JP6255686B2 - Water treatment equipment - Google Patents

Description

  The present invention includes a reverse osmosis membrane module that separates feed water into permeate and first concentrated water, and an electrodeionization stack that produces desalted water and second concentrated water by desalting the permeate. The present invention relates to a water treatment apparatus provided.

  High-purity pure water that does not contain impurities is used in the manufacture of pharmaceuticals and cosmetics, the cleaning of electronic parts and precision equipment, and the like. In the case of producing this kind of pure water, generally, raw water such as ground water and tap water is subjected to membrane separation treatment with a reverse osmosis membrane module to produce permeated water from which most of dissolved salts are removed. Thereafter, the purity is further increased by purifying the permeate with an electrodeionization stack. In the following description, the reverse osmosis membrane module is “RO membrane module”, the reverse osmosis membrane element is “RO membrane element”, the reverse osmosis membrane used for the RO membrane element is “RO membrane”, and “the electrodeionization stack”. Is also referred to as an “EDI stack”.

  In the water treatment apparatus provided with the RO membrane module, the flow rate of the permeated water is set in advance so that the maximum amount of water consumed at the demand point can be covered. On the other hand, the RO membrane has a water permeability coefficient that varies depending on the temperature of the supplied water and the state of the membrane (pore blockage and oxidative deterioration of the material). That is, the flow rate of the permeate varies depending on the temperature of the feed water and the state of the membrane. Therefore, flow rate feedback water volume control and pressure feedback water volume control are performed as a method of operating while maintaining the flow rate of permeate water constant (see Patent Document 1). For example, in the flow rate feedback water amount control, an inverter controls the drive frequency of the pump that sends the supplied water to the RO membrane module so that the detected flow rate value of the permeated water becomes a preset target flow rate value.

JP 2005-296945 A

  In a water treatment apparatus that performs flow rate feedback water amount control, the flow rate of permeated water may be detected by a flow rate sensor provided at a remote position on the downstream side of the RO membrane module. For example, in a configuration in which an electrodeionization stack is connected to the downstream side of the RO membrane module, flow rate feedback water amount control of the RO membrane module may be performed based on the detected flow rate value of the flow sensor provided on the downstream side of the EDI stack. . Thus, when the flow path distance between the RO membrane module and the flow rate sensor (flow rate detection means) is long, the changed pump drive frequency (operation amount) is reflected in the detected flow rate value (control amount). Therefore, it is conceivable that the detected flow rate value does not easily converge to the target flow rate value, and the amount of desalted water (pure water) produced by the water treatment device becomes unstable.

  Therefore, an object of the present invention is to provide a water treatment device that can stabilize the amount of desalted water produced even when the flow path distance between the reverse osmosis membrane module and the flow rate detection means is long. And

The present invention includes a reverse osmosis membrane module that separates supply water into permeated water and first concentrated water, and first flow rate detection means that detects a flow rate of permeated water produced by the reverse osmosis membrane module. A pump that is driven at a rotational speed according to the driving frequency, sucks the supplied water and discharges it toward the reverse osmosis membrane module, an inverter that outputs a driving frequency corresponding to the input command signal to the pump, and an input An electrical deionization stack that produces desalted water and second concentrated water by desalting the permeated water with the generated electric power, and the electric deionization stack that supplies electric power having a current value or voltage value corresponding to an input command signal. A DC power supply device to be supplied to, a second flow rate detection means for detecting a flow rate of demineralized water produced by the electrodeionization stack, and a first detection which is a flow rate of permeated water detected by the first flow rate detection means Flow A first control unit that calculates a driving frequency of the pump by a feedback control algorithm so that the value becomes a preset first target flow rate value, and outputs a command signal corresponding to the calculated value of the driving frequency to the inverter And a second control unit that outputs a command signal corresponding to the current value or voltage value to the DC power supply device so that power of a preset current value or voltage value is supplied to the electrodeionization stack. The first control unit includes the first target so that a second detected flow rate value, which is a flow rate of demineralized water detected by the second flow rate detecting means , becomes a preset second target flow rate value. The present invention relates to a water treatment device that changes a flow rate value.

  Further, the first control unit, when the second detected flow value exceeds the preset second target flow value, decreases the first target flow value by a preset flow unit, When the second detected flow rate value is equal to or less than the second target flow rate value set in advance, it is preferable to increase the first target flow rate value by a preset flow rate unit.

  In addition, the second controller may be configured to provide a current value of electric power supplied to the electrodeionization stack according to a water temperature and / or a quality of the demineralized water and / or the second concentrated water produced by the electrodeionization stack, or It is preferable to change the voltage value.

  In addition, the second control unit is configured to provide a current value of electric power supplied to the electrodeionization stack as the water temperature and / or water quality of the demineralized water and / or the second concentrated water produced by the electrodeionization stack decreases. Alternatively, the current value or voltage of the power supplied to the electrodeionization stack as the temperature and / or the quality of the demineralized water and / or the second concentrated water produced in the electrodeionization stack increases by increasing the voltage value. It is preferred to decrease the value.

  ADVANTAGE OF THE INVENTION According to this invention, even when the flow path distance of a reverse osmosis membrane module and a flow volume detection means is separated, the water treatment apparatus which can stabilize the amount of pure water produced more can be provided.

1 is an overall schematic diagram of a pure water production apparatus 1 according to a first embodiment. It is the front | former part of the whole block diagram of the pure water manufacturing apparatus 1 which concerns on 1st Embodiment. It is the middle stage part of the whole block diagram of the pure water manufacturing apparatus 1 which concerns on 1st Embodiment. It is a back | latter stage part of the whole block diagram of the pure water manufacturing apparatus 1 which concerns on 1st Embodiment. 4 is a flowchart illustrating a processing procedure when a target flow rate value is set in the first control unit 31. 5 is a flowchart showing a processing procedure when flow rate feedback water amount control is executed in the first control unit 31. 7 is a flowchart illustrating a processing procedure when voltage value control of the DC power supply device 50 is executed in the second control unit 32. It is the whole schematic diagram of the pure water manufacturing apparatus 1A which concerns on 2nd Embodiment. It is the 1st middle stage part of the whole block diagram of the pure water manufacturing apparatus 1A which concerns on 2nd Embodiment. It is the 2nd middle stage part of the whole block diagram of the pure water manufacturing apparatus 1A which concerns on 2nd Embodiment. It is a back | latter stage part of the whole block diagram of the pure water manufacturing apparatus 1A which concerns on 2nd Embodiment.

Hereinafter, an embodiment when the water treatment apparatus according to the present invention is applied to a pure water production apparatus will be described.
(First embodiment)
First, the pure water manufacturing apparatus 1 which concerns on 1st Embodiment is demonstrated, referring drawings. FIG. 1 is an overall schematic diagram of a pure water production apparatus 1 according to the first embodiment. FIG. 2A is a front part of the overall configuration diagram of the pure water producing apparatus 1 according to the first embodiment. FIG. 2B is a middle part of the entire configuration diagram of the pure water producing apparatus 1 according to the first embodiment. FIG. 2C is a rear part of the entire configuration diagram of the pure water producing apparatus 1 according to the first embodiment. The pure water production apparatus 1 according to the present embodiment is applied to, for example, a pure water production apparatus that produces demineralized water (deionized water) from raw water (for example, tap water). The desalinated water produced by the pure water production apparatus 1 is sent as pure water to a demand location or the like. In the pure water production apparatus 1 according to the present embodiment, supplying pure water to a demand point or the like is also referred to as “water sampling”.

  As shown in FIG. 1, the pure water manufacturing apparatus 1 according to the first embodiment includes a first optional device OP1, a prefilter 4, a second optional device OP2, a pressurizing pump 5, an inverter 6, and a reverse RO membrane module 7 as the osmotic membrane module, third optional device OP3, first flow path switching valve V71, electrodeionization stack (hereinafter also referred to as “EDI stack”) 16, and second flow path switching valve V72, 4th option apparatus OP4, the control unit 30 (the 1st control part 31 and the 2nd control part 32), the input operation part 40, the DC power supply device 50, and the display part 60 are provided.

  The first option device OP <b> 1 to the fourth option device OP <b> 4 are devices installed in the pure water production apparatus 1 as optional equipment that can be attached to and detached from the pure water production apparatus 1. The first optional device OP <b> 1 includes a water softener 2 and an activated carbon filter 3. The second optional device OP2 includes a hardness sensor S1 and a residual chlorine sensor S2. The third optional device OP3 includes a decarboxylation device 15. The fourth optional device OP4 includes a second specific resistance sensor RS2, a total organic carbon sensor TOC, and a third temperature sensor TE3.

  In addition, as shown in FIG. 1, the pure water production apparatus 1 includes a supply water line L1, a permeate water line L21, an RO permeate return line L41, an RO concentrated water return line L51, and a desalted water line L3. A demineralized water return line L42, an EDI concentrated water line L52, and a water supply line L4 are provided. 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.

  2A to 2C, in addition to the configuration shown in FIG. 1, the pure water production apparatus 1 includes a first on-off valve V11 to a seventh on-off valve V17, a vacuum breaker valve V41, and a pressure reducing valve V42. A supply water supply valve V31, a first drain valve V32 to a third drain valve V34, a first constant flow valve V51 to a fifth constant flow valve V55, and a first check valve V61 to a fifth check valve V65. A first pressure gauge P1 to a sixth pressure gauge P6, a first pressure sensor PS1 to a fourth pressure sensor PS4, a pressure switch PSW, a first temperature sensor TE1 and a second temperature sensor TE2, and a first flow rate detection. A first flow rate sensor FM1 as means, a second flow rate sensor FM2 as second flow rate detection means, a first electrical conductivity sensor EC1, and a first specific resistance sensor RS1.

  In FIG. 1 and FIG. 2A to FIG. 2C, although the path of electrical connection is omitted, the control unit 30 (described later) is configured to supply water supply valve V31, first flow path switching valve V71, and second flow path switching valve V72. , First drain valve V32 to third drain valve V34, pressure switch PSW, first temperature sensor TE1 to third temperature sensor TE3, first pressure sensor PS1 to fourth pressure sensor PS4, first flow rate sensor FM1 and second flow rate. The sensor FM2, the first electrical conductivity sensor EC1, the first specific resistance sensor RS1 and the second specific resistance sensor RS2, the total organic carbon sensor TOC, the hardness sensor S1, the residual chlorine sensor S2, and the like are electrically connected.

First, the front part of the overall configuration diagram in the pure water production apparatus 1 will be described.
As shown in FIGS. 1 and 2A, the supply water W1 flows through the supply water line L1. The supply water line L1 is a line through which the supply water W1 is circulated to the RO membrane module 7. The supply water line L1 includes a first supply water line L11 and a second supply water line L12.

  The raw water W11 (supply water W1) flows through the first supply water line L11. The first supply water line L11 is a line that connects a supply source (not shown) of the raw water W11 and the water softener 2. The upstream end of the first supply water line L11 is connected to a supply source (not shown) of the raw water W11. Further, the downstream end of the first supply water line L <b> 11 is connected to the water softener 2.

  As shown in FIG. 2A, the first supply water line L11 is provided with a connecting portion J1, a first on-off valve V11, and a water softener 2 in order from the upstream side. The first on-off valve V11 is a manual valve that can be operated to open and close the first supply water line L11.

  The water softener 2 is an apparatus that manufactures the soft water W12 (feed water W1) by replacing the hardness component contained in the raw water W11 with sodium ions. The water softener 2 has an ion exchange tower containing a cation exchange resin bed in a pressure tank.

  Soft water W12 (supply water W1) flows through the second supply water line L12. The second supply water line L12 is a line through which the soft water W12 is circulated to the RO membrane module 7. The second supply water line L <b> 12 is a line that connects the water softener 2 and the RO membrane module 7. As shown in FIG. 2A, the upstream end of the second supply water line L <b> 12 is connected to the water softener 2. As shown in FIG. 2B, the downstream end of the second supply water line L12 is connected to the primary side input port (the inlet of the supply water W1) of the RO membrane module 7.

  As shown in FIG. 2A, in order from the upstream side, the second on-off valve V12, the connecting portion J2, the third on-off valve V13, the activated carbon filter 3, the fourth on-off valve V14, and the connecting portion are connected to the second supply water line L12. J3, the prefilter 4, the connection part J4, and the connection part J5 are provided. In addition, after the connecting portion J5, as shown in FIG. 2B, as shown in FIG. J8, pressurizing pump 5, connecting portion J9, and RO membrane module 7 are provided. The second on-off valve V12 to the fifth on-off valve V15 are manual valves that can be operated to open and close the second supply water line L12. The supply water supply valve V31 is an automatic valve that can control the opening and closing of the second supply water line L12. The supply water supply valve V31 is electrically connected to the control unit 30. The opening and closing of the supply water replenishing valve V31 is controlled by a flow path opening / closing signal transmitted from a first control unit 31 (described later) of the control unit 30.

  The activated carbon filter 3 is a device that removes chlorine components (mainly free residual chlorine) contained in the soft water W12 (feed water W1). The activated carbon filter 3 has a filtration tower in which a filter medium bed made of activated carbon is housed in a pressure tank. The activated carbon filter 3 purifies the soft water W12 (feed water W1) by decomposing and removing the chlorine component contained in the soft water W12, adsorbing and removing organic components, and capturing suspended substances.

  The prefilter 4 is a filter that removes fine particles contained in the soft water W12 (supply water W1) purified by the activated carbon filter 3. The prefilter 4 is configured by accommodating a filter element in an internal housing. As the filter element, for example, a nonwoven fabric filter element or a thread-wound filter element having a filtration accuracy of 1 to 50 μm is used.

  The hardness sensor S1 is a device that measures the total hardness (that is, the hardness leak amount) of the supply water W1 flowing through the supply water line L1. The residual chlorine sensor S2 is a device that measures the free residual chlorine concentration (that is, chlorine leak amount) of the supply water W1 flowing through the supply water line L1. As shown in FIG. 2A, the hardness sensor S1 and the residual chlorine sensor S2 are connected to the supply water line L1 at the connection portion J5 via the measurement line L110. The connecting part J5 is disposed between the prefilter 4 and the fifth on-off valve V15 in the supply water line L1. The hardness sensor S1 and the residual chlorine sensor S2 are electrically connected to the control unit 30. The hardness leak amount measured by the hardness sensor S1 and the chlorine leak amount measured by the residual chlorine sensor S2 are transmitted as detection signals to the first control unit 31 of the control unit 30, respectively.

Next, the middle part of the overall configuration diagram in the pure water production apparatus 1 will be described.
As shown in FIG. 2B, a vacuum breaker valve V41 is connected to the connecting portion J6. The vacuum breaker valve V41 is a normally closed pressure operating valve, and when the pressure inside the supply water line L1 becomes lower than the atmospheric pressure, the valve body opens and sucks air. By providing the vacuum breaker valve V41, even if the raw water W11 (feed water W1) is cut off and the feed water line L1 becomes negative pressure, it is possible to prevent problems such as damage to the membrane of the RO membrane module 7. it can.

  The pressure reducing valve V42 is a device that adjusts the pressure of the soft water W12 that has passed through the water softener 2, the activated carbon filter 3, and the prefilter 4 to a pressure lower than the pressure of the concentrated water W3 flowing out from the RO membrane module 7. The pressure reducing valve V42 adjusts the pressure of the soft water W12 so that the pressure of the concentrated water W3 is larger than the pressure of the soft water W12 (pressure of the soft water W12 <pressure of the concentrated water W3). Thereby, a part of the concentrated water W3 is circulated to the soft water W12, and the supply water in which the concentrated water W3 is mixed with the soft water W12 is supplied to the RO membrane module 7. That is, in the RO membrane module 7, a cross-flow type separation operation for producing permeated water is performed while circulating the supply water by the pressure pump 5.

  The downstream end of the desalted water return line L42 described later is connected to the connecting portion J59. The connecting portion J51 is connected to the downstream end portion of the RO permeate return line L41, which will be described later, and the downstream end portion of the RO concentrated water return line L51.

  The pressurizing pump 5 is a device that sucks in the supply water W1 flowing through the supply water line L1 and pumps (discharges) it toward the RO membrane module 7. The pressurizing pump 5 is supplied with driving power whose frequency is converted from the inverter 6. The pressurizing pump 5 is driven at a rotational speed corresponding to the frequency of the supplied driving power (hereinafter also referred to as “driving frequency”).

  The inverter 6 is an electric circuit (or a device having the circuit) that supplies driving power whose frequency is converted to the pressure pump 5. The inverter 6 is electrically connected to the control unit 30. A command signal is input to the inverter 6 from the first control unit 31 of the control unit 30. The inverter 6 outputs driving power having a driving frequency corresponding to the command signal (current value signal or voltage value signal) input by the first control unit 31 to the pressurizing pump 5.

  The RO membrane module 7 separates the supply water W1 pumped by the pressurizing pump 5 into permeate water W2 from which dissolved salts have been removed and concentrated water W3 as first concentrated water from which dissolved salts have been concentrated. . The RO membrane module 7 is configured by accommodating a single or a plurality of spiral RO membrane elements in a pressure vessel (vessel). Examples of the RO membrane used for the RO membrane element include a crosslinked aromatic polyamide composite membrane. Examples of RO membrane elements composed of a crosslinked aromatic polyamide composite membrane include: Toray Industries, Inc .: model name “TMG20-400”, Eunjin Chemical Co., Ltd .: model name: “RE8040-BLF”, Nitto Denko Corporation: model name: “ESPA1” Are commercially available, and these elements can be suitably used.

  The RO concentrated water return line L51 is a line for returning a part W31 of the concentrated water W3 separated by the RO membrane module 7 to the supply water line L1. The upstream end of the RO concentrated water return line L51 is connected to the primary outlet port (the outlet of the concentrated water W3) of the RO membrane module 7. The downstream end of the RO concentrated water return line L51 is connected to the supply water line L1 at the connection J51. The RO concentrated water return line L51 is provided with a first check valve V61 and a first constant flow valve V51.

  The RO concentrated water discharge line L61 is a line for discharging the remaining portion W32 of the concentrated water W3 separated by the RO membrane module 7 from the middle of the RO concentrated water return line L51 to the outside of the apparatus. The upstream end portion of the RO concentrated water discharge line L61 is connected to the connection portion J53. The connecting portion J53 is disposed between the RO membrane module 7 and the connecting portion J52 in the RO concentrated water return line L51. The upstream end portions of the first concentrated water drain line L611, the second concentrated water drain line L612, and the third concentrated water drain line L613 are connected to the RO concentrated water discharge line L61 at the connecting portions J55 and J56.

  The first concentrated water drain line L611 to the third concentrated water drain line L613 are provided with a first drain valve V32 to a third drain valve V34, and a second constant flow valve V52 to a fourth constant flow valve V54, respectively. Yes. The second constant flow valve V52 to the fourth constant flow valve V54 are set to different flow values. The first drainage valve V32 to the third drainage valve V34 can individually open and close the first concentrated water drainage line L611 to the third concentrated water drainage line L613. By appropriately selecting the number of the first drain valve V32 to the third drain valve V34 that are opened, the drainage flow rate of the concentrated water W3 discharged to the outside of the apparatus can be adjusted. By this adjustment, the recovery rate of the permeated water W2 can be maintained at a preset value. The recovery rate of the permeated water W2 is the ratio (%) of the permeated water W2 to the flow rate of the soft water W12 supplied to the RO membrane module 7 (the supplied water W1 before the part W31 of the concentrated water W3 is mixed). Say.

  The first drain valve V32 to the third drain valve V34 are electrically connected to the control unit 30, respectively. Opening and closing of the first drain valve V32 to the third drain valve V34 is controlled by a drive signal transmitted from the first control unit 31 of the control unit 30.

  The downstream ends of the first concentrated water drainage line L611, the second concentrated water drainage line L612, and the third concentrated water drainage line L613 are connected to the upstream end of the merged drainage line L62 at the connecting portions J57 and J58. Has been. The downstream end portion of the combined drainage line L62 is connected or opened to a drainage pit (not shown), for example. A second check valve V62 is provided in the middle of the combined drainage line L62.

  The permeated water line L <b> 21 is a line through which the permeated water W <b> 2 separated by the RO membrane module 7 flows through the EDI stack 16. As shown in FIGS. 2B and 2C, the permeate water line L21 includes a front-stage permeate water line L211, a middle-stage permeate water line L212, a desalting chamber inflow line L213, and a concentration chamber inflow line L214.

  As shown in FIG. 2B, the upstream end of the front-stage permeate line L211 is connected to the secondary port (the outlet of the permeate W2) of the RO membrane module 7. As shown in FIG. 2C, the downstream end of the front-stage permeate line L211 is connected to the middle-stage permeate line L212 and the RO permeate return line L41 via the first flow path switching valve V71. .

  As shown in FIG. 2B, a upstream side permeate line L211 is provided with a third check valve V63, a connection portion J10, a connection portion J11, and a sixth on-off valve V16 in order from the upstream side. Further, after the sixth on-off valve V16, as shown in FIG. 2C, a decarboxylation device 15, a connection portion J31, a connection portion J32, and a first flow path switching valve V71 are provided. The sixth on-off valve V16 is a manual valve that can be operated to open and close the front-stage permeate line L211.

Next, the latter part of the entire configuration diagram in the pure water production apparatus 1 will be described.
In FIG. 2C, the decarboxylation device 15 is a facility that obtains degassed water (degassed permeated water) by degassing the free carbonic acid (dissolved carbon dioxide gas) contained in the permeated water W2 with a gas separation membrane module. . By providing the decarboxylation device 15 on the downstream side of the RO membrane module 7, free carbon dioxide that easily permeates the RO membrane can be removed from the permeated water W <b> 2. Accordingly, it is possible to obtain the permeated water W2 having a higher purity. In the decarboxylation device 15 of the present embodiment, an external perfusion type gas separation membrane module made of a hollow fiber membrane is used, and a sweep gas such as air is introduced while the inside of the hollow fiber membrane is sucked by a vacuum pump (not shown). The free carbon dioxide is exhausted while being transferred into the sweep gas through the membrane wall. As a gas separation membrane module suitable for such an application, for example, a product name “Liqui-Cel G-521R” manufactured by Celgard Co., Ltd. may be mentioned. The vacuum pump connected to the gas separation membrane module is electrically connected to the control unit 30 (first control unit 31).

  The first flow path switching valve V71 is a flow path (water sampling side flow path) for flowing the permeated water W2 separated by the RO membrane module 7 toward the EDI stack 16 via the middle permeate water line L212. The automatic valve can be switched to a flow path (circulation-side flow path) that circulates toward the supply water line L1 on the upstream side of the RO membrane module 7 via the RO permeate return line L41. The first flow path switching valve V71 is configured by, for example, an electric or electromagnetic three-way valve. The first flow path switching valve V71 is electrically connected to the control unit 30. The switching of the flow path in the first flow path switching valve V71 is controlled by a flow path switching signal transmitted from the first control unit 31 of the control unit 30.

  The RO permeated water return line L41 is a line that returns the permeated water W2 separated by the RO membrane module 7 to the supply water line L1 upstream of the RO membrane module 7. The upstream end of the RO permeate return line L41 is connected to the first flow path switching valve V71. The downstream end of the RO permeate return line L41 is connected to the RO concentrated water return line L51 at the connection J52. The connection part J52 is arrange | positioned between the connection part J53 and the connection part J51 in RO concentrated water return line L51. The portion from the connecting portion J52 to the connecting portion J51 in the RO permeate return line L41 is common to the portion from the connecting portion J52 to the connecting portion J51 in the RO concentrated water return line L51. A fourth check valve V64 is provided on the upstream side of the RO permeate return line L41.

  The upstream end of the middle permeate line L212 is connected to the first flow path switching valve V71. The downstream end of the middle permeate water line L212 is connected to the upstream end of the desalting chamber inflow line L213 and the upstream end of the concentrating chamber inflow line L214 at the branch J71.

  The downstream end of the desalting chamber inflow line L213 is connected to the primary port of the EDI stack 16 (inlet side of the desalting chamber 161). A connecting portion J33 is disposed in the desalting chamber inflow line L213. The downstream end of the concentrating chamber inflow line L214 is connected to a primary port (each inlet side of the concentrating chamber 162) of the EDI stack 16. The concentrating chamber inflow line L214 is provided with a fifth constant flow valve V55 and a connecting portion J34 in order from the upstream side.

  The EDI stack 16 is a water that obtains demineralized water W6 (deionized water) and concentrated water W7 as the second concentrated water by demineralizing the permeated water W2 separated by the RO membrane module 7 (deionized treatment). Processing equipment. The EDI stack 16 is electrically connected to a DC power supply device 50 (see FIG. 1). A DC voltage is applied to the EDI stack 16 from the DC power supply device 50 as power for desalination treatment. The EDI stack 16 is energized by the DC voltage applied from the DC power supply device 50 and operates.

  The DC power supply device 50 applies a DC voltage between the pair of electrodes of the EDI stack 16. The DC power supply device 50 is electrically connected to the control unit 30. A command signal is input to the DC power supply device 50 from a second control unit 32 (described later) of the control unit 30. The DC power supply device 50 supplies the EDI stack 16 with a DC voltage having a voltage value corresponding to the command signal input by the second control unit 32.

  In the EDI stack 16, a cation exchange membrane and an anion exchange membrane (not shown) are alternately arranged between a pair of electrodes. The inside of the EDI stack 16 is partitioned into a desalting chamber 161 and a concentration chamber 162 (including an anode chamber and a cathode chamber) by these ion exchange membranes. The desalting chamber 161 is filled with an ion exchanger (not shown). As an ion exchanger filled in the desalting chamber 161, for example, an ion exchange resin or an ion exchange fiber is used. In FIG. 2C, a plurality of desalting chambers 161 and concentration chambers 162 partitioned inside the EDI stack 16 are schematically shown.

  A desalting chamber inflow line L213 through which the permeated water W2 flows is connected to the inlet side of the desalting chamber 161. On the outlet side of the desalting chamber 161, a desalted water line L3 through which the desalted water W6 discharged from the ions in the desalting chamber 161 is discharged is connected. A concentrating chamber inflow line L214 through which the permeated water W2 flows is connected to the inlet side of the concentrating chamber 162. An EDI concentrated water line L52 for circulating the concentrated water W7 that has been concentrated and discharged is connected to the outlet side of the concentration chamber 162.

  The permeated water W2 flowing through the permeated water line L21 flows into each of the desalting chamber 161 and the concentration chamber 162. Residual ions contained in the permeated water W2 are captured by an ion exchanger (not shown) filled in the desalting chamber 161 to become desalted water W6. The desalted water W6 is sent to the demand location via the desalted water line L3 (described later). Further, residual ions captured by the ion exchanger in the desalting chamber 161 move to the concentration chamber 162 by the electric energy of the applied DC voltage. And the water containing a residual ion is sent out toward the decarbonation apparatus 15 through the EDI concentrated water line L52 (after-mentioned) as the concentrated water W7. The concentrated water W7 sent to the decarboxylation device 15 is used as sealing water for the vacuum pump, and is then discharged out of the device via a sealing water discharge line L71 (described later).

  The desalted water line L3 is a line for sending the desalted water W6 obtained by the EDI stack 16 to the demand point as pure water. The demineralized water line L3 includes an upstream demineralized water line L31 and a downstream demineralized water line L32.

  The upstream end of the upstream demineralized water line L31 is connected to the secondary port of the EDI stack 16 (the outlet side of the demineralized chamber 161). The downstream end of the upstream demineralized water line L31 is connected to a downstream demineralized water line L32 and a demineralized water return line L42 (described later) via a second flow path switching valve V72. In the upstream demineralized water line L31, a connecting portion J36, a connecting portion J37, a connecting portion J38, a seventh on-off valve V17, and a second flow path switching valve V72 are provided in this order from the upstream side. The seventh on-off valve V17 is a manual valve that can be operated to open and close the upstream demineralized water line L31.

  The second flow path switching valve V72 is a flow path (water sampling side flow path) for sending the desalted water W6 obtained in the desalination chamber 161 of the EDI stack 16 toward the demand point via the downstream side desalted water line L32. ) Or an automatic valve that can be switched to a flow path (circulation side flow path) that circulates toward the supply water line L1 upstream of the RO membrane module 7 via the desalted water return line L42. The second flow path switching valve V72 is configured by, for example, an electric or electromagnetic three-way valve. The second flow path switching valve V72 is electrically connected to the control unit 30. Switching of the flow path in the second flow path switching valve V72 is controlled by a flow path switching signal transmitted from the first control unit 31 of the control unit 30.

  The second flow path switching valve V72 is switched to the circulation side flow path by the first control unit 31 when the operation of the pure water production apparatus 1 is started. Thereafter, when the flow rate of the permeated water W2 obtained by the RO membrane module 7 becomes constant and the water quality of the permeated water W2 exceeds the specified water quality that can be supplied to the EDI stack 16, the first control unit 31 sets the flow rate to the water sampling side flow path. Can be switched. By switching the flow path of the second flow path switching valve V72 to the water sampling side flow path, the desalted water W6 obtained by the EDI stack 16 is sent from the desalted water line L3 to the demand point.

  The upstream end of the downstream demineralized water line L32 is connected to the second flow path switching valve V72. The downstream end of the downstream demineralized water line L32 is connected to an apparatus or the like (not shown) at the demand point.

  The desalted water return line L42 is a line that returns the desalted water W6 obtained in the desalting chamber 161 of the EDI stack 16 from the middle of the desalted water line L3 to the upstream side of the RO membrane module 7 (supply water line L1). is there. In the present embodiment, the upstream end of the desalted water return line L42 is connected to the second flow path switching valve V72. The downstream end of the desalted water return line L42 is connected to the connecting portion J59. A fifth check valve V65 is provided on the upstream side of the desalted water return line L42.

  The EDI concentrated water line L52 is a line for sending the concentrated water W7 discharged from the concentration chamber 162 of the EDI stack 16 to the decarboxylation device 15. The upstream end of the EDI concentrated water line L52 is connected to the secondary port of the EDI stack 16 (the outlet side of the concentration chamber 162). The downstream end of the EDI concentrated water line L52 is connected to the decarboxylation device 15.

  The sealed water discharge line L71 is a line for discharging the sealed water drainage W8 discharged from the decarboxylation device 15 to the outside of the device. The upstream end of the sealed water discharge line L71 is connected to the decarbonation device 15. The downstream side of the sealed water discharge line L71 is connected or opened to a drainage pit (not shown), for example.

  The first pressure gauge P1 to the sixth pressure gauge P6 are devices that measure the pressure of water flowing through each connected line. As shown in FIG. 2A, the first pressure gauge P1 to the fourth pressure gauge P4 are each connected to the supply water line L1 at the connection portions J1 to J4. As shown in FIG. 2C, the fifth pressure gauge P5 is connected to the EDI concentrated water line L52 at the connection portion J35. The sixth pressure gauge P6 is connected to the demineralized water line L3 at the connection portion J36.

  The first pressure sensor PS1 to the fourth pressure sensor PS4 are devices that measure the pressure of water flowing through each connected line. As shown in FIGS. 2B and 2C, the first pressure sensor PS1 is connected to the supply water line L1 at the connection portion J9. The connecting portion J9 is disposed between the pressurizing pump 5 and the RO membrane module 7 in the supply water line L1. The second pressure sensor PS2 is connected to the permeate line L21 at the connection portion J11. The connecting portion J11 is disposed between the RO membrane module 7 and the decarboxylation device 15 in the permeate line L21. The third pressure sensor PS3 is connected to the desalting chamber inflow line L213 at the connection portion J33. The connection part J33 is arrange | positioned in the middle of the desalination chamber inflow line L213. The fourth pressure sensor PS4 is connected to the concentration chamber inflow line L214 at the connection portion J34. The connection portion J34 is disposed between the fifth constant flow valve V55 and the EDI stack 16 in the concentration chamber inflow line L214.

  The first pressure sensor PS1 to the fourth pressure sensor PS4 are electrically connected to the control unit 30. The pressure of the supply water W1 or the permeated water W2 measured by the first pressure sensor PS1 to the fourth pressure sensor PS4 is transmitted as a detection signal to the first control unit 31 of the control unit 30.

  The pressure switch PSW is a device that detects that the pressure of the supply water W1 flowing through the supply water line L1 is equal to or lower than the first set pressure value or equal to or higher than the second set pressure value. As shown in FIG. 2B, the pressure switch PSW is connected to the supply water line L1 at the connection portion J7. The connection part J7 is arrange | positioned between the connection part J51 and the pressurization pump 5 in the supply water line L1. A detection signal of the pressure of the supply water W <b> 1 detected by the pressure switch PSW is transmitted to the first control unit 31.

  The first temperature sensor TE1 to the third temperature sensor TE3 are devices that measure the temperature of water flowing through each connected line. The first temperature sensor TE1 is connected to the supply water line L1 at the connection portion J8. The connection part J8 is arrange | positioned between the connection part J51 and the pressurization pump 5 in the supply water line L1. The second temperature sensor TE2 is connected to the permeate line L21 at the connection portion J31. The connection part J31 is arrange | positioned between the decarbonation apparatus 15 and the 1st flow-path switching valve V71 in the permeated water line L21. The third temperature sensor TE3 is connected to the demineralized water line L3 at the connection portion J43. The connection part J43 is arrange | positioned at the downstream demineralized water line L32 in the downstream from the 2nd flow-path switching valve V72 in the demineralized water line L3.

  The first temperature sensor TE1 to the third temperature sensor TE3 are electrically connected to the control unit 30. The temperatures (detected water temperature values) of the supply water W1, the permeated water W2, and the desalted water W6 measured by the first temperature sensor TE1 to the third temperature sensor TE3 are the first control unit 31 and the second control unit 32 of the control unit 30. As a detection signal.

  The first flow rate sensor FM1 and the second flow rate sensor FM2 are devices that measure the flow rate of water (permeated water W2 or desalted water W6) flowing through each connected line. The first flow rate sensor FM1 is connected to the permeate line L21 at the connection portion J10. The connection part J10 is arrange | positioned between the RO membrane module 7 and the decarbonation apparatus 15 in the permeated water line L21. The second flow rate sensor FM2 is connected to the demineralized water line L3 at the connection portion J38. The connection portion J38 is disposed between the EDI stack 16 and the second flow path switching valve V72 in the desalted water line L3.

  The first flow sensor FM1 and the second flow sensor FM2 are electrically connected to the control unit 30. The flow rate of the permeated water W2 measured by the first flow rate sensor FM1 (hereinafter also referred to as “first detection flow rate value”) is transmitted to the first control unit 31 of the control unit 30 as a detection signal. Further, the flow rate of the desalted water W6 measured by the second flow rate sensor FM2 (hereinafter also referred to as “second detected flow rate value”) is transmitted to the first control unit 31 of the control unit 30 as a detection signal.

  The first electrical conductivity sensor EC1 is a device that measures the electrical conductivity (electrical characteristic value) of the permeated water W2 flowing through the permeated water line L21. The first electrical conductivity sensor EC1 is connected to the permeated water line L21 at the connection portion J32. The connection part J32 is arrange | positioned between the decarboxylation apparatus 15 and the 1st flow-path switching valve V71 in the permeated water line L21.

  1st specific resistance sensor RS1 and 2nd specific resistance sensor RS2 are apparatus which measures the specific resistance (electrical characteristic value) of the desalinated water W6 which distribute | circulates the desalted water line L8. 1st specific resistance sensor RS1 is connected to the desalted water line L3 in the connection part J37. The connection portion J37 is disposed between the EDI stack 16 and the second flow path switching valve V72 in the desalted water line L3. The second specific resistance sensor RS2 is connected to the demineralized water line L3 at the connection portion J41. The connection part J41 is arrange | positioned at the downstream demineralized water line L32 in the downstream from the 2nd flow-path switching valve V72 in the demineralized water line L3. Note that the first specific resistance sensor RS1 and the second specific resistance sensor RS2 incorporate a temperature sensor for temperature compensation of the measured specific resistance value. Therefore, the first specific resistance sensor RS1 and the second specific resistance sensor RS2 can measure the water temperature of the desalted water W6.

  The first electrical conductivity sensor EC1, the first specific resistance sensor RS1, and the second specific resistance sensor RS2 are electrically connected to the control unit 30. The electrical conductivity of the permeated water W2 measured by the first electrical conductivity sensor EC1, the specific resistance (and temperature) of the desalted water W6 measured by the first specific resistance sensor RS1, and the second specific resistance sensor RS2. The specific resistance (detected specific resistance value) and temperature (detected temperature value) of the desalted water W6 are transmitted as detection signals to the first control unit 31 and the second control unit 32 of the control unit 30, respectively.

  The total organic carbon sensor TOC is a device that detects the amount of organic carbon in the desalted water W6 flowing through the desalted water line L8. Organic carbon is carbon in organic matter present in water. The total organic carbon sensor TOC is connected to the demineralized water line L3 at the connection portion J42. The connection part J42 is arrange | positioned at the downstream demineralized water line L32 in the downstream from the 2nd flow-path switching valve V72 in the demineralized water line L3.

  The all organic carbon sensor TOC is electrically connected to the control unit 30. The total organic carbon amount of the demineralized water W6 detected by the total organic carbon sensor TOC is transmitted as a detection signal to the first control unit 31 of the control unit 30.

  The input operation unit 40 is an input interface that receives an input operation of a user or an administrator for selection related to the operation mode of the device (for example, selection of operation / stop, release of alarm, etc.) and various settings related to the operation condition of the device. is there. The input operation unit 40 includes an operation panel that combines a display and button switches, a touch panel that directly operates on the display, and the like. The input operation unit 40 is electrically connected to the control unit 30. Information input from the input operation unit 40 is transmitted to the first control unit 31 and the second control unit 32 of the control unit 30.

  The display unit 60 displays desired information. The display unit 60 is electrically connected to the control unit 30.

  Next, the control unit 30 will be described. The control unit 30 includes a first control unit 31 and a second control unit 32. The first control unit 31 and the second control unit 32 are configured by a microprocessor (not shown) including a CPU and a memory. The CPU of the microprocessor executes various controls described later according to a predetermined program read from the memory. Data and various programs for controlling the pure water production apparatus 1 are stored in the memory of the microprocessor. The microprocessor incorporates an integrated timer unit (hereinafter also referred to as “ITU”) that manages timekeeping and the like.

  Hereinafter, the 1st control part 31 and the 2nd control part 32 which comprise the control unit 30 are demonstrated.

  As the flow rate feedback water amount control, the first control unit 31 uses the speed-type digital PID algorithm so that the first detected flow rate value of the first flow rate sensor FM1 becomes a preset first target flow rate value. And a current value signal (command signal) corresponding to the calculated value of the drive frequency is output to the inverter 6.

  Further, the first control unit 31 changes the first target flow rate value so that the second detected flow rate value of the second flow rate sensor FM2 becomes a preset second target flow rate value. When the second detected flow value of the second flow sensor FM2 exceeds a preset second target flow value, the first control unit 31 sets the first target flow value to a preset flow unit (for example, 1L / min), and when the second detected flow rate value of the second flow rate sensor FM2 is equal to or lower than a preset second target flow rate value, the first target flow rate value is set to a preset flow rate unit (for example, 1 L / min). The flow rate feedback water amount control by the first control unit 31 and the setting of the first target flow rate value will be described later.

  In the first control unit 31, data related to the above-described flow rate unit, data relating to the first target flow rate value, and the second target flow rate value are stored in a memory (not shown) of the microprocessor.

  The second control unit 32 controls the DC power supply device 50 so that a DC voltage having a preset voltage value is output to the EDI stack 16 (hereinafter also referred to as “voltage value control”). Specifically, the second control unit 32 performs direct current so as to change the voltage value of the direct current voltage output to the EDI stack 16 according to the detected water temperature value of the desalted water W6 measured by the third temperature sensor TE3. The power supply device 50 is controlled. More specifically, the second control unit 32 increases the voltage value of the DC voltage output to the EDI stack 16 as the detected water temperature value of the third temperature sensor TE3 decreases from a preset reference water temperature value. The DC power supply 50 is controlled in such a manner that the DC voltage output to the EDI stack 16 decreases as the detected water temperature value of the third temperature sensor TE3 rises above a preset reference water temperature value. The power supply device 50 is controlled.

  In water containing ions, the lower the water temperature, the more difficult the ions move and the lower the electrical conductivity. Therefore, when the water temperature decreases and the electrical conductivity of the permeated water W2 decreases, the removal rate of ions in the EDI stack 16 decreases at a constant voltage, and the water quality of the desalted water W6 deteriorates. Therefore, the deterioration of the water quality of the desalted water W6 can be suppressed by increasing the voltage value of the DC voltage supplied to the EDI stack 16 as the detected water temperature value of the desalted water W6 decreases.

  The memory (not shown) of the microprocessor constituting the second control unit 32 stores a function formula (program) that associates the detected water temperature value of the desalted water W6 with the voltage value of the DC voltage supplied to the EDI stack 16. ing. The second control unit 32 acquires the detected water temperature value of the third temperature sensor TE3, and calculates the corresponding voltage value using this functional equation. Then, the second control unit 32 outputs a command signal (voltage value signal or current value signal) corresponding to the voltage value obtained by the calculation to the DC power supply device 50. The voltage value control of the DC power supply device 50 by the second control unit 32 will be described later.

  In the second control unit 32, a data table that associates the detected water temperature value of the desalted water W6 with the voltage value of the DC voltage supplied to the EDI stack 16 is stored in the memory of the microprocessor. The voltage value of the direct current voltage may be acquired based on this.

  Next, setting of the first target flow rate value by the first control unit 31 will be described. FIG. 3 is a flowchart illustrating a processing procedure when the first flow rate value is set in the first control unit 31. The process of the flowchart shown in FIG. 3 is repeatedly executed during operation of the pure water production apparatus 1.

In step ST101 shown in FIG. 3, the first control unit 31 acquires the second target flow rate value Q _p2 ′ from the memory.

In step ST 102, the first control unit 31 determines whether or not reached 60s timing _{t 1} by ITU is a control period. In this step ST 102, the first control unit 31, when the timing _{t 1} by ITU is determined to have reached the 60s (YES), the process proceeds to step ST 103. Further, in step ST 102, the first control unit 31, when the timing _{t 1} by ITU is determined not to reach the 60s (NO), the process returns to the step ST 102. The control cycle (60 s) in step ST102 is appropriately changed according to the flow path distance between the RO membrane module 7 and the second flow rate sensor FM2, and is usually set so that the control cycle becomes longer as the flow path distance is longer. Is done.

Step ST 103: (Step ST 102 YES), the first control unit 31 obtains the second detected flow value _{Q p2} of the second flow rate sensor FM2.

In step ST 104, the first control unit 31 determines the second detected flow value _{Q p2} whether equal to the second target flow rate value _{Q p2} '. In step ST104, when the first control unit 31 determines that the second detected flow rate value Q _p2 = the second target flow rate value Q _p2 ′ (YES), the process proceeds to step ST105. Further, in step ST 104, the first control unit 31, when it is determined that the second detected flow value _{Q p2} ≠ second target flow rate value _{Q p2} '(NO), the process proceeds to step ST 106.

In step ST105 (step ST104: YES), the first control unit 31 maintains the first target flow rate value Q _p1 ′ stored in the memory as the current set value. That is, the first control unit 31 does not change the first target flow rate value Q _p1 ′. Thereby, the process of this flowchart is complete | finished (it returns to step ST101).

Step ST 106: (Step ST 104 NO), the first control unit 31, the second detected flow value _{Q p2} determines whether exceeds the second target flow rate value _{Q p2} '. In this step ST104, when it is determined by the first control unit 31 that the second detected flow rate value Q _p2 > the second target flow rate value Q _p2 ′ (YES), the process proceeds to step ST107. In step ST106, when the first control unit 31 determines that the second detected flow rate value _Qp2 <the second target flow rate value _Qp2 ′ (NO), the process proceeds to step ST108.

In step ST107 (step ST106: YES), the first control unit 31 decreases the first target flow rate value Q _p1 ′ stored in the memory by a preset flow rate unit (1 L / min), and newly Set as the first target flow rate value Q _p1 ′. Thereby, the process of this flowchart is complete | finished (it returns to step ST101).

On the other hand, in step ST108 (step ST106: NO), the first control unit 31 increases the first target flow rate value Q _p1 ′ stored in the memory by a preset flow rate unit (1 L / min), A new first target flow rate value Q _p1 ′ is set. Thereby, the process of this flowchart is complete | finished (it returns to step ST101).

By executing the processing of the flowchart shown in FIG. 3 described above, the second detected flow value Q _p2, while varying preset flow units (1L / min), converges the second target flow rate value Q _{p2 '} To do.

  Next, flow rate feedback water amount control by the first control unit 31 will be described. FIG. 4 is a flowchart showing a processing procedure when the first control unit 31 executes flow rate feedback water amount control. The process of the flowchart shown in FIG. 4 is repeatedly executed during the operation of the pure water production apparatus 1.

In step ST201 illustrated in FIG. 4, the first control unit 31 acquires a first target flow rate value Q _p1 ′ of the permeated water W2. The first target flow rate value Q _p1 ′ is a flow rate value maintained in step ST105 of the flowchart shown in FIG. 4 or set in step ST107 or step ST108.

In step ST 202, the first control unit 31 determines whether the time count _{t 2} by ITU reaches 100ms which is a control period (Delta] t). In this step ST 202, the first control unit 31, when the timing _{t 2} by ITU is to have reached 100 ms (YES) determination, the process proceeds to step ST 203. Further, in step ST 202, the first control unit 31, when the timing _{t 2} by ITU is determined not to reach the 100 ms (NO), the process returns to the step ST 202.

Step ST 203: In (step ST 202 YES determination), the first control unit 31 obtains the first detected flow value _{Q p1} of the first flow rate sensor FM1 as a feedback value.

In step ST 204, the first control unit 31, first detected flow value obtained in step ST 203 (feedback _value) and _{Q p1,} so that the deviation between the first target flow rate value _{Q p1} 'is zero acquired in step ST201 in, it calculates the manipulated variable _{U n} by velocity type digital PID algorithm. In the velocity type digital PID algorithm, the control period Delta] t (100 ms) calculates a variation .DELTA.U _n of the manipulated variables for each, which operate at the present time by adding the operation amount U _n-1 of the previous control cycle time The quantity _Un is determined.

An arithmetic expression used for the velocity type digital PID algorithm is expressed by the following expressions (1a) and (1b).
_{ΔU n = K p {(e} n -e n-1) + (Δt / T i) × e n + (T d / Δt) × (e n -2e n-1 + e n-2)} (1a)
U _n = U _n-1 + ΔU _n (1b)

In Expression (1a) and Expression (1b), Δt: control period, U _n : current operation amount, U _n-1 : operation amount at the previous control period, ΔU _n : change in operation amount from the previous time to this time. Minute, e _n : magnitude of current deviation, e _n-1 : magnitude of deviation at the previous control cycle, e _n-2 : magnitude of deviation at the previous control cycle, K _p : proportional gain, T _i : integration time, T _d : differentiation time. The size e _n of the current deviation is obtained by the following formula (2).
e _n = Q _p ′ −Q _p (2)

In step ST205, the first control unit 31 uses the current operation amount U _n , the first target flow rate value Q _p1 ′, and the maximum drive frequency of the pressurizing pump 5 (set value of 50 Hz or 60 Hz). The drive frequency F [Hz] of the pressurizing pump 5 is calculated by an arithmetic expression.

  In step ST <b> 206, the first control unit 31 converts the calculated value of the drive frequency F into a corresponding current value signal (command signal: 4 to 20 mA), and outputs this current value signal to the inverter 6. Thereby, the process of this flowchart is complete | finished (it returns to step ST201). In step ST206, when the first control unit 31 outputs the current value signal to the inverter 6, the inverter 6 supplies the driving power converted to the frequency specified by the input current value signal to the pressurizing pump 5. To do. As a result, the pressurization pump 5 is driven at a rotational speed corresponding to the drive frequency input from the inverter 6.

  Next, voltage value control by the second control unit 32 will be described. FIG. 5 is a flowchart showing a processing procedure when the second control unit 32 executes voltage value control of the DC power supply device 50. The process of the flowchart shown in FIG. 5 is repeatedly executed at predetermined time intervals during the operation of the pure water production apparatus 1.

  In step ST301 shown in FIG. 5, the second control unit 32 acquires the detected water temperature value T of the third temperature sensor TE3.

  In step ST302, the second control unit 32 substitutes the detected water temperature value T acquired in step ST301 into a function equation that associates the detected water temperature value of the desalted water W6 with the voltage value of the DC voltage supplied to the EDI stack 16. To calculate the DC voltage value.

  In step ST <b> 303, the second control unit 32 converts the voltage value signal (command signal: 0 to 10 V) corresponding to the voltage value obtained by the calculation, and outputs the voltage value signal to the DC power supply device 50. Thereby, the process of this flowchart is complete | finished (it returns to step ST301). When the voltage value signal from the second control unit 32 is input, the DC power supply device 50 supplies a DC voltage having a voltage value corresponding to the voltage value signal to the EDI stack 16.

  According to the pure water manufacturing apparatus 1 which concerns on 1st Embodiment mentioned above, the following effects are show | played, for example.

  In the pure water manufacturing apparatus 1 according to the first embodiment, the first control unit 31 controls the flow rate feedback water amount so that the second detected flow rate value of the second flow rate sensor FM2 becomes a preset second target flow rate value. The first target flow rate value of the permeated water W2 is changed. Therefore, in the case where the flow path distance between the RO membrane module 7 and the second flow rate sensor FM2 is long, rather than the process of calculating the drive frequency (operation amount) of the pressurization pump 5 based on the second detected flow rate value. The second detected flow rate value can be quickly converged to the second target flow rate value. According to this, even when the flow path distance between the RO membrane module 7 and the second flow sensor FM2 is long, the followability of the feedback control is not impaired, so the desalted water produced by the pure water production apparatus 1 The amount of water produced by W6 (pure water) can be further stabilized.

  In addition, when the constant flow valve is provided in the desalted water line L3 which discharges the desalted water W6 from the EDI stack 16, a preset water production amount may not be obtained due to variations in accuracy of the constant flow valve. . Even in such a case, according to the pure water production apparatus 1 of the first embodiment, it is possible to obtain the demineralized water W6 (pure water) having a stable water production amount.

  In addition, when the second detected flow rate value of the second flow rate sensor FM2 exceeds a preset second target flow rate value, the first control unit 31 sets the first target flow rate of the permeate water W2 in the flow rate feedback water amount control. When the value is decreased by a preset flow rate unit and the second detected flow rate value of the second flow rate sensor FM2 is equal to or less than the preset second target flow rate value, the first permeate water W2 in the flow rate feedback water amount control is set. The target flow rate value is increased by a preset flow rate unit. Therefore, by appropriately adjusting the flow rate unit according to the flow path distance between the RO membrane module 7 and the second flow rate sensor FM2, the second detected flow rate value can be accurately responded to the second target flow rate value. Can do.

  As the voltage value control of the DC power supply device 50, the second control unit 32 increases the voltage value of the DC voltage supplied to the EDI stack 16 as the detected water temperature value of the desalted water W6 decreases, and detects the desalted water W6. As the water temperature value increases, the voltage value of the DC voltage supplied to the EDI stack 16 is decreased. According to this, when the water temperature of the demineralized water W6 is lowered, the voltage value of the direct current voltage is increased, so that it is possible to suppress a reduction in the removal rate of ions in the EDI stack 16 due to a drop in the water temperature. Further, when the water temperature of the desalted water W6 rises, the voltage value of the DC voltage supplied to the EDI stack 16 decreases, so that the DC power supply device 50 changes from the DC power supply device 50 to the EDI stack 16 while maintaining the removal rate of ions. Waste of supplied power can be suppressed.

(Second Embodiment)
Next, a pure water producing apparatus 1A according to a second embodiment of the present invention will be described with reference to FIGS. 6 and 7A to 7C. FIG. 6 is an overall schematic diagram of a pure water producing apparatus 1A according to the second embodiment. FIG. 7A is a first middle portion of the entire configuration diagram of the pure water producing apparatus 1A according to the second embodiment. FIG. 7B is a second middle part of the overall configuration diagram of the pure water producing apparatus 1A according to the second embodiment. FIG. 7C is a rear part of the entire configuration diagram of the pure water producing apparatus 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. Moreover, in 2nd Embodiment, the structure from the upstream of the supply water line L1 to the supply water replenishment valve V31 is the same as that of 1st Embodiment. Therefore, in 2nd Embodiment, main drawings (drawing corresponding to FIG. 2A) about the structure from the upstream of the supply water line L1 in 1st Embodiment to the supply water replenishment valve V31 and its description are abbreviate | omitted.

  The pure water producing apparatus 1A according to the second embodiment is a two-stage RO membrane arranged in series, whereas the pure water producing apparatus 1 in the first embodiment includes the one-stage RO membrane module 7. The point that the modules 10 and 14 are provided, the point that the intermediate tank 11 is provided between the two RO membrane modules 10 and 14, and the configuration around these, the pure water production apparatus 1 in the first embodiment and Mainly different.

  In the second embodiment, the “RO membrane module 7” in the first embodiment is provided as the “rear-stage RO membrane module 14” that becomes the second-stage RO membrane module. Therefore, in the second embodiment, the “permeate water line L21” in the first embodiment is referred to as a “desalted water line L3”, and the permeated water separated by the rear-stage RO membrane module 14 is referred to as “a rear-stage permeate water W4”.

  In the second embodiment, the “RO permeate return line L41” in the first embodiment is referred to as the “front-stage RO permeate return line L43”, and the “RO concentrated water return line L51” in the first embodiment is referred to as the “front-stage RO. Concentrated water return line L53 ". In the second embodiment, the “pressurizing pump 5” in the first embodiment is referred to as a “rear-stage pressurizing pump 12”, and the “inverter 6” is referred to as a “rear-stage inverter 13”.

  As shown in FIG. 6, the pure water producing apparatus 1A according to the second embodiment includes a first optional device OP1, a prefilter 4, a second optional device OP2, a pre-stage pressurizing pump 8, and a pre-stage inverter 9. The upstream RO membrane module 10, the intermediate tank 11, the downstream pressure pump 12, the downstream inverter 13, the downstream RO membrane module 14, the third optional device OP3, the first flow path switching valve V71, and the EDI stack 16, a second flow path switching valve V72, a fourth optional device OP4, a control unit 30A (first control unit 31A and second control unit 32A), an input operation unit 40, a DC power supply device 50, a display Unit 60.

  Moreover, as shown in FIG. 6, the pure water manufacturing apparatus 1A of the second embodiment includes a supply water line L1, a front-stage RO permeate line L22, a front-stage RO permeate return line L43, and a front-stage RO concentrated water return line. L53, the back | latter stage RO permeated water line L23, the back | latter stage RO permeated water return line L44, the front | former stage RO concentrated water return line L54, the desalted water line L3, and the desalted water return line L45 are provided.

  As shown in FIG. 6, the pure water producing apparatus 1A according to the second embodiment replaces the RO permeate return line L41 and the desalted water return line L42 according to the first embodiment with a front-stage RO permeate return line L43 and a rear-stage RO. A permeated water return line L44 and a desalted water return line L45 are provided.

  Moreover, as shown to FIG. 7A-FIG. 7C, the pure water manufacturing apparatus 1A of 2nd Embodiment is not provided with 2nd pressure sensor PS2 in 1st Embodiment, On the other hand, 5th pressure sensor PS5, 4th A temperature sensor TE4, a fifth temperature sensor TE5, a third flow rate sensor FM3, and a second electrical conductivity sensor EC2 are further provided. Similarly to the first embodiment, the pure water manufacturing apparatus 1A of the second embodiment includes the first electrical conductivity sensor EC1 and the first specific resistance sensor RS1.

  The pre-stage RO membrane module 10 separates the supply water W1 pumped by the pre-stage pressurization pump 8 into a pre-stage permeate water W2 from which dissolved salts have been removed and a concentrated water W3 from which dissolved salts have been concentrated.

  The front-stage RO permeate line L22 is a line through which the front-stage permeate water W2 separated by the front-stage RO membrane module 10 flows to the rear-stage RO membrane module 14. The upstream end of the upstream RO permeate line L22 is connected to the secondary port of the upstream RO membrane module 10 (the outlet of the upstream permeate W2), as shown in FIG. 7A. As shown in FIG. 7B, the downstream end of the upstream RO permeate line L22 is connected to the primary inlet port (the inlet of the upstream permeate W2) of the downstream RO membrane module 14.

  As shown in FIG. 7A, the upstream RO permeated water line L22 is connected to the connecting portion J54, the upstream permeated water replenishing valve V35, the third check valve V63, the connecting portion J10, the connecting portion J12, and the connecting portion J13. , And a sixth on-off valve V16. Further, after the sixth on-off valve V16, as shown in FIG. 7B, as shown in FIG. A module 14 is provided. As shown in FIG. 7A, the upstream end of the upstream RO permeate return line L43 is connected to the connecting portion J54. Moreover, as shown to FIG. 7B, the downstream end part of the back | latter stage RO concentrated water return line L54 is connected to the connection part J61.

  The front-stage permeated water supply valve V35 is an automatic valve that can control the opening and closing of the front-stage RO permeate line L22. The front stage permeated water replenishment valve V35 is electrically connected to a control unit 30A (described later). The opening and closing of the front permeate supply valve V35 is controlled by a flow path opening / closing signal transmitted from the first control unit 31A of the control unit 30A.

  As shown in FIG. 6, the intermediate tank 11 is provided between the front RO membrane module 10 and the rear RO membrane module 14 in the front RO permeate line L22. The intermediate tank 11 is a tank that stores the previous-stage permeated water W <b> 2 separated by the previous-stage RO membrane module 10.

  The intermediate tank 11 is provided with a water level sensor 111 as shown in FIG. 7B. The water level sensor 111 is a device that detects the water level of the upstream permeated water W2 stored in the intermediate tank 11. The water level sensor 111 is electrically connected to the control unit 30A. The water level (detected water level value) of the intermediate tank 11 measured by the water level sensor 111 is transmitted as a detection signal to the first control unit 31A of the control unit 30A.

  The post-stage pressurizing pump 12 is a device that sucks the pre-stage permeate water W2 flowing through the pre-stage RO permeate line L22 and pumps it toward the post-stage RO membrane module 14. The post-stage pressurizing pump 12 is supplied with drive power having a frequency converted from the post-stage inverter 13. The post-stage pressurizing pump 12 is driven at a rotational speed corresponding to the frequency of the supplied driving power (hereinafter also referred to as “driving frequency”).

  The rear-stage inverter 13 is an electric circuit (or a device having the circuit) that supplies driving power whose frequency is converted to the rear-stage pressurization pump 12. The rear stage inverter 13 is electrically connected to the control unit 30A. A command signal is input to the rear stage inverter 13 from the first control unit 31A of the control unit 30A. The rear stage inverter 13 outputs driving power having a driving frequency corresponding to the command signal (current value signal or voltage value signal) input by the first control unit 31 </ b> A to the rear stage pressurizing pump 12.

  The latter-stage RO membrane module 14 is separated from the first-stage permeate W2 separated from the first-stage RO membrane module 10 and pumped by the second-stage pressurization pump 12, with the second-stage permeate W4 from which dissolved salts are removed from the first-stage permeate W2. Separated into concentrated water W5 enriched with salts. The post-stage RO membrane module 14 is configured by accommodating a single or a plurality of spiral RO membrane elements in a pressure vessel (vessel).

  The front-stage RO permeate return line L43 is a line that returns the front-stage permeate W2 separated by the front-stage RO membrane module 10 to the supply water line L1 upstream of the front-stage RO membrane module 10 as shown in FIG. 7A. . The upstream end of the upstream RO permeate return line L43 is connected to the connection J54. The downstream end of the upstream RO permeated water return line L43 is connected to the upstream RO concentrated water return line L53 at the connection portion J52. The connection part J52 is disposed between the connection part J53 and the connection part J51 in the upstream RO concentrated water return line L53. The part from the connection part J52 to the connection part J51 in the upstream RO permeate return line L43 is common to the part from the connection part J52 to the connection part J51 in the upstream RO concentrated water return line L53.

  As shown in FIG. 7A, a relief valve V43 is provided in the upstream RO permeate return line L43. The relief valve V43 is a normally closed pressure operating valve, and is an adjustment valve that is opened when the pressure on the primary side is higher than the pressure on the secondary side by a certain pressure or more. Specifically, the relief valve V43 is opened when the pipe pressure of the front-stage RO permeate return line L43 becomes equal to or higher than a preset pressure, and the front-stage permeate W2 flowing through the front-stage RO permeate line L22 is removed. This is a valve for flowing through the connecting portion J54 to the upstream RO permeated water return line L43.

  The pressure on the secondary side of the relief valve V43 (the pressure of the supply water W1 at the connection portion J51) is adjusted to be less than the operating pressure of the upstream pressurizing pump 8 by the pressure reducing valve V42. When the front-stage pressurizing pump 8 is driven in a state in which the front-stage permeate replenishment valve V35 is controlled to be closed, the primary pressure in the relief valve V43 (the pressure of the front-stage permeate W2 at the connection portion J54) is secondary. Higher than the pressure on the side. Thereby, the relief valve V43 is opened, and the front-stage permeate water W2 flowing through the front-stage RO permeate water line L22 can be circulated to the front-stage RO permeate return line L43.

  As shown in FIG. 7B, the rear-stage RO concentrated water return line L54 is a line that returns a part W51 of the concentrated water W5 separated by the rear-stage RO membrane module 14 to the front-stage RO permeate water line L22. The upstream end of the rear-stage RO concentrated water return line L54 is connected to the primary-side outlet port (concentrated water outlet) of the rear-stage RO membrane module 14. The downstream end of the rear stage RO concentrated water return line L54 is connected to the connecting portion J61. The connecting portion J61 is disposed between the intermediate tank 11 and the post-stage pressurizing pump 12 in the pre-stage RO permeate line L22.

  As shown in FIG. 7B, the rear stage RO concentrated water return line L54 is provided with a connecting portion J63, a connecting portion J62, a sixth check valve V66, a sixth constant flow valve V56, and a connecting portion J61 in this order from the upstream side. ing. The upstream end of the first second-stage RO concentrated water line L63 is connected to the connecting portion J62. The upstream end of the second second-stage RO concentrated water line L64 is connected to the connecting portion J63.

  The first second-stage RO concentrated water line L63 and the second second-stage RO concentrated water line L64 remove the remaining portion W52 of the concentrated water W5 separated by the second-stage RO membrane module 14 from the middle of the second-stage RO concentrated water return line L54. Is a line to send to The downstream end of the first second-stage RO concentrated water line L63 and the downstream end of the second second-stage RO concentrated water line L64 are connected to the upstream end of the second-stage RO concentrated water delivery line L65 at the connection J64. It is connected. The downstream end of the downstream RO concentrated water delivery line L65 is connected to the decarboxylation device 15 as shown in FIG. 7C. The first second-stage RO concentrated water line L63 and the second second-stage RO concentrated water line L64 are provided with a first regulating valve V36 and a second regulating valve V37, and a seventh constant flow valve V57 and an eighth constant flow valve V58, respectively. It has been.

  The first adjusting valve V36 and the second adjusting valve V37 can adjust the delivery flow rate of the concentrated water W5 by individually opening and closing the first second-stage RO concentrated water line L63 and the second second-stage RO concentrated water line L64. . The first adjustment valve V36 and the second adjustment valve V37 are each electrically connected to the control unit 30A. Opening and closing of the first regulating valve V36 and the second regulating valve V37 is controlled by a drive signal transmitted from the first control unit 31A of the control unit 30A.

  An eighth open / close valve V18 is provided in the downstream RO concentrated water delivery line L65. The eighth on-off valve V18 is a manual valve that can be operated to open and close the rear-stage RO concentrated water delivery line L65.

  The post-stage RO permeate water line L23 is a line through which the post-stage permeate water W4 separated by the post-stage RO membrane module 14 flows through the EDI stack 16. As shown in FIG. 7B, the upstream end of the rear-stage RO permeate line L23 is connected to the secondary port of the rear-stage RO membrane module 14 (the outlet of the rear-stage permeate water W4). As shown in FIG. 7C, the downstream end of the downstream RO permeate line L23 is connected to the EDI stack 16 via the first flow path switching valve V71.

  The rear-stage RO permeate line L23 includes a front-stage permeate line L231, a middle-stage permeate line L232, a desalting chamber inflow line L233, and a concentration chamber inflow line L234. As shown in FIG. 7B, the upstream side permeated water line L231 is provided with a fourth check valve V64, a connecting portion J23, and a ninth on-off valve V19 in order from the upstream side. Further, after the ninth on-off valve V19, as shown in FIG. 7C, a decarboxylation device 15, a connecting portion J31, a connecting portion J32, and a first flow path switching valve V71 are provided.

  The first flow path switching valve V71 is a flow path (water sampling side flow path) for allowing the downstream permeate water W4 separated by the rear RO membrane module 14 to flow toward the EDI stack 16 via the middle permeate water line L232. Alternatively, it is a valve that can be switched to a flow path (circulation side flow path) that circulates toward the intermediate tank 11 via the rear-stage RO permeate return line L44. The first flow path switching valve V71 is configured by, for example, an electric or electromagnetic three-way valve. The first flow path switching valve V71 is electrically connected to the control unit 30A. The switching of the flow path in the first flow path switching valve V71 is controlled by a flow path switching signal transmitted from the first control unit 31A of the control unit 30A.

  The post-stage RO permeate return line L44 is a line for returning the post-stage permeate water W4 separated by the post-stage RO membrane module 14 to the intermediate tank 11 provided between the pre-stage RO membrane module 10 and the post-stage RO membrane module 14. is there. As shown in FIG. 7C, the upstream end of the rear stage RO permeate return line L44 is connected to the first flow path switching valve V71. The downstream side of the rear stage RO permeate return line L44 is connected to the intermediate tank 11 as shown in FIG. 7B.

  In addition, in 2nd Embodiment shown to FIG. 7C, the structure of the part downstream from 1st flow-path switching valve V71 is "the middle stage permeate water line L212" in 1st Embodiment, and "desalination room inflow line L213." ”,“ Concentration chamber inflow line L214 ”and“ permeate water W2 ”, respectively,“ middle stage permeate water line L232 ”,“ desalination chamber inflow line L233 ”,“ concentration chamber inflow line L234 ”and“ rear stage permeate water W4 ”. " Moreover, in 2nd Embodiment, it is the structure similar to 1st Embodiment except the structure of the EDI concentrated water discharge line L72 and the desalted water return line L45 which are mentioned later. Therefore, regarding these parts, description of 1st Embodiment is used and description of 2nd Embodiment is abbreviate | omitted.

  As shown in FIG. 7C, the pure water producing apparatus 1A in the second embodiment includes an EDI concentrated water discharge line L72 instead of the EDI concentrated water line L52 in the first embodiment.

  The EDI concentrated water discharge line L72 is a line for discharging the concentrated water W7 discharged from the concentration chamber 162 of the EDI stack 16 to the outside of the apparatus. The upstream end of the EDI concentrated water discharge line L72 is connected to the secondary port of the EDI stack 16 (the outlet side of the concentration chamber 162). The downstream side of the EDI concentrated water discharge line L72 is connected or opened to a drain pit (not shown), for example.

  The second flow path switching valve V72 is a flow path (water sampling side flow path) for sending the desalted water W6 obtained in the desalination chamber 161 of the EDI stack 16 toward the demand point via the downstream side desalted water line L32. Or a valve that can be switched to a flow path (circulation side flow path) that circulates toward the intermediate tank 11 via the desalted water return line L45.

  The desalted water return line L45 is provided between the front-stage RO membrane module 10 and the rear-stage RO membrane module 14 with the desalted water W6 obtained in the desalination chamber 161 of the EDI stack 16 in the middle of the desalted water line L3. This is a line that returns to the intermediate tank 11. In the present embodiment, the upstream end of the desalted water return line L45 is connected to the second flow path switching valve V72. The downstream end of the desalted water return line L45 is connected to the intermediate tank 11.

  The fifth pressure sensor PS5 is a device that measures the pressure of the front-stage permeate water W2 that flows through the front-stage RO permeate line L22. The fifth pressure sensor PS5 is connected to the upstream RO permeated water line L22 at the connection portion J22. The connecting portion J22 is disposed between the rear-stage pressurizing pump 12 and the rear-stage RO membrane module 14 in the front-stage RO permeate water line L22. The fifth pressure sensor PS5 is electrically connected to the control unit 30A. The pressure of the pre-stage permeated water W2 measured by the fifth pressure sensor PS5 is transmitted as a detection signal to the first control unit 31A of the control unit 30A.

  The fourth temperature sensor TE4 and the fifth temperature sensor TE5 are devices that measure the temperature of the front-stage permeate water W2 that flows through the front-stage RO permeate line L22. As shown in FIG. 7A, the fourth temperature sensor TE4 is connected to the upstream RO permeate line L22 at the connection portion J12. The connecting portion J12 is disposed between the upstream RO membrane module 10 and the intermediate tank 11 in the upstream RO permeate line L22. As shown in FIG. 7B, the fifth temperature sensor TE5 is connected to the upstream RO permeate line L22 at the connection portion J21. The connecting portion J21 is disposed between the intermediate tank 11 and the post-stage pressurizing pump 12 in the pre-stage RO permeate line L22. The fourth temperature sensor TE4 and the fifth temperature sensor TE5 are electrically connected to the control unit 30A. The temperature of the pre-stage permeate water W2 measured by the fourth temperature sensor TE4 and the fourth temperature sensor TE4 is transmitted as a detection signal to the first control unit 31A of the control unit 30A.

  The third flow rate sensor FM3 is a device that measures the flow rate of the rear permeate water W4 that flows through the rear RO permeate line L23. In the second embodiment, the “first flow rate sensor FM1” in the first embodiment is provided as a “third flow rate sensor FM3” (first flow rate detection means). As shown in FIG. 7B, the third flow rate sensor FM3 is connected to the rear-stage RO permeate line L23 at the connection portion J23. The connecting portion J23 is disposed between the rear-stage RO membrane module 14 and the decarboxylation device 15 in the rear-stage RO permeate line L23. The third flow sensor FM3 is electrically connected to the control unit 30A. The flow rate of the rear permeate water W4 measured by the third flow rate sensor FM3 is transmitted as a detection signal to the first control unit 31A and the second control unit 32A of the control unit 30A.

  The second electrical conductivity sensor EC2 is a device that measures the electrical conductivity of the front-stage permeate water W2 that flows through the front-stage RO permeate line L22. As shown in FIG. 7A, the second electrical conductivity sensor EC2 is connected to the upstream RO permeate line L22 at the connection portion J13. The connecting portion J13 is disposed between the upstream RO membrane module 10 and the intermediate tank 11 in the upstream RO permeate line L22. The second electrical conductivity sensor EC2 is electrically connected to the control unit 30A. The electrical conductivity of the upstream permeated water W2 measured by the second electrical conductivity sensor EC2 is transmitted as a detection signal to the first control unit 31A of the control unit 30A.

  The control unit 30A includes a first control unit 31A and a second control unit 32A. As the flow rate feedback water amount control for the upstream RO membrane module 10, the first control unit 31A uses the speed type digital PID algorithm so that the detected flow rate value of the first flow rate sensor FM1 becomes a preset target flow rate value. The drive frequency of the pressure pump 8 is calculated, and a current value signal (command signal) corresponding to the calculated value of the drive frequency is output to the pre-stage inverter 9.

  In addition, the first control unit 31A uses the velocity type digital PID algorithm so that the detected flow rate value of the third flow rate sensor FM3 becomes a preset target flow rate value as flow rate feedback water amount control for the downstream RO membrane module 14. The drive frequency of the post-stage pressurizing pump 12 is calculated, and a current value signal (command signal) corresponding to the calculated value of the drive frequency is output to the post-stage inverter 13.

  In the first control unit 31A, the processing procedure in the case of setting the target flow rate value of the subsequent RO membrane module 14 is the same as that in the case of setting the target flow rate value of the RO membrane module 7 in the first control unit 31 of the first embodiment. This is substantially the same as the processing procedure (see FIG. 3). Moreover, in the 1st control part 31A, the process sequence in the case of performing flow volume feedback water amount control of the front | former stage RO membrane module 10 and the back | latter stage RO membrane module 14 is the RO membrane module 7 in the 1st control part 31 of 1st Embodiment. Is substantially the same as the processing procedure (see FIG. 4) in the case of executing the flow rate feedback water amount control. Therefore, the description of the processing procedure in the case of setting the target flow rate value of the rear-stage RO membrane module 14 and the processing procedure in the case of executing the flow-rate feedback water amount control of the front-stage RO membrane module 10 and the rear-stage RO membrane module 14 are omitted. .

  Further, the processing procedure when the voltage value control of the DC power supply device 50 is executed in the second control unit 32A is the case where the voltage value control of the DC power supply device 50 is executed in the second control unit 32 of the first embodiment. Since this is substantially the same as the processing procedure (see FIG. 5), description thereof is omitted.

  Even in the pure water producing apparatus 1A of the second embodiment described above, even when the flow path distance between the rear-stage RO membrane module 14 and the second flow rate sensor FM2 is separated, the followability of the feedback control is not impaired. The amount of water produced from the desalted water W6 (pure water) produced by the pure water production apparatus 1A can be further stabilized. In addition, in the pure water manufacturing apparatus 1A of the second embodiment, the permeated water W2 is manufactured by the two-stage RO membrane treatment in order to increase the desalination rate with respect to the supply water W1. In this case, if a single pressure pump is used for pressure feeding to the two-stage RO membrane module, it is inevitable that the motor capacity of the pressure pump increases. However, by installing the intermediate tank 11 between the RO membrane modules and providing the pressure pumps 8 and 12 for each of the RO membrane modules 10 and 14, the motor capacity of the pressure pump can be reduced. As a result, the pump power for operating the pure water production apparatus 1 is minimized.

  The preferred embodiments of the present invention have been described above. However, the present invention is not limited to the above-described embodiments, and can be implemented in various forms.

  In 1st and 2nd embodiment, the example which calculates the drive frequency of a pressurization pump (5, 8, 12) by a speed type digital PID algorithm was demonstrated as a feedback control algorithm. However, the driving frequency of the pressurizing pump (5, 8, 12) may be calculated by a position type digital PID algorithm. Further, the drive frequency may be calculated not only by the PID algorithm but also by the P algorithm or the PI algorithm.

  In the first and second embodiments, in the second control unit (32, 32A), the DC voltage supplied to the EDI stack 16 according to the detected water temperature value of the desalted water W6 measured by the third temperature sensor TE3. An example of changing the voltage value has been described. Not only this but in the 2nd control part (32, 32A), according to detection specific resistance value (water quality) of demineralized water W6 measured by 1st specific resistance sensor RS1 or 2nd specific resistance sensor RS2, EDI stack The voltage value of the DC voltage supplied to 16 may be changed. In the second control unit (32, 32A), the voltage value of the DC voltage supplied to the EDI stack 16 may be changed according to the detected water temperature value and the detected specific resistance value of the desalted water W6.

  In the first and second embodiments, the electrical conductivity (water quality) of the concentrated water W7 (second concentrated water) is measured, and the voltage value of the DC voltage supplied to the EDI stack 16 is changed according to the detected value. May be. Since the concentrated water W7 discharged from the EDI stack 16 contains more ions than the demineralized water W6, a change in water quality can be detected more reliably. Furthermore, the voltage value of the DC voltage supplied to the EDI stack 16 may be changed according to the detection specific resistance value of the desalted water W6 and the electrical conductivity of the concentrated water W7.

  In the first and second embodiments, the example in which the voltage value of the power supplied from the DC power supply device 50 to the EDI stack 16 is changed as the voltage value control of the DC power supply device 50 has been described. However, the present invention is not limited to this, and the current value of the power supplied from the DC power supply device 50 to the EDI stack 16 may be changed (current value control). In the case of this current value control, the second control unit 32 (32A) calculates a current value to be supplied to the EDI stack 16 based on the detected water temperature value of the first temperature sensor TE3, and a command signal corresponding to this current value. Is output to the DC power supply device 50. In that case, the DC power supply device 50 supplies the EDI stack 16 with a DC current having a current value corresponding to the input command signal.

  In the first and second embodiments, a non-regenerative mixed bed ion exchange column may be provided in place of the EDI stack (electrodeionization stack) 16. In this case, deionized water can be obtained by deionizing the permeated water separated by the preceding RO membrane module with the ion exchange resin bed. In addition, immediately after the start of operation of the apparatus, deionized water whose water quality has been recovered can be supplied to the demand point. Further, by using the ion exchange tower, the power required for the treatment for obtaining deionized water from the permeated water can be made substantially zero.

  In the first and second embodiments, an example in which a current value signal is output as a command signal from the first control unit (31, 31A) to the inverter (6, 9, 13) has been described. Not only this but a voltage value signal (for example, 0-10V) may be outputted as a command signal from the 1st control part (31, 31A) to inverter (6, 9, 13).

  In 1st and 2nd embodiment, the example which outputs a voltage value signal as a command signal from the 2nd control part (32, 32A) to the DC power supply device 50 was demonstrated. Not only this but you may comprise so that a current value signal (for example, 4-20 mA) may be output as a command signal from the 2nd control part (32, 32A) to DC power unit 50.

  In the first and second embodiments, the control unit (30, 30A) can also be configured by a control board (CPU board) for executing general flow rate feedback water amount control. In that case, as a program executed by the control board, a program (see FIG. 3) for setting a target flow rate value in the first control unit 31, and a voltage value control of the DC power supply device 50 in the second control unit 32. A program for executing the above may be added.

  1st and 2nd embodiment demonstrated the example which adjusts the waste_water | drain flow volume of the concentrated water W3 in steps by selecting the open | release number of the 1st drain valve V32-the 3rd drain valve V34. For example, the RO concentrated water discharge line L61 may be provided with a proportional control valve without branching the RO concentrated water discharge line L61. In this case, the flow rate of the concentrated water W3 can be adjusted by transmitting a current value signal from the first control unit (31, 31A) to the proportional control valve to control the valve opening.

  Moreover, in the structure which provided the proportional control valve in RO concentrated water discharge line L61, it is good also as a structure which provided the flow sensor in RO concentrated water discharge line L61. In this case, the actual drainage flow rate of the concentrated water W3 can be more accurately controlled by inputting the flow rate value measured by the flow rate sensor as a feedback value to the first control unit (31, 31A).

  In 1st and 2nd embodiment, the soft water W12 which removed the hardness component contained in the raw | natural water W11 demonstrated the example made into the supply water W1. Not limited to this, the raw water W11 may be water pre-treated with a ferric-manganese removal device, a sand filtration device, a microfiltration membrane device, an ultrafiltration membrane device, or the like as the supply water W1. In addition, as raw | natural water W11, groundwater, a tap water, etc. can be used, for example.

1,1A pure water production equipment (water treatment equipment)
5, 8, 12 Pressurizing pump (pump)
6, 9, 13 Inverter 7 RO membrane module (reverse osmosis membrane module)
10 Pre-stage RO membrane module (reverse osmosis membrane module)
14 Subsequent RO membrane module (reverse osmosis membrane module)
16 EDI stack (Electrodeionization stack)
30, 30A control unit 31, 31A first control unit 32, 32A second control unit FM1 first flow rate sensor (first flow rate detection means)
FM2 second flow rate sensor (second flow rate detection means)
FM3 third flow rate sensor (first flow rate detection means)
TE3 Third temperature sensor (water temperature detection means)
L1 Supply water line L21 Permeate water line W1 Supply water W2 Permeate, front permeate W4 Rear permeate W3, W5, W7 Concentrated water W6 Demineralized water

Claims (4)

A reverse osmosis membrane module for separating supply water into permeate and first concentrated water;
First flow rate detecting means for detecting the flow rate of the permeated water produced by the reverse osmosis membrane module;
A pump that is driven at a rotational speed according to the input driving frequency, sucks the supplied water, and discharges it toward the reverse osmosis membrane module;
An inverter that outputs a driving frequency corresponding to the input command signal to the pump;
An electrodeionization stack for producing desalted water and second concentrated water by desalting the permeated water with input electric power;
A DC power supply device that supplies power of a current value or a voltage value corresponding to the input command signal to the electrodeionization stack;
A second flow rate detection means for detecting a flow rate of demineralized water produced by the electrodeionization stack;
The pump drive frequency is calculated by a feedback control algorithm so that the first detected flow rate value, which is the flow rate of the permeated water detected by the first flow rate detection means , becomes a preset first target flow rate value, A first control unit that outputs a command signal corresponding to the calculated value of the drive frequency to the inverter;
A second control unit for outputting a command signal corresponding to the current value or voltage value to the DC power supply device so that power of a preset current value or voltage value is supplied to the electrodeionization stack; Prepared,
The first control unit sets the first target flow rate value so that a second detected flow rate value, which is a flow rate of demineralized water detected by the second flow rate detection means , becomes a preset second target flow rate value. change,
Water treatment equipment. The first control unit decreases the first target flow value by a preset flow rate unit when the second detected flow value exceeds the preset second target flow value. 2 When the detected flow rate value is less than or equal to the preset second target flow rate value, the first target flow rate value is increased by a preset flow rate unit,
The water treatment apparatus according to claim 1. The second controller is configured to provide a current value or a voltage value of power supplied to the electrodeionization stack according to a water temperature and / or a quality of the demineralized water and / or the second concentrated water produced by the electrodeionization stack. Change the
The water treatment apparatus according to claim 1 or 2. The second control unit is configured to provide a current value or voltage of power supplied to the electrodeionization stack as the water temperature and / or water quality of the demineralized water and / or the second concentrated water produced in the electrodeionization stack decreases. As the water temperature and / or quality of the demineralized water and / or second concentrated water produced in the electrodeionization stack increases, the current value or voltage value of the electric power supplied to the electrodeionization stack is increased. Decrease,
The water treatment apparatus according to claim 3.

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