory. The control unit 10 controls the operation of the process control valve 32 based on a detection signal or the like input from a raw water flow meter (not shown) or a salt water flow meter. The memory stores in advance a control program for performing the operation of the water softening device 3 of the present embodiment. The CPU controls the process control valve 32 so as to sequentially switch the softening process ST1 to the water refill process ST6 described above in accordance with a control program stored in the memory.

  In the water treatment system 1 configured as described above, the raw water W1 supplied from the supply source (not shown) of the raw water W1 through the raw water line L1 is supplied to the process control valve 32 of the hard water softening device 3 by the raw water pump 2. Sent out. The raw water W1 is softened by passing through the cation exchange resin bed 311 of the pressure tank 31 to produce soft water W2. The soft water W2 is further sent to the reverse osmosis membrane separation device 5 via the soft water line L2. In the reverse osmosis membrane separation device 5, the soft water W2 is subjected to membrane separation processing in the RO membrane module 5b, and the permeated water W5 and the concentrated water W6 are produced. The permeated water W5 is further sent to the deaeration treatment device 6. In the degassing treatment device 6, the permeated water W5 is degassed by the gas separation membrane module to obtain degassed water W7. Thereafter, the deaerated water W7 is sent as pure water to the secondary purification device and the demand point through the water flow line L7.

According to the water treatment system 1 which concerns on 1st Embodiment mentioned above, the following effects are show | played, for example.
In the water treatment system 1 of the present embodiment, the cation exchange resin bed 311 of the water softening device 3 distributes the salt water W3 to the top screen 321 and the bottom screen 322 of the cation exchange resin bed 311, respectively. Operation is performed including a regeneration process ST3 in which a counter flow of the salt water W3 is generated by collecting liquid at 323 and the entire cation exchange resin bed 311 is regenerated. Therefore, high-purity soft water W2 having a sufficiently reduced hardness leak amount can be obtained to the maximum within a practical water sampling range.

  Further, in the water treatment system 1 of the present embodiment, in the regeneration process ST3, with respect to the hardness leak prevention floor 313 in which the depth D2 (see FIG. 2) is set to 100 mm with the bottom of the cation exchange resin bed 311 as a base point, An amount of salt water W3 that provides a regeneration level of 1 to 6 eq / LR is supplied. Therefore, in the cation exchange resin bed 311, the hardness leak prevention floor 313, which is an outlet region important for prevention of hardness leak, can be almost completely regenerated. According to this, in the softening process ST1, even when hard water of poor water quality having a high hardness level is used as the raw water W1, it is possible to obtain high-purity soft water W2 in which the amount of hardness leak is suppressed to the limit.

  Therefore, according to the water treatment system 1 of the present embodiment, in the softening process ST1, even when hard water of poor water quality is used as the raw water W1, high-purity soft water W2 is constantly supplied to the reverse osmosis membrane separation device 5. Therefore, not only oxidative deterioration in the RO membrane module 5b but also scaling and fouling can be suppressed, and a high salt removal rate can be maintained.

  Moreover, in the water treatment system 1 of this embodiment, in the regeneration process ST3, the salt water W3 passes through the cation exchange resin bed 311 of the water softening device 3 at a linear velocity of 0.7 to 2 m / h. Driven. In the extrusion process ST4, the raw water W1 passes through the cation exchange resin bed 311 of the water softening device 3 at a linear velocity of 0.7 to 2 m / h and an extrusion amount of 0.4 to 2.5 BV. To be driven. In this way, by regulating the linear velocity of the liquid flow in the regeneration process and the extrusion process to the above-described conditions, the regeneration efficiency of the cation exchange resin bed 311 can be increased, and the amount of water collected from the soft water W2 can be increased. Further, by limiting the extrusion amount of the extrusion process to the above-described conditions, even when hard water having poor water quality is used as the extrusion water, the contamination of the hardness leak prevention floor 313 due to the hardness component is suppressed, and the soft water W2 Purity can be increased.

  Furthermore, the water treatment system 1 of the present embodiment includes a deaeration treatment device 6 on the downstream side of the reverse osmosis membrane separation device 5. Therefore, free carbonic acid that cannot be removed by the reverse osmosis membrane separation device 5 can be removed by the subsequent deaeration treatment device 6. Therefore, pure water with higher purity can be produced.

(Second Embodiment)
Next, a water treatment system 1A according to a second embodiment of the present invention will be described with reference to FIG. FIG. 5 is an overall configuration diagram of a water treatment system 1A according to the second embodiment. In the second embodiment, differences from the first embodiment will be mainly described. For this reason, the same code | symbol is attached | subjected about the same (or equivalent) structure as 1st Embodiment, and detailed description is abbreviate | omitted. The description of the first embodiment is appropriately applied to points that are not particularly described in the second embodiment.

  As shown in FIG. 5, a water treatment system 1A according to the present embodiment includes a raw water pump 2, a hard water softening device 3, a salt water tank 4, a reverse osmosis membrane separation device 5, a deaeration treatment device 6, and an electric And an electrodeionization device 7 as a deionization module. The water treatment system 1A includes a raw water line L1, a soft water line L2, a salt water line L3, a drainage line L4, water flow lines L5, L7, and L8, and concentrated water lines L6 and L9.

In the present embodiment, the “concentrated water W6” in the first embodiment is referred to as “first concentrated water W6”, and the concentrated water obtained by the electrodeionization apparatus 7 is referred to as “second concentrated water W9”.
In this embodiment, the point provided with the electrodeionization apparatus 7 in the downstream of the deaeration processing apparatus 6 differs from 1st Embodiment. Since other configurations are the same as those of the first embodiment, detailed description thereof is omitted.

  In the present embodiment, the upstream end of the water flow line L7 is connected to the deaerated water outlet of the deaeration treatment device 6. The electrodeionization device 7 is connected to the downstream side of the deaeration treatment device 6 via a water passage line L7. The deaerated water W7 obtained by the deaeration treatment device 6 is sent to the electrodeionization device 7 through the water passage line L7.

  The electric deionizer 7 is a facility for performing a membrane separation process for separating the deaerated water W7 obtained by the deaeration processor 6 into a deionized water W8 and a second concentrated water W9 by an ion exchange membrane (not shown). It is.

  Specifically, the electrodeionization apparatus 7 includes a demineralization chamber and a concentration chamber (both not shown). The desalting chamber and the concentration chamber are formed by alternately arranging a cation exchange membrane and an anion exchange membrane (both not shown) between a pair of electrodes. Among these, the cation exchange resin and the anion exchange resin are accommodated in the desalting chamber. The desalting chamber only needs to contain at least a cation exchange resin (the reason will be described later).

  The electrodeionization device 7 is electrically connected to a power supply circuit (not shown). In addition to the function of the first embodiment, the control unit 10 of this embodiment has a function of applying a predetermined DC voltage to the electrodeionization device 7 via a power supply circuit.

  In the electrodeionization apparatus 7, when a DC voltage is applied between the pair of electrodes, the permeated water W5 that could not be removed by the reverse osmosis membrane separation apparatus 5 due to the selective movement of ions through the ion exchange membrane. Residual ions contained are removed in a desalting chamber. Thereby, deionized water W8 as pure water is produced in the desalting chamber. In the electrodeionization apparatus 7, the second concentrated water W9 having a high ion concentration is produced from the degassed water W7 in the concentration chamber.

  The upstream end of the water flow line L8 is connected to the demineralization chamber of the electrodeionization apparatus 7. The deionized water W8 produced by the electrodeionization device 7 is sent as pure water to the secondary purification device and the demand point through the water flow line L8. On the other hand, the upstream end of the concentrated water line L9 is connected to the concentration chamber of the electrodeionization apparatus 7. The second concentrated water W9 produced by the electrodeionization apparatus 7 is discharged to the outside through the concentrated water line L9. The second concentrated water W9 can be returned to the water flow line L5 on the upstream side of the pressure pump 6a via the concentrated water line L9 without being discharged to the outside.

  According to 1 A of water treatment systems of 2nd Embodiment mentioned above, the effect similar to the water treatment system 1 of 1st Embodiment is show | played. In particular, the water treatment system 1 </ b> A according to the present embodiment includes an electrodeionization device 7 on the downstream side of the deaeration treatment device 6. Therefore, ions contained in the permeate W5 that could not be removed by the reverse osmosis membrane separation device 5 can be further removed by the electrodeionization device 7. Therefore, pure water with higher purity can be produced.

In addition, although this embodiment demonstrated the structure provided with the electrodeionization apparatus 7 as an apparatus which performs a deionization process, not only this but an ion exchange resin mixed bed tower or a cation exchange resin single bed tower is used. It is good also as a structure provided.
The ion exchange resin mixed bed tower is one in which a cation exchange resin and an anion exchange resin are mixed in one tower. In the ion-exchange resin mixed bed tower, cations and anions contained in the degassed water W7 are simultaneously removed.

On the other hand, the cation exchange resin single-bed column contains only the cation exchange resin in one column (also called a cation polisher). The RO membrane module 5b of this embodiment includes a reverse osmosis membrane having a negatively charged skin layer formed thereon. For this reason, the RO membrane module 5b tends to remove anions, but tends to allow cations to pass therethrough (this tendency promotes ionization of weak acids such as carbonic acid, silicic acid (silica), boric acid and the like). Therefore, it becomes more remarkable when the pH of the soft water W2 is increased). In this case, the cation that has permeated through the reverse osmosis membrane separation device 5 is removed by a cation exchange resin single-bed column provided on the downstream side. Thus, when a cation exchange resin single bed column is used, anions and cations are removed stepwise.
In the electrodeionization apparatus 7 described above, even when only the cation exchange resin is accommodated in the demineralization chamber, the anion and the cation are stepped in the same manner as in the case where the single cation exchange resin bed is used. Can be removed. That is, in the electrodeionization apparatus 7, cations that have permeated through the reverse osmosis membrane separation apparatus 6 are removed.

  As described above, the reverse osmosis membrane separation device 5 could not completely remove the deionization treatment even when the ion exchange resin mixed bed tower or the cation exchange resin single bed tower was used. Ions contained in the permeated water W5 can be further removed.

(Third embodiment)
Next, a water treatment system 1B according to a third embodiment of the present invention will be described with reference to FIG. FIG. 6 is an overall configuration diagram of a water treatment system 1B according to the third embodiment. In the third embodiment, differences from the first embodiment will be mainly described. For this reason, the same code | symbol is attached | subjected about the same (or equivalent) structure as 1st Embodiment, and detailed description is abbreviate | omitted. Moreover, the description of 1st Embodiment is used suitably about the point which is not demonstrated especially in 2nd Embodiment.

  As shown in FIG. 6, the water treatment system 1B according to this embodiment includes a raw water pump 2, a hard water softening device 3, a salt water tank 4, a first reverse osmosis membrane separation device 5, and a deaeration treatment device 6. The 2nd reverse osmosis membrane separation apparatus 8 and the control part 10 are provided. The water treatment system 1 includes a raw water line L1, a soft water line L2, a salt water line L3, a drainage line L4, water flow lines L5, L7, and L10, and concentrated water lines L6 and L11.

In the present embodiment, the “reverse osmosis membrane separation device 5” in the first embodiment is referred to as a “first reverse osmosis membrane separation device 5”. The 1st reverse osmosis membrane separation apparatus 5 of this embodiment is an installation which performs the membrane separation process of the soft water W2, and manufactures the 1st permeated water W5 and the 1st concentrated water W6.
In the present embodiment, the permeated water W5 of the first embodiment is referred to as “first permeated water W5”, and the concentrated water W6 of the first embodiment is referred to as “first concentrated water W6”. In this embodiment, the permeated water produced by the second reverse osmosis membrane separator 8 is referred to as “second permeate W10”, and the concentrated water produced by the second reverse osmosis membrane separator 8 is designated as “second concentrated water”. Water W11 ”.

  The water treatment system 1B according to the present embodiment is different from the first embodiment in that a second reverse osmosis membrane separation device 8 is provided on the downstream side of the first reverse osmosis membrane separation device 5 via a degassing treatment device 6. Different. Since other configurations are the same as those of the first embodiment, detailed description thereof is omitted.

  The configuration of the second reverse osmosis membrane separation device 8 in the present embodiment is the same as that of the first reverse osmosis membrane separation device 5. That is, the pressure pump 8 a of the second reverse osmosis membrane separation device 8 is the same as the pressure pump 5 a of the first reverse osmosis membrane separation device 5. Further, the RO membrane module 8b of the second reverse osmosis membrane separation device 8 may have the same characteristics as the RO membrane module 5b of the first reverse osmosis membrane separation device 5, or may have different characteristics. As the RO membrane module 8b, for example, an NF membrane module having a nanofiltration membrane having pores looser than those of a normal reverse osmosis membrane can be used. The second reverse osmosis membrane separation device 8 performs membrane separation treatment on the deaerated water W7 deaerated by the deaeration device 6 using these RO membrane elements to produce the second permeated water W10 and the second concentrated water W11. To do.

  The upstream end of the water flow line L10 is connected to the permeate outlet of the RO membrane module 8b. The 2nd permeated water W10 manufactured with the 2nd reverse osmosis membrane separation apparatus 8 is sent to a secondary refinement | purification apparatus and a demand location as a pure water via the water flow line L10. The upstream end of the concentrated water line L11 is connected to the concentrated water outlet of the RO membrane module 8b. The second concentrated water W11 produced by the second reverse osmosis membrane separation device 8 is discharged to the outside through the concentrated water line L11. In addition, the 2nd concentrated water W11 can also be returned to the water flow line L5 of the upstream of the pressurization pump 6a via the concentrated water line L11, without discharging | emitting outside.

  According to water treatment system 1B of a 3rd embodiment mentioned above, the same effect as water treatment system 1 of a 1st embodiment is produced. In particular, the water treatment system 1B of the present embodiment further includes a second reverse osmosis membrane separation device 8 via a degassing treatment device 6 on the downstream side of the first reverse osmosis membrane separation device 5. Therefore, ions contained in the first permeated water W5 that could not be removed by the first reverse osmosis membrane separation device 5 can be further removed by the second reverse osmosis membrane separation device 8. Therefore, pure water with higher purity can be produced.

  In addition, in this embodiment, it is good also as a structure further equipped with the electrodeionization apparatus 7 shown in 2nd Embodiment as an apparatus which performs a deionization process in the downstream of the 2nd reverse osmosis membrane separation apparatus 8. FIG. Moreover, it is good also as a structure provided with the ion exchange resin mixed bed tower or the cation exchange resin single bed tower instead of the electrodeionization apparatus 7. FIG. In such a configuration, ions contained in the second permeated water W10 that could not be removed by the first reverse osmosis membrane separation device 5 and the second reverse osmosis membrane separation device 8 can be further removed. Accordingly, pure water with higher purity can be produced.

  As mentioned above, although preferred embodiment of this invention was described, this invention can be implemented with a various form, without being limited to embodiment mentioned above.

  For example, in the first to third embodiments, an alkaline agent addition device (not shown) is provided in the soft water line L2, and the alkaline agent is added to the soft water W2 supplied to the reverse osmosis membrane separation device (first reverse osmosis membrane separation device) 5. It is good also as a structure which adds. Examples of the alkaline agent include sodium hydroxide and potassium hydroxide. When an alkaline agent is added to the soft water W2 produced by the hard water softening device 3 to raise the pH to 8 or more, free carbonic acid contained in the soft water W2 is ionized and changed to hydrogen carbonate ions or carbonate ions. For this reason, in the reverse osmosis membrane separation device (first reverse osmosis membrane separation device) 5 provided on the downstream side, ionized free carbonic acid (hydrogen carbonate ions or carbonate ions) can be efficiently removed. Accordingly, pure water with higher purity can be produced.

  Moreover, since the free carbonic acid contained in the soft water W2 is sufficiently removed by the reverse osmosis membrane separation device (first reverse osmosis membrane separation device) 5 by adding an alkaline agent to the soft water W2, the deaeration treatment device 6 The load can be reduced. That is, the deaeration processing device 6 can be downsized.

  Moreover, since the solubility of the silicic acid (silica) contained in the soft water W2 increases when an alkali agent is added to the soft water W2, it is possible to suppress the generation of silica-based scale, and as a result, the recovery rate of pure water is increased. Can be improved. Moreover, since the dissociation (ionization) of boric acid is accelerated | stimulated by adding an alkaline agent to soft water W2 and setting pH to 9 or more, the removal rate of boric acid can be improved.

  Further, in the third embodiment, when an ion exchange resin mixed bed tower is further provided on the downstream side of the second reverse osmosis membrane separation device 8, by adding an alkali agent to the degassed water W7, silicic acid is added. By promoting the dissociation (ionization) of (silica), the life of the ion-exchange resin mixed bed tower can be extended. That is, when undissociated silicic acid remains in the second permeated water W10, the nonionic silicic acid is physically adsorbed and accumulated in the pores of the anion exchange resin. Therefore, it becomes difficult to recycle the anion exchange resin. On the other hand, when the dissociated silicic acid remains in the second permeated water W10, the ionic silicic acid is removed by ion exchange with the anion exchange resin. Is possible. For this reason, in the latter case, the load of the ion-exchange resin mixed bed tower is reduced, and the life can be extended.

Furthermore, about the structure which provided the alkaline agent addition apparatus, there exist the following embodiments.
In the configuration in which the deaeration treatment device 6 is connected to the downstream side of the reverse osmosis membrane separation device 5 as in the first embodiment, the carbonate load of the permeate W5 supplied to the deaeration treatment device 6 is unstable. In the deaeration treatment device 6, the removal of free carbonic acid becomes insufficient, and the purity of the pure water produced becomes unstable.

  Therefore, as described in the second embodiment, in a configuration in which a cation exchange resin single-bed tower is further connected to the downstream side of the deaeration treatment device 6, the carbon dioxide concentration detection means (not shown) is connected to the soft water line L2 ( It is provided on the inlet side of the reverse osmosis membrane separation device 5. As the carbon dioxide concentration detecting means, for example, there is a combination of a pH meter and an M alkalinity meter in addition to the carbon dioxide concentration meter. These carbonic acid concentration detection means are electrically connected to the control unit 10 through a signal line. The measurement value detected by the carbonic acid concentration detection means is transmitted to the control unit 10. The alkaline agent addition device is electrically connected to the control unit 10 through a signal line. The addition or non-addition of the alkaline agent to the soft water line L2 by the alkaline agent addition device is controlled by the control unit 10.

  The control unit 10 controls addition or non-addition of the alkaline agent by the alkaline agent addition device based on the measurement value detected by the carbonic acid concentration detection means. The controller 10 uses the measured value of the carbonic acid concentration when the carbonic acid concentration detecting means is a carbonic acid concentration meter in the determination of the addition or non-addition of the alkaline agent. Further, when the carbonic acid concentration detecting means is a pH meter and an M alkalinity meter, the control unit 10 uses an estimated value of the carbonic acid concentration calculated based on the respective measured values.

  The control part 10 controls the addition amount of the alkaline agent to the soft water line L2 by the following control procedures, for example. The control unit 10 compares the measured value (or the calculated estimated value) A transmitted from the carbonic acid concentration detecting means with the carbonic acid concentration value (set value) B that can be removed by the deaeration processing device 6. And the control part 10 controls an alkaline agent addition apparatus so that an alkaline agent may be added to the soft water line L2, when measurement value A> = carbonic acid concentration value B. In addition, when the measured value A <carbonic acid concentration value B, the control unit 10 controls the alkaline agent adding device so that the alkaline agent is not added to the soft water line L2. This control is performed at predetermined time intervals or in real time.

  Thus, when the addition or non-addition of the alkaline agent is controlled based on the measured value (or estimated value) of the carbonic acid concentration contained in the soft water W2, even if the carbonic acid load of the soft water W2 is unstable, In the reverse osmosis membrane separation device 5, free carbonic acid can be sufficiently removed. Therefore, the purity of the pure water produced can be stabilized. Moreover, since the addition amount of the alkaline agent can be optimized, the amount of the alkaline agent to be used can be minimized.

  In addition, when a cation exchange resin single-bed tower is connected to the downstream side of the degassing treatment device 6, the interval between the regeneration treatments with the regenerant can be extended, so that the amount of the regenerant used can be reduced. It becomes possible. Incidentally, when an ion-exchange resin mixed bed tower is connected to the downstream side of the degassing treatment device 6, the purity of pure water can be increased, but the amount of the regenerant used in the regeneration process increases. Increase.

  The carbonic acid concentration detection means described above may be provided in the water flow line L7 (exit side of the deaeration device 6). In this case, the carbonic acid concentration of the deaerated water W7 delivered from the deaeration treatment device 6 is measured.

  Moreover, it is good also as a structure which provided the electrical conductivity detection means (not shown) instead of a carbonic acid concentration detection means. An example of the electrical conductivity detection means is an electrical conductivity meter. In the determination of addition or non-addition of the alkaline agent, the control unit 10 uses a measured value of electrical conductivity when the electrical conductivity detecting means is an electrical conductivity meter. The electric conductivity detection means is provided on the outlet side of the water flow line L5 (the outlet side of the reverse osmosis membrane separation device 5) or the cation exchange resin single bed tower.

  In this case, the control unit 10 compares the measured value A transmitted from the electrical conductivity detecting means with the electrical conductivity (set value) B corresponding to the carbonic acid concentration value that can be removed by the degassing device 6. To do. And the control part 10 controls an alkali agent addition apparatus so that an alkali agent may be added to the soft water line L2, when measured value A> = electric conductivity B. Moreover, the control part 10 controls an alkaline agent addition apparatus so that an alkaline agent may not be added with respect to the soft water line L2, when measured value A <electrical conductivity B.

  In the above-described embodiment in which the alkaline agent is added, the example in which the addition amount of the alkaline agent is controlled while the addition amount of the alkaline agent is constant has been described. Not limited to this example, the amount of alkali agent added may be controlled to be variable according to the measured amount of carbonic acid concentration.

  Further, as described in the third embodiment (FIG. 6), even when the cation exchange resin single bed tower (not shown) is further provided on the downstream side of the second reverse osmosis membrane separation device 8. The same effect can be obtained by applying a technique for controlling the addition or non-addition of the alkaline agent based on the measured value (or estimated value) of the carbonic acid concentration contained in the soft water W2.

  Further, as described in the second embodiment (see FIG. 5), a configuration in which an ion exchange resin mixed bed tower is provided on the downstream side of the deaeration treatment device 6 may be adopted. Even in such a configuration, the same effect can be obtained by applying a method of controlling the addition or non-addition of the alkaline agent based on the measured value (or estimated value) of the carbonic acid concentration contained in the soft water W2. Can be obtained. In this case, the carbonic acid concentration detection means is provided in the soft water line L2 (inlet side of the reverse osmosis membrane separation device 5) or the water flow line L7 (outlet side of the degassing device 6). Moreover, when using an electrical conductivity detection means, an electrical conductivity detection means is provided in the water flow line L5 (exit side of the reverse osmosis membrane separation apparatus 5) or the exit side of an ion exchange resin mixed bed tower.

  Furthermore, also in the configuration of the third embodiment (FIG. 6), by applying a method of controlling the addition or non-addition of the alkaline agent based on the measured value (or estimated value) of the carbonic acid concentration contained in the soft water W2. The same effect can be obtained. In this case, the carbonic acid concentration detection means is provided in the soft water line L2 (the inlet side of the first reverse osmosis membrane separation device 5) or the water flow line L7 (the outlet side of the deaeration treatment device 6). Moreover, when using an electrical conductivity detection means, an electrical conductivity detection means is the water flow line L5 (outlet side of the 1st reverse osmosis membrane separation apparatus 5) or the water flow line L10 (2nd reverse osmosis membrane separation apparatus 8). On the exit side).

  In each of the above embodiments, an acid addition device (not shown) is provided between the reverse osmosis membrane separation device (first reverse osmosis membrane separation device) 5 and the deaeration treatment device 6 and supplied to the deaeration treatment device 6. An acid (for example, hydrochloric acid, sulfuric acid, etc.) may be added so that the pH of the permeated water (first permeated water) W5 is 6 or less.

  In the first to third embodiments, a raw water tank for supplying the raw water W1 to the raw water line L1 may be provided separately from the supply source of the raw water W1, and equipment including the raw water tank may be used as the raw water supply means. In this case, the raw water W1 stored in the raw water tank is supplied to the hard water softening device 3 as washing water, extrusion water, and rinsing water.

1, 1A, 1B Water treatment system 3 Hard water softening device 4 Salt water tank 5 Reverse osmosis membrane separation device (first reverse osmosis membrane separation device)
5b RO membrane module (reverse osmosis membrane)
6 Degassing treatment device 7 Electrodeionization device (Electrodeionization module)
8 Second reverse osmosis membrane separation device 10 Control unit 31 Pressure tank (cation exchange resin bed tower)
32 Process control valve (valve means)
311 Cation exchange resin bed 313 Hardness leak prevention floor 321 Top screen 322 Bottom screen 323 Middle screen L1 Raw water line L2 Soft water line L3 Salt water line L4 Drain lines L5, L6, L8, L10 Water flow lines L7, L9, L11 Concentrated water Line W1 Raw water W2 Soft water W3 Salt water (regenerated liquid)
W4 Drainage W5 Permeate (first permeate)
W6 Concentrated water (first concentrated water)
W7 Deaerated water W8 Deionized water W9, W11 Second concentrated water W10 Second permeated water

Claims (10)

A water softening process in which raw water is softened in a cation exchange resin bed tower to produce soft water;
A first reverse osmosis membrane separation step of separating soft water produced in the hard water softening step into permeated water and concentrated water by a first reverse osmosis membrane module;
A degassing treatment step of degassing the permeated water obtained in the first reverse osmosis membrane separation step with a gas separation membrane module ,
In the cation exchange resin bed tower, a softening process for producing soft water by passing raw water in a downward flow with respect to a cation exchange resin bed having a depth of 300 to 1500 mm; Distributing from both sides of the top and bottom, while generating a counter flow of the regenerated liquid by collecting in the middle part, is operated including a regeneration process to regenerate the entire cation exchange resin bed,
In the regeneration process, while supplying the amount of regeneration liquid with a regeneration level of 1 to 6 eq / LR to the hardness leak prevention floor set to a depth of 100 mm with the bottom of the cation exchange resin bed as a base point, In the softening process after the regeneration process, hard water having an electric conductivity of 150 mS / m or less and a total hardness of 500 mg CaCO ₃ / L or less is supplied.
The first reverse osmosis membrane module has a reverse osmosis membrane in which a negatively charged skin layer made of a crosslinked wholly aromatic polyamide is formed on the membrane surface,
The reverse osmosis membrane has a water permeability coefficient of 1.5 × 10 ⁻¹¹ when a sodium chloride aqueous solution having a concentration of 500 mg / L, pH 7.0, and temperature of 25 ° C. is supplied at an operating pressure of 0.7 MPa and a recovery rate of 15%. m ³ · m ⁻² · s ⁻¹ · Pa ⁻¹ or more and the salt removal rate is 99% or more,
Water treatment method. A deionization treatment step of deionizing the treated water degassed in the deaeration treatment step with an electrodeionization module, an ion exchange resin mixed bed tower or a cation exchange resin single bed tower;
The water treatment method according to claim 1. A second reverse osmosis membrane separation step of separating the treated water degassed in the deaeration treatment step into permeated water and concentrated water by a second reverse osmosis membrane module;
The water treatment method according to claim 1. Including a deionization treatment step of deionizing the permeated water obtained in the second reverse osmosis membrane separation step with an electrodeionization module, an ion exchange resin mixed bed tower or a cation exchange resin single bed tower,
The water treatment method according to claim 3. In the cation exchange resin bed tower, after the regeneration process, raw water is distributed from both the top and bottom sides of the cation exchange resin bed and collected in the middle to generate a counter flow of the raw water. Operated including an extrusion process for extruding the introduced regenerated liquid,
In the regeneration process, the regeneration solution is passed through the cation exchange resin bed at a linear velocity of 0.7 to 2 m / h, and in the extrusion process, the raw water is 0.7 to 2 in the cation exchange resin bed. Passing at a linear velocity of 2 m / h and an extrusion rate of 0.4 to 2.5 BV,
The water treatment method as described in any one of Claims 1-4. A water softening device for producing soft water by softening raw water in a cation exchange resin bed tower;
A first reverse osmosis membrane separation device for separating soft water produced by the hard water softening device into permeated water and concentrated water by a first reverse osmosis membrane module;
A degassing treatment device for degassing the permeated water obtained by the first reverse osmosis membrane separation device with a gas separation membrane module;
A softening process for producing soft water by passing raw water in a downward flow through a cation exchange resin bed having a depth of 300 to 1500 mm housed in the cation exchange resin bed tower; Valve means capable of switching to a regeneration process that regenerates the whole of the cation exchange resin bed by generating a counter flow of the regeneration liquid by collecting at the middle part while distributing from both sides of the top and bottom of the bed When,
In a regeneration process, a regeneration solution for supplying a regeneration solution amount of a regeneration level of 1 to 6 eq / LR to a hardness leak prevention bed whose depth is set to 100 mm with the bottom of the cation exchange resin bed as a base point Supply means;
A raw water supply means for supplying raw water having an electrical conductivity of 150 mS / m or less and a total hardness of 500 mg CaCO ₃ / L or less in a softening process after the regeneration process;
The first reverse osmosis membrane module has a reverse osmosis membrane in which a negatively charged skin layer made of a crosslinked wholly aromatic polyamide is formed on the membrane surface,
The reverse osmosis membrane has a water permeability coefficient of 1.5 × 10 ⁻¹¹ when a sodium chloride aqueous solution having a concentration of 500 mg / L, pH 7.0, and temperature of 25 ° C. is supplied at an operating pressure of 0.7 MPa and a recovery rate of 15%. m ³ · m ⁻² · s ⁻¹ · Pa ⁻¹ or more and the salt removal rate is 99% or more,
Water treatment system. An ionization module, an ion exchange resin mixed bed tower or a cation exchange resin single bed tower for deionizing treated water degassed by the degassing apparatus ;
The water treatment system according to claim 6. A second reverse osmosis membrane separation device for separating the treated water deaerated by the deaeration treatment device into permeated water and concentrated water by a second reverse osmosis membrane module;
The water treatment method according to claim 6. Comprising an electrodeionization module, an ion exchange resin mixed bed tower or a cation exchange resin single bed tower for deionizing the permeated water obtained by the second reverse osmosis membrane separation device,
The water treatment system according to claim 8. The valve means was introduced after the regeneration process by collecting the raw water from both sides of the top and bottom of the cation exchange resin bed and collecting the intermediate water to collect a counter flow of the raw water. It is configured to be switchable to an extrusion process that extrudes the regenerated liquid,
The regeneration liquid supply means is configured to pass the regeneration liquid through the cation exchange resin bed at a linear velocity of 0.7 to 2 m / h in the regeneration process.
The raw water supply means is configured to pass the raw water through the cation exchange resin bed at a linear velocity of 0.7 to 2 m / h and an extrusion rate of 0.4 to 2.5 BV in the extrusion process. The
The water treatment system according to any one of claims 6 to 9.

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