WO1999016713A1 - Water quality purification device - Google Patents

Water quality purification device Download PDF

Info

Publication number
WO1999016713A1
WO1999016713A1 PCT/JP1998/004388 JP9804388W WO9916713A1 WO 1999016713 A1 WO1999016713 A1 WO 1999016713A1 JP 9804388 W JP9804388 W JP 9804388W WO 9916713 A1 WO9916713 A1 WO 9916713A1
Authority
WO
WIPO (PCT)
Prior art keywords
water
bubbles
treated
plate
magnet
Prior art date
Application number
PCT/JP1998/004388
Other languages
French (fr)
Japanese (ja)
Inventor
Yukio Nakajima
Original Assignee
Yukio Nakajima
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Yukio Nakajima filed Critical Yukio Nakajima
Priority to AU91883/98A priority Critical patent/AU9188398A/en
Publication of WO1999016713A1 publication Critical patent/WO1999016713A1/en

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/72Treatment of water, waste water, or sewage by oxidation
    • C02F1/74Treatment of water, waste water, or sewage by oxidation with air
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/30Wastewater or sewage treatment systems using renewable energies
    • Y02W10/37Wastewater or sewage treatment systems using renewable energies using solar energy

Definitions

  • the invention of this application relates to a water purification treatment method and apparatus for purifying water to be treated, which is polluted and contaminated by organic matter or the like, or is eutrophic and in which algae are propagated.
  • the present invention relates to a water purification treatment method and apparatus for purifying water quality of aquaculture and fishing grounds, and further for purifying water for agricultural use such as hydroponics.
  • FIG. 7 is a cross-sectional view of a conventional gas-liquid mixing device.
  • 1 is an intake pipe
  • 2 is a water intake
  • 3 is an outer shell
  • 4 is a rotary inner cylinder
  • 5 is a water guide plate
  • s is a sprinkler plate with blades
  • V is a rotary blade
  • 7 is a rotary shaft
  • 8 is a submersible motor
  • 9 is a column.
  • the diameter of the rotary inner cylinder 4 is, for example, about 27 mm, and the size of the gap (the first gap gi) between the outer peripheral surface of the rotary inner cylinder 4 and the inner peripheral surface of the outer shell 3 is, for example, For example, it is about 3 to 10 relations.
  • the number of rotations of the rotary inner casing 4 and the rotary sprinkler plate s is, for example, equal to or more than 700 rotations.
  • the sprinkler plate 5 and the water guide plate 5 cooperate with each other to perform the same function as the centrifugal bomb, so that their peripheral portions become higher than the atmospheric pressure (positive pressure).
  • the lower surface of the inner ⁇ 4 becomes lower than the atmospheric pressure (negative pressure). Therefore, the inside of the first gap g, also has a negative pressure, so that air flows in from the intake pipe 1 and water to be treated flows in from the water absorption pipe 2.
  • the water to be treated that has flowed into the first gap descends while being rotated at a high speed by the high-speed rotation of the rotary inner cylinder 4. At the same time, a strong swirl occurs.
  • the inflowing air is efficiently mixed with the water to be treated, forming countless minute bubbles.
  • the generated bubbles descend together with the water to be treated, flow into the gap (second gap g,) between the water guide plate 5 and the watering plate with blades s, are further divided by the rotating blades V, and are miniaturized. And discharged horizontally to spread to the target water area. Be scattered.
  • Bubbles diffused into the water to be treated efficiently oxidize various organic substances.
  • the oxidized organic matter aggregates and floats on the water surface. By regularly collecting and removing this, sustainable purification treatment of the water to be treated is achieved.
  • FIG. 8 is an explanatory view of a conventional one-pressurized microbubble generator.
  • a is a suction port
  • b is a suction pipe
  • c is a metering pump
  • d is a pressure pump
  • e is a pressurized tank
  • f is a discharge pipe
  • V is a discharge valve.
  • the water to be treated is pumped from the suction to the secondary side of the pump c via the suction pipe b.
  • the pressurized air sent into the pressurized tank e is dissolved therein in the water to be treated.
  • the water to be treated in which the air is dissolved is sent out as it is via the discharge pipe f and discharged from the discharge valve V.
  • the water pressure is about 1 atm
  • the air dissolved in the water to be treated becomes supersaturated at once, and turns into countless bubbles.
  • the diameter of the bubble is about 3 micron.
  • a flocculant is injected into the suction pipe b by means of a metering bomb (not shown).
  • the injected flocculant and the water to be treated are sufficiently mixed by the pressurizing pump d, and are mixed in the pressurizing tank e. Sent.
  • a primary coagulation reaction occurs in the pressurized tank e, and a secondary coagulation reaction occurs in the water outside the discharge valve V. Thereby, micro suspended matter is generated.
  • the air bubbles released from the discharge valve V adsorb the generated fine suspended substances, and forcibly levitate them.
  • the residual organic matter is oxidized by continuous discharge bubbles from the discharge valve V to maintain the water quality.
  • an aerobic bacterium is injected, and the continuous ejection of bubbles promotes their growth, thereby maintaining better water quality.
  • the sludge in the target water area is collected in a water tank, and then bubbles are generated by a pressurizing device, and the bubbles are sent to the bottom of the water tank to collect the sludge. Is separated into sludge and water containing organic matter, and sandy mud.
  • each of the above-mentioned conventional technologies reliably purifies a large amount of water to be treated such as artificial or natural ponds, swamps, rivers, seas, and other fresh water or salt water, or agricultural water or fishery water.
  • water to be treated such as artificial or natural ponds, swamps, rivers, seas, and other fresh water or salt water, or agricultural water or fishery water.
  • the first object of the invention of this application is to reliably purify a large amount of water to be treated, such as artificial or natural ponds, swamps, rivers, seas, or agricultural or aquaculture water. It is an object of the present invention to provide a water purification treatment device that can perform the treatment.
  • a second object of the invention of the present application is to provide a water purification treatment apparatus which can be operated continuously for a long period of time.
  • a third object of the invention of the present application is to provide a water purification treatment apparatus which has no possibility of damaging an ecosystem.
  • a fourth object of the invention of the present application is to provide a water purification treatment apparatus that can be applied uniformly even if the acidity and the biota of the water to be treated vary widely.
  • a fifth object of the invention of the present application is to provide a water purification treatment apparatus which achieves the above first to fourth objects and which is extremely inexpensive in manufacturing cost and operation cost. is there. Disclosure of the invention
  • the water purification treatment apparatus includes one or a plurality of intake pipes 1. Including a tube 3, an inner tube 4, a water guide plate 5, a sprinkler plate 6 with a magnet, a rotating shaft 7, a submersible motor 8, and a plurality of struts 9, 9, ...
  • a bearing 3b is provided at a central point in the top wall of the outer cylinder 3, and a water intake port 2 is provided at one or more points on the upper peripheral wall of the outer cylinder 3, respectively.
  • One or more eccentric points in the top wall of the outer shell 3 or one or more other points on the upper peripheral wall of the outer shell 3 each have an air inlet 3 p. Is drilled,
  • the sprinkler plate with magnet 6 includes a cultivating plate 6 d and a plurality of permanent magnets 6 m. 6 m,..., And a plurality of filling grooves are radially formed on the upper surface of the rotating plate 6 d. , One of the magnetic poles of each of the permanent magnets 6 m, 6 m... Is embedded in each of the buried grooves, and the other magnetic pole of each of them is projected upward from each of the buried grooves. And
  • the inner periphery of the water guide plate 5 is connected to the lower end of the outer shell 3, and the outer periphery thereof is A plurality of supports 9. 9... Are supported and fixed above the underwater motor 8 by
  • the upper end of the rotating shaft 7 is rotatably supported by the bearing 3b, and the lower end is connected to the rotating shaft of the submersible motor 8,
  • the inner cylinder 4 is supported by a rotating shaft 7 on the center axis of the outer cylinder 3, and each intake pipe 1... Is provided between the outer peripheral surface of the inner cylinder 4 and the inner peripheral surface of the outer cylinder 3.
  • the air that has flowed in from each of the water inlets 2... Is mixed with the water to be treated that flows through the water inlets 2.
  • the sprinkler plate with magnet 6 is supported by a rotating shaft 7 in parallel with the water guide plate 5, and a first gap g> between the upper surface of the magnet sprinkler plate 6 and the lower surface of the water guide plate 5>
  • a second gap g for further dividing all the bubbles in the water to be treated which flowed in from the water and further miniaturizing the bubbles, and dissolving oxygen components in each of the bubbles as much as possible in the water to be treated. 2 are formed.
  • a bearing 3b is provided at a central point in the top wall of the outer cylinder 3, and a water intake port 2 is provided at one or more points on the upper peripheral wall of the outer cylinder 3, respectively.
  • the intake holes 3 P At one or more eccentric points in the top wall of the outer cylinder 3 or at one or more other points on the upper peripheral wall of the outer cylinder 3, the intake holes 3 P,. Is drilled,
  • a number of vertically long filling grooves are formed, and in each of the filling grooves, a number of horizontally magnetized permanent magnets 4 m. 4 m. Is embedded in each individual,
  • the magnet-equipped watering plate 6 includes a rotating plate 6 d and a plurality of permanent magnets 6 m. 6 m... A plurality of filling grooves are radially formed on the upper surface of the rotating plate 6 d. In each of the buried grooves, one magnetic pole of each of the permanent magnets 6 m. 6 m,... Is buried in each of them, and each of the other magnetic poles is projected upward from each of the buried grooves. ,
  • the end portions of the intake pipes 1... are air-tightly and water-tightly connected to the respective intake holes 3 p.
  • the inner periphery of the water guide plate 5 is connected to the lower end of the outer shell 3, and the outer periphery of the water guide plate 5 is supported above the underwater motor 8 by a plurality of columns 9.9. Fixed,
  • the upper end of the rotating shaft 7 is rotatably supported by the bearing 3b, and the lower end is connected to the rotating shaft of the submersible motor 8,
  • the inner casing 4 is supported by a rotating shaft 7 on the center axis of the outer casing 3, and each intake pipe 1 is provided between the outer peripheral surface of the inner casing 4 and the inner peripheral surface of the outer casing 3.
  • the air that flows in from the water is mixed with the water to be treated that flows in from each of the water absorption pipes to generate countless fine bubbles, and the oxygen components in each of the air bubbles are mixed into the water to be treated as much as possible.
  • a first gap g, for dissolving the water, is formed, and the sprinkler plate with magnet 6 is supported by a rotating shaft 7 in parallel with the water guide plate 5, and the upper surface of the sprinkler plate with magnet 6 Between the lower surface of the plate 5 and the first gap g, all bubbles in the water to be treated which flowed in from the first gap g, are further divided and miniaturized, and the oxygen component in each of the bubbles is reduced into the water to be treated. for dissolving as much as possible, the second gap g 2 is formed.
  • a large number of vertically elongated filling grooves are also formed on the inner peripheral surface of the outer casing 3, and a large number of permanent magnets 4 m. 4 m... Magnetized in the horizontal direction are embedded in each of the filling grooves.
  • a plurality of buried grooves are radially formed also on the lower surface of the water guide plate 5, and a plurality of vertically magnetized permanent magnets 5 m. 5 m,. ing,
  • the ozone or active air generator is connected to the upstream of the intake pipe 1 directly or via a blow pipe.
  • FIG. 1 is a longitudinal sectional view of a first embodiment of the water purification treatment apparatus of the present invention.
  • FIG. 2 is a plan view of a magnet-equipped water spray plate 6 used in the first embodiment of the water purification treatment apparatus of the present invention.
  • FIG. 3 is a longitudinal sectional view of the outer casing 3 used in the first embodiment of the water purification treatment apparatus of the invention of this application, taken along different cut surfaces.
  • FIG. 4 is an explanatory view of a second embodiment of the water purification treatment apparatus of the present invention.
  • FIG. 5 is a sectional view of a third embodiment of the water purification treatment apparatus of the present invention.
  • FIG. 6 is a bottom view of a magnet-provided water guide plate which is a main part of a fourth embodiment of the water purification treatment apparatus of the present invention.
  • FIG. 7 is an explanatory diagram of a conventional gas-liquid mixing device.
  • FIG. 8 is an explanatory view of a conventional pressurized floating type water purification / maintenance device.
  • FIG. 9 is an explanatory view of a tiller vortex generated between two rotating cylinders.
  • FIG. 10 is an explanatory diagram of a method for collecting and detecting ultra-fine bubbles used in an experiment for confirming the effect of the present invention.
  • FIG. 1 to FIG. 3 are explanatory views of a first embodiment of the water purification treatment apparatus of the invention of the present application.
  • Fig. 1 is a cross-sectional view of the device in one longitudinal section
  • Fig. 2 is a cross-sectional view of only the upper half of the device in another vertical section orthogonal to it
  • Fig. 3 is a diagram with a magnet forming a main part of the device. It is a top view of a watering board.
  • 1 is an intake pipe
  • 2.2 is a water intake
  • 3 is a cylindrical outer shell
  • 4 is a cylindrical or cylindrical rotary inner shell.
  • 5 is a water guide plate
  • 6 is a disk-shaped sprinkler plate with magnet
  • 6 d is a rotating plate
  • 6 m is a permanent magnet
  • 7 is a rotating shaft
  • 8 is a submersible motor
  • 9 is a column.
  • a long and flexible tube (hose) is used for the intake pipe 1.
  • an upright and stiff tube is used (see Figure 7).
  • the number of the intake pipes 1 is one in FIGS. 1 and 2, it does not prevent the number of intake pipes from being two or more as described later. Outside the water inlet 2, a wire mesh or other dust eliminator can be installed to prevent accidental dust inflow.
  • a bearing 3b is provided at a center point in the top wall of the outer shell 3.
  • one intake hole 3 p is formed in the upper peripheral wall of the outer cylinder 3.
  • the intake hole 3 p can be formed at one eccentric point in the top wall of the outer casing 3.
  • the number of intake holes 3p does not prevent the number of intake holes from being two or more.
  • the water guide plate 5 is composed of only an annular plate.
  • the annular plate is formed as a whole in an annular shape by forming a relatively large circular hole in the center of the disk. See Figure 6).
  • the magnet-equipped watering plate 6 includes a rotating plate 6d and three permanent magnets 6m.6m.6m. Each permanent magnet 6 m. 6 m, 6 m is magnetized in the vertical direction. In some cases, the number of permanent magnets can be two, or more than three. If a large number of permanent magnets (six or more) are used, the center part of every other permanent magnet can be cut off to average the magnet spacing.
  • Each of the permanent magnets used here may be a single permanent magnet, or may be a plurality of small permanent magnets connected in a line. The same applies hereinafter.
  • Three buried grooves are formed radially (or radially) on the upper surface of the rotating plate 6d. It is.
  • the number of buried trenches can be two, depending on the case, or even more than four.
  • Three (generally more than one) buried grooves are filled with three (generally more than one) permanent magnets 6 m, 6 m, and 6 m in each lower magnetic pole, but their upper magnetic poles are However, it is projected upward from each filling groove.
  • Each permanent magnet 6 m. 6 m. 6 m with its upper end protruding upward also serves as a rotating blade in a centrifugal bomb.
  • the number of the struts 9 is four in FIG. 1, it can be two or three in some cases, or can be five or more.
  • the end (the left end in FIG. 2) of the long and flexible intake pipe 1 is air-tightly and water-tightly connected to an intake hole 3 p formed in the upper peripheral wall of the outer casing 3.
  • the intake pipe 1 is laid below the surface of the water area during operation to prevent the landscape of the target water area from being impaired, and its starting end is to be placed on the ground near the water area. Become.
  • an upright / inflexible pipe body is used as the intake pipe 1, and its end portion (in short, (Lower end) is connected to the intake hole 3P.
  • the inner periphery of the water guide plate 5 is firmly connected to the lower end of the outer casing 3.
  • the upper ends of the four (generally plural) columns 9.9, 9, 9 are, for example, welded to the outer periphery of the water guide plate 5 or its vicinity (hereinafter simply referred to as “outer periphery J”. ).
  • the lower ends of the four columns 9.9.9.9.9 are directly connected to the underwater motor 8. These struts can be bent outward or bent. By doing so, the diameter of the magnet-equipped sprinkler plate 6 can be made larger than in FIG.
  • the underwater motor 8 may be housed in a protective housing or fixed to a mounting table depending on the case.
  • the lower ends of the columns 9, 9.9.9 are fixed to a housing or a mounting table.
  • it is connected to the underwater motor 8 via a housing or a mounting table.
  • the rotating shaft portion (portion near the upper end portion) corresponding to the suction hole 3P is cut away so that the rotation shaft 7 does not obscure the suction hole 3p.
  • the upper end of the rotating shaft 7 is rotatably supported by a bearing 3 b, and the lower end is connected to the rotating shaft of the submersible motor 8.
  • the inner cylinder 4 is supported by a rotating shaft 7 on a center axis line in the outer cylinder 3.
  • a first gap g is formed between the outer peripheral surface of the inner shell 4 and the inner peripheral surface of the outer shell 3.
  • the first gap mixes the air sucked from the intake pipe 1 with the water to be treated sucked from each of the water inlets 2 and 2 to generate countless minute bubbles, and also converts the oxygen component in each of the bubbles into the air. This is to dissolve as much as possible in the water to be treated.
  • the sprinkler plate with magnet 6 is supported by a rotating shaft 7 so as to be in parallel with the water guide plate 5.
  • a second gap g 2 is provided between the upper surface of the magnet-equipped water spray plate 6 and the lower surface of the water guide plate 5. Is formed. Second gap g 2, for example from 0.7 to 0. Shall be the order of 8 mm. In this gap, all the bubbles in the water to be treated which flowed in from the first gap g, are further divided to be extremely fine, and the oxygen component in each of the bubbles is dissolved as much as possible in the water to be treated. It is to make it.
  • the outer casing 3 is completely sunk in advance in the same water area in advance so that the landscape of the target water area is not likely to be damaged.
  • the transmission line for transmitting power from the commercial power source to the underwater motor 8 is laid underground in the target water area so as not to damage the landscape of the target water area.
  • the number of rotations of the submersible motor 8, that is, the magnet-equipped sprinkling plate 6 and the inner casing 4 is, for example, about 400 rotations or more.
  • the sprinkler plate with magnet 6 and the water guide plate 5 cooperate to perform the same function as a centrifugal pump.
  • the water to be treated in the second gap g2 is discharged in the horizontal direction, and the internal water pressure decreases, and becomes equal to or lower than the atmospheric pressure (negative pressure).
  • the first gap also has a negative pressure, and the water level drops, so that air flows in from the intake pipe 1 and water to be treated flows in from the water absorption pipe 2.
  • the water to be treated that has flowed into the first gap is dragged by the high-speed rotation of the rotary inner cylinder 4 and rotates at a high speed.
  • the descended water surface in the outer shell 3 violently undulates and bubbling, and countless small eddies as secondary flows are generated below the water surface.
  • the vortex generation mechanism at this time is considered to be almost the same as the tiller vortex generation mechanism shown in Fig. 9. (For details on the Tiller vortex, see “Mechanical Engineering Service (New Edition, Second Printing)”, pages A5-128, published in May 1963, The Japan Society of Mechanical Engineers).
  • the inflowing air is efficiently mixed with the inflowing water to be treated, and becomes innumerable fine bubbles.
  • the oxygen component in each of the microbubbles is efficiently dissolved into the oxygen-deficient water to be treated.
  • the water to be treated in the first gap descends while increasing the number of microbubbles and the amount of dissolved oxygen, and the gap between the water guide plate 5 and the rotary sprinkler plate with blades s (second Flows into the gaps g,).
  • the second gap g 2 receives the synergy with Bon Bing effect and electromagnetic action of the blade with the sprinkler plate s, divided with all the microbubbles inflow water being treated and the subdivision and is made, submitted Ultra-fine bubbles of the order of Cron are generated, and the oxygen component in each of the micro-bubbles or the ultra-fine bubbles is further dissolved in the water to be treated.
  • the water to be treated which contains microbubbles and dissolved oxygen, is released in the horizontal direction by the bombing action of the rotary sprinkler plate s with blades, and is diffused into the water to be treated.
  • microbubbles and dissolved oxygen thus formed do not float up in the water to be treated in a short time and stay in the water for an extremely long time.
  • the present inventors and the practice of the present invention show that they diffuse throughout the water area, and therefore, are significantly superior to the conventional gas-liquid mixing apparatus. It has already been demonstrated by the creators of the form.
  • each water molecule has a hydrogen-oxygen-hydrogen bond state that is not linear, but a polygonal line with an included angle of 105 degrees.
  • the probability distribution is not symmetrical and forms an electric dipole.
  • oxygen molecules are paramagnetic (that is, they form a magnetic dipole), so when given relative motion with the magnetic field, the energy (primarily the energy of the rotational motion of the molecule and the energy of the translational motion) Energy), and the energy level is raised.
  • the energy primarily the energy of the rotational motion of the molecule and the energy of the translational motion
  • the energy level is raised.
  • oxygen molecules in the magnetic field are activated, and the oxygen molecules on the bubble surface break through the water boundary surface and become easily dissolved therein.
  • the dissolved oxygen and ultrafine bubbles diffused into the water to be treated efficiently oxidize various organic substances.
  • planktonic algae eg, aoko
  • microbubbles can be innumerably bound to the bottom of the water (microbial layer) to give them buoyancy and float in large units. (During the experiment, a lump with a diameter of about 20 to 30 centimeters surfaced, and sometimes a monstrous sound was heard.)
  • the floating scum is periodically collected by appropriate means and disposed of, and is disposed of, so that the water purification process for the target water area can be achieved with sustainability. It is.
  • FIG. 4 is a sectional view of the second embodiment.
  • 1 is an intake pipe
  • 2 and 2 are water intake ports
  • 3 is a cylindrical outer cylinder
  • 4 is a cylindrical or cylindrical inner cylinder with a magnet
  • 4 m In this embodiment, permanent magnets are newly introduced
  • 5 is a water guide plate
  • 6 is a disk-shaped sprinkler plate with magnet
  • 3 m is a permanent magnet
  • 7 is a rotating shaft
  • 8 is a submersible motor
  • 9 is a column. .
  • the above-mentioned members are the same as those of the first embodiment except for the inner shell 4 with a magnet.
  • a large number of vertically long filling grooves are formed on the outer peripheral surface of the inner casing 4.
  • a large number of permanent magnets 4 m. 4 m,..., which are magnetized in the horizontal direction, are embedded in each of the filling grooves.
  • the permanent magnets 4 m. 4 m... May be arranged discretely in the vertical direction (vertical direction) of the inner casing 4 as shown in the figure, and may be arranged throughout the vertical direction. They may be arranged so as to be continuous.
  • the outer peripheral surface of the magnet-equipped inner cylinder 4 is flush in FIG. 4, but the permanent magnets 4 m. 4 m... May be slightly projected.
  • a first gap g is formed between the outer peripheral surface of the magnet-attached barrel 4 and the inner peripheral surface of the outer casing 3.
  • a negative pressure (atmospheric pressure or lower) results in a negative pressure (atmospheric pressure or lower), and the water level drops.
  • the water to be treated that has flowed into the first gap is rotated at a high speed by the high-speed rotation of the inner casing 4 with magnets, similarly to the first embodiment.
  • the descending water surface in the outer shell 3 undulates violently, and countless vortices are generated as secondary flows below the water surface.
  • the inflowing air is efficiently mixed with the inflowing water to be treated, and becomes innumerable fine bubbles.
  • the oxygen component in each of the microbubbles is efficiently dissolved in the water to be treated. This is the same as in the first embodiment.
  • a large number of permanent magnets 4 m. 4 m,... are embedded in the outer peripheral surface of the inner casing 4, so that each point in the first gap g is horizontal. Since the magnetic field in the direction (strictly speaking, the radial direction) is generated, the interaction between the magnetic field and the water molecule, the induced current and the water molecule are the same as in the second gap g, in the first embodiment. Interaction with the magnetic field and the oxygen molecules, and their synergistic effects, generate finer bubbles in the water to be treated in the first gap g Fantasy More oxygen components in the bubbles can be dissolved in the water to be treated.
  • FIG. 5 is a sectional view of the third embodiment.
  • 1 is an intake pipe
  • 2.2 is a water intake
  • 3 is a cylindrical outer shell with a magnet
  • 4 is a cylindrical inner cylinder with magnets
  • 5 is a water guide plate
  • 6 is a disk-shaped sprinkler plate with magnets
  • 6 d is a rotating plate
  • 6 m is a permanent magnet
  • 8 is a submersible motor
  • 9 is a column.
  • a large number of vertically long filling grooves are formed on the inner peripheral surface of the outer cylinder 3.
  • the magnetic field in the first gap is strengthened by the action of the large number of permanent magnets 3 m. 3 m...
  • the interaction between the action, the induced current and the water molecules, and the interaction between the magnetic field and the oxygen molecules are also strengthened, and the synergistic effect of them produces finer bubbles in the water to be treated in the first gap. Further, more oxygen components in the bubbles can be dissolved in the water to be treated.
  • the rest of the third embodiment is the same as the second embodiment.
  • FIG. 6 is a bottom view of a water guide plate with magnets, which is a main part of the fourth embodiment.
  • 5 is a water guide plate with a magnet
  • 5 d is an annular plate
  • 5 m. 5 m... Are permanent magnets.
  • Other members are the same as those in the first to third embodiments.
  • the water guide plate with magnet 5 is composed of an annular plate 5d and three (generally a plurality of) permanent magnets 5m, 5m and 5m.
  • the annular plate 5d has an annular shape as a whole due to the presence of a relatively large circular hole 5c in the center.
  • a plurality of filling grooves are radially formed also on the lower surface (bottom surface) of the annular plate 5d.
  • each of the buried grooves three (generally plural) permanent magnets 5 m, 5 m, 5 m, which are magnetized in the vertical direction, are embedded.
  • the permanent magnets 5 m, 5 m, and 5 m are embedded in the lower surface of the water guide plate 5. Therefore, finer bubbles can be generated in the water to be treated, and more oxygen components in the bubbles can be dissolved in the water to be treated.
  • the action of 5 m during the second gap g 2
  • the interaction between the magnetic field and the water molecules, the interaction between the induced current and the water molecules, and the interaction between the magnetic field and the oxygen molecules are also strengthened due to the strengthened magnetic field inside. Air bubbles are generated in the water to be treated in the second gap g2, and the oxygen component in the air bubbles is larger. It is dissolved in the water to be treated.
  • an ozone generator or an active air generator is used together.
  • the ozone generator or the active air generator is installed on the ground, and an intake hole 3 p formed in the upper peripheral wall of the outer shell 3 through a long and flexible intake pipe 1.
  • the connection is airtight and watertight.
  • the intake pipe 1 will be laid below the surface of the water area during operation so that the landscape of the water area to be treated is not damaged.
  • the ozone or active air generated by those devices is sent into the inside of the outer casing 3 through the flexible intake pipe 1 and the intake port 3p.
  • the ozone generator or the active air generator may be provided above the outer cylinder 3 and above the water surface by appropriate means. Fixed at. The ozone or active air generated by these devices is similarly sent into the inside of the outer casing 3 through the upright and rigid intake pipe 1. At this time, the main body of the water purification treatment device must be firmly held so as not to fall.
  • the main body of the water purification treatment device in order to cope with fluctuations in the water surface of the water area to be treated, is connected to an appropriate float and floated from the bottom of the water. Therefore, the water depth and the water pressure of the intake manifold 2 are also kept from fluctuating.
  • a water purification treatment method according to a seventh embodiment will be described.
  • the water purification is continued by the methods and apparatuses according to the first to sixth embodiments.
  • bacteria anerobic bacterium to ammonia decomposition bacteria
  • Bubbles that immediately rise to the surface of the water near the water purification treatment device operating in the target water area are easily visible, but such bubbles have a large diameter and thus contribute little to water purification.
  • Bubbles that can contribute to water purification are considered to be 2-3 micron diameters or smaller. Therefore, the existence of such bubbles cannot be confirmed by hand. Observation with a microscope is probably not effective, since the bubbles are lost during the pretreatment stage. Furthermore, it is theoretically impossible to discriminate, by light, the presence or absence of a bubble whose wavelength is below the wavelength of light (submicron order).
  • microbubbles inside or below the transparent container w float as they are or mutually.
  • the dissolved gas bubbles and floats are collected on the inner surface (trap) of the bottom wall.
  • the trapped bubbles combine with each other to form larger bubbles.
  • the height of the container w should be as large as possible.
  • the water area of this artificial pond is estimated to be 80 meters long, 70 meters wide and slightly more than 1 meter deep in the center, and an estimated 5,000 tons of water to be treated is estimated. Is filled with.
  • the floating material at this time was a reaction product formed by oxidation from the microbubbles or dissolved oxygen from the apparatus.
  • aoko On a sunny day, aoko is actively consumed by consuming nitrogen and phosphorus. It proliferates, and the proliferated ako dies and reacts with microbubbles or dissolved oxygen. They were collected and combined with the subsequent air bubbles to give buoyancy and to float on the water surface.
  • the processing equipment can be operated continuously. Therefore, water purification The effect can be maintained for a long time.

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Water Treatment By Electricity Or Magnetism (AREA)
  • Physical Water Treatments (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)
  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)

Abstract

A water quality purification device for generating extremely fine bubbles and dissolving oxygen components in intake-water from a purification object water zone, and continuously emitting them into the object water zone, comprising an intake pipe (1), an outer shell cylinder (3), an outer shell cylinder (4), a water guide plate (5), a water spray plate (6) equipped with a rotating magnet, a rotary shaft (7) and an underwater motor (8). The vortex flow generated between the rotary inner shell cylinder (4) and the outer shell cylinder (3) mixes air with water to form numerous very fine bubbles and dissolves the oxygen components in the bubbles into intake water. The very fine bubbles coming from above are further divided and converted to finer bubbles by the synergistic operation by the pumping operation and an electromagnetic operation between the water spray plate and the water guide plate (5), and the oxygen components in these bubbles are further dissolved in water.

Description

明 細 書 水質浄化処理装置 技術分野  Description Water purification system Technical field
この出願の発明は、 有機物等によ って汚濁 · 汚染され、 或は富栄養化 して藻類の繁殖した処理対象水の水質浄化をするための、 水質浄化処理 方法及び装置に関する。  The invention of this application relates to a water purification treatment method and apparatus for purifying water to be treated, which is polluted and contaminated by organic matter or the like, or is eutrophic and in which algae are propagated.
特に、 工業廃水、 生活廃水等の流入によ り汚濁 · 汚染された池、 堀、 運河、 湖沼、 河川、 湾岸水等々の水質浄化をするための、 又、 水槽、 川 、 内海等々 を利用 した養殖漁場の水質浄化をするための、 更には水耕栽 培等の農業用水の水質浄化をするための、 水質浄化処理方法及び装置に 関する。 背景技術  In particular, polluted by the inflow of industrial wastewater and domestic wastewater, etc. The present invention relates to a water purification treatment method and apparatus for purifying water quality of aquaculture and fishing grounds, and further for purifying water for agricultural use such as hydroponics. Background art
池、 堀、 運河、 湖沼、 河川、 湾岸水等々 に係る水質浄化処理技術、 水 槽、 川、 内海等々 を利用 した養殖漁場に係る水質浄化処理技術、 又は飲 料水 (例えば水道水や ミ ネラルウ ォ ー タ ー ) に係る水質浄化処理技術と しては、 従来から、 下記の如き手段方法が知られていた。  Water purification technology for ponds, moats, canals, lakes, marshes, rivers, shore waters, etc .; The following means have been known as water purification treatment techniques according to (a).
( 1 ) ミ ネラル系水処理液による水質浄化処理、  (1) Water purification treatment with mineral water treatment liquid,
( 2 ) オゾンによる水質浄化処理、  (2) Water purification treatment with ozone,
( 3 ) 活性汚泥による水質浄化処理、  (3) Water purification treatment with activated sludge,
( 4 ) 生物逋過によ る水質浄化処理、  (4) Water purification by biological communication
( 5 ) 工業薬品を利用 した凝集沈殿による水質浄化処理、  (5) Water purification treatment by coagulation and sedimentation using industrial chemicals,
( 6 ) 人工紫外線による水質浄化処理、 ( 7 ) 曝気 (ばつ き) による水質浄化処理、 (6) Water purification treatment by artificial ultraviolet rays, (7) Water purification treatment by aeration
( 8 ) 微生物 (例えば光合成細菌) による水質浄化処理、  (8) Water purification treatment by microorganisms (for example, photosynthetic bacteria),
( 9 ) 以上の組合せによる水質浄化処理。  (9) Water purification treatment by the above combination.
従来の曝気による水質浄化処理方法について説明する。  A conventional water purification treatment method by aeration will be described.
第 7図は、 従来の一気液混合装置の断面図である。  FIG. 7 is a cross-sectional view of a conventional gas-liquid mixing device.
第 7図において、 1 は吸気管、 2 は吸水口、 3 は外郭简、 4 は回転式 内郭筒、 5 は導水板、 s は羽根付散水板、 V は回転羽根、 7 は回転軸、 8 は水中モータ、 9 は支柱である。  In Fig. 7, 1 is an intake pipe, 2 is a water intake, 3 is an outer shell, 4 is a rotary inner cylinder, 5 is a water guide plate, s is a sprinkler plate with blades, V is a rotary blade, 7 is a rotary shaft, 8 is a submersible motor and 9 is a column.
回転式内郭筒 4の直径は、 例えば 2 7 mm程度、 回転式内郭筒 4の外周 面と外郭简 3の内周面との間の間隙 (第 1 の間隙 g i ) の寸法は、 例え ば 3 〜 1 0 關の程度と する。 回転式内郭筒 4 と回転式散水板 s の回転数 は、 例えば 7 0 0 0 回転 分以上とする。  The diameter of the rotary inner cylinder 4 is, for example, about 27 mm, and the size of the gap (the first gap gi) between the outer peripheral surface of the rotary inner cylinder 4 and the inner peripheral surface of the outer shell 3 is, for example, For example, it is about 3 to 10 relations. The number of rotations of the rotary inner casing 4 and the rotary sprinkler plate s is, for example, equal to or more than 700 rotations.
羽根付散水板 s が回転する と、 それと導水板 5 とが協同して、 遠心ボ ンブと 同様な働きをするから、 それらの周縁部寄り が大気圧以上 (正圧 ) と な り 、 反対に内郭简 4の下面寄り が大気圧以下 (負圧) と なる。 そのため、 第 1 の間隙 g , 内も負圧と な り 、 吸気管 1 からは空気が流 入し、 吸水ロ 2 からは処理対象水が流入する。  When the sprinkler plate s with the blade rotates, the sprinkler plate 5 and the water guide plate 5 cooperate with each other to perform the same function as the centrifugal bomb, so that their peripheral portions become higher than the atmospheric pressure (positive pressure). The lower surface of the inner 简 4 becomes lower than the atmospheric pressure (negative pressure). Therefore, the inside of the first gap g, also has a negative pressure, so that air flows in from the intake pipe 1 and water to be treated flows in from the water absorption pipe 2.
第 1 の間隙 内に流入した処理対象水は、 回転式内郭筒 4の高速回 転に引き摺られて高速で回転しながら、 降下する。 同時に、 激しい渦流 が発生する。  The water to be treated that has flowed into the first gap descends while being rotated at a high speed by the high-speed rotation of the rotary inner cylinder 4. At the same time, a strong swirl occurs.
流入し空気は、 処理対象水に効率よ く 混合され、 無数の微小な気泡と なる。  The inflowing air is efficiently mixed with the water to be treated, forming countless minute bubbles.
発生した気泡は、 処理対象水と共に降下して、 導水板 5 と羽根付散水 板 s との間の間隙 (第 2 の間隙 g , ) に流入し、 回転羽根 Vによって、 更に分割され、 微小化されて、 水平方向に放出され、 処理対象水域に拡 散される。 The generated bubbles descend together with the water to be treated, flow into the gap (second gap g,) between the water guide plate 5 and the watering plate with blades s, are further divided by the rotating blades V, and are miniaturized. And discharged horizontally to spread to the target water area. Be scattered.
処理対象水中域に拡散された気泡は、 種々の有機物を効率的に酸化す る。 酸化された有機物は、 凝集して水面に浮上する。 これを定期的に、 捕集し且除去する事によって、 処理対象水に対する持続性のある浄化処 理が達成される。  Bubbles diffused into the water to be treated efficiently oxidize various organic substances. The oxidized organic matter aggregates and floats on the water surface. By regularly collecting and removing this, sustainable purification treatment of the water to be treated is achieved.
(この種の気液混合装置は、 こ の出願の発明者が多年各所の水質浄化 に用いて来たと ころである) 。  (This type of gas-liquid mixing device has been used for water purification in various places for many years by the inventor of this application).
従来の加圧浮上式水質浄化処理方法について説明する。  A conventional pressurized floating type water purification treatment method will be described.
第 8 図は、 従来の一加圧式微細気泡発生装置の説明図である。  FIG. 8 is an explanatory view of a conventional one-pressurized microbubble generator.
第 8 図において、 aは吸込口、 b は吸込管、 c は定量ポンプ、 dは加 圧ポンプ、 e は加圧タ ンク、 f は吐出管、 V は吐出弁である。  In Fig. 8, a is a suction port, b is a suction pipe, c is a metering pump, d is a pressure pump, e is a pressurized tank, f is a discharge pipe, and V is a discharge valve.
定量ポンプ c によって、 処理対象水が吸込 から吸込管 b を介して 同ポンプ cの二次側に汲み上げられる。  By the metering pump c, the water to be treated is pumped from the suction to the secondary side of the pump c via the suction pipe b.
同二次側には、 8 k g以上の空気が圧入され、 次いで加圧ボンブ dに よ って加圧タ ンク e に送られる。  8 kg or more of air is injected into the secondary side, and then sent to the pressurized tank e by the pressurized bomb d.
加圧タ ンク e 内に送り込まれた加圧空気は、 そこにおいて、 処理対象 水中に溶解される。  The pressurized air sent into the pressurized tank e is dissolved therein in the water to be treated.
空気が溶解された処理対象水は、 そのま ま、 吐出管 f を介して送 り 出 され、 吐出弁 Vから吐出される。 吐出弁 Vの外側水域では、 水圧が略 1 気圧程度であるから、 処理対象水中に溶解されていた空気は、 一気に過 飽和状態と な り 、 無数の気泡と化すこ と と なる。 この時、 気泡の直径は 、 大体 3 ミ ク ロ ンの程度である。  The water to be treated in which the air is dissolved is sent out as it is via the discharge pipe f and discharged from the discharge valve V. In the water area outside the discharge valve V, since the water pressure is about 1 atm, the air dissolved in the water to be treated becomes supersaturated at once, and turns into countless bubbles. At this time, the diameter of the bubble is about 3 micron.
処理対象水が過度に汚れている時は、 凝集剤が、 定量ボンブ (図示し ない) によって、 吸込管 b中に注入される。 注入された凝集剤と 、 処理 対象水と は、 加圧ポンプ dによって十分に混合され、 加圧タ ンク e 内に 送 り込まれる。 If the water to be treated is too dirty, a flocculant is injected into the suction pipe b by means of a metering bomb (not shown). The injected flocculant and the water to be treated are sufficiently mixed by the pressurizing pump d, and are mixed in the pressurizing tank e. Sent.
加圧タ ンク e 内では、 一次凝集反応が起り 、 吐出弁 Vの外側水域では 、 二次凝集反応が起る。 それによつて、 微小浮遊物質が生成される。 吐出弁 Vから放出された気泡は、 生成した微小浮遊物質を吸着し、 そ れらを強制浮上させる こ と と なる。  A primary coagulation reaction occurs in the pressurized tank e, and a secondary coagulation reaction occurs in the water outside the discharge valve V. Thereby, micro suspended matter is generated. The air bubbles released from the discharge valve V adsorb the generated fine suspended substances, and forcibly levitate them.
凝集剤によ る水質浄化終了後は、 吐出弁 Vからの連続吐出気泡によつ て、 残留有機物を酸化せしめて、 水質維持を計るのである。  After the completion of the water purification by the coagulant, the residual organic matter is oxidized by continuous discharge bubbles from the discharge valve V to maintain the water quality.
更には、 好気性バクテ リ アを投入し、 連続吐出気泡によってその増殖 を促進して、 よ り良い水質維持を計るのである。  In addition, an aerobic bacterium is injected, and the continuous ejection of bubbles promotes their growth, thereby maintaining better water quality.
(超微細気泡を利用 した上記水質浄化維持装置は、 株式会社パワー社 1 9 9 7年 7 月発行 「環境用水浄化実例集 ( 1 ) 」 (第 1 版第 2刷) 第 9 4 ~ 9 8頁に開示されている)  (The above water purification system using ultra-fine air bubbles is described in “Power Water Purification Examples (1)” published by Power Corporation in July 1997 (1st edition, 2nd printing) No. 94-98 Page)
最後に、 汚れの酷 (ひど) い湖沼等の水底のへ ドロを取り 除く ための 、 気泡と イ オ ンを併用 した加圧浮上分離法について説明する。  Finally, a pressurized flotation method using both air bubbles and ions to remove sludge from the bottom of water, such as lakes and marshes that are extremely dirty, will be described.
この方法は、 ブラスに帯電する 3 ミ クロ ンの微細な気泡を、 表面がマ ィ ナスにイ オン化する有機物に付着させ、 同有機物を浮上させる と いう ものである。  In this method, fine bubbles of three microphones charged on a brass are attached to an organic substance whose surface is ionized negatively, and the organic substance is floated.
具体的には、 対象水域のへ ド ロを水槽に採取し、 次いで加圧装置で気 泡を発生させ、 その気泡を水槽の底部に送 り込むこ と に よ っ て、 採取し たへ ドロを、 有機分を含んだヘ ドロ と水、 及び砂状の泥に分離する と い う ものである。  Specifically, the sludge in the target water area is collected in a water tank, and then bubbles are generated by a pressurizing device, and the bubbles are sent to the bottom of the water tank to collect the sludge. Is separated into sludge and water containing organic matter, and sandy mud.
この方法によれば、 化学的酸素要求量 ( C O D ) を高める原因と もな つ ている有機物の 4分の 1 が除去される と いう こ とである。 但し、 分離 後の泥から出るアンモニア性窒素の除去は、 別途の方法でなされなけれ ばならない。 (千葉県手賀沼から採取したヘ ドロについての千葉工大教授等による 1 9 9 7年 6 月以来の 3度目の現地実験は、 同年 9 月 2 4 日付の読壳新 聞紙上に紹介されている) 。 This method removes one-quarter of the organic matter that also increases the chemical oxygen demand (COD). However, removal of ammonia nitrogen from mud after separation must be done by a separate method. (The third on-site experiment since June 1997 by Professor Chiba Institute of Technology on sludge collected from Teganuma, Chiba Prefecture was introduced in a reading newspaper on September 24 of the same year. ).
前記各従来技術は、 第一に、 人工乃至自然の池、 沼、 川、 海等々の淡 水又は塩水、 或は農業用水又は漁業用水等々の膨大な処理対象水を、 確 実に浄化する こ とが、 甚だ困難であっ た。  First, each of the above-mentioned conventional technologies reliably purifies a large amount of water to be treated such as artificial or natural ponds, swamps, rivers, seas, and other fresh water or salt water, or agricultural water or fishery water. However, it was extremely difficult.
第二に、 処理操作を連続的に実施する こ とが、 困難乃至不可能であつ た。 従って、 水質浄化作用を長期間に亙って維持する こ とが、 困難乃至 不可能であっ た。 第三に、 中和剤や凝集剤を反復的に使用する と きは 、 処理対象の生態系を損なう虞があっ た。  Second, it was difficult or impossible to carry out the processing operations continuously. Therefore, it has been difficult or impossible to maintain the water purification action for a long period of time. Third, when a neutralizing agent or a flocculant is used repeatedly, there is a risk that the ecosystem to be treated is damaged.
第四に、 処理対象水の酸性度や生物相等々 は千差万別なのであるが、 従来の技術は、 その様な処理対象水に対して一律に適用する こ とが困難 乃至不可能であっ た。  Fourth, although the acidity and biota of the water to be treated vary widely, it is difficult or impossible for conventional technologies to apply uniformly to such water to be treated. Was.
第五に、 従来の技術は、 製造コス トや運転コス トが高過ぎた。 従って 、 地方自治体、 或は農業経営者、 養殖漁業経営者、 又はゴルフ場経営者 等々 の負担が大き過ぎた。  Fifth, conventional technologies have been too costly to manufacture and operate. Therefore, the burden on local governments, farmers, aquaculture fisheries managers, golf course managers, etc. was too great.
それ故、 この出願の発明の第 1 の目的は、 人工又は自然の池、 沼、 川 、 海、 或は農業用水又は養殖漁業水等々の、 多量の処理対象水を、 確実 に浄化する こ と の出来る、 水質浄化処理装置を提供する こ と にある。 この出願の発明の第 2 の目的は、 長期間に亙って連続的に運転する こ と が出来る、 水質浄化処理装置を提供する こ と にある。  Therefore, the first object of the invention of this application is to reliably purify a large amount of water to be treated, such as artificial or natural ponds, swamps, rivers, seas, or agricultural or aquaculture water. It is an object of the present invention to provide a water purification treatment device that can perform the treatment. A second object of the invention of the present application is to provide a water purification treatment apparatus which can be operated continuously for a long period of time.
この出願の発明の第 3の目的は、 生態系を損なう虞の全く ない、 水質 浄化処理装置を提供する こ と にある。  A third object of the invention of the present application is to provide a water purification treatment apparatus which has no possibility of damaging an ecosystem.
この出願の発明の第 4の目的は、 処理対象水の酸性度や生物相等々が 千差万別であっても、 一律に適用するこ と の出来る、 水質浄化処理装置 を提供する こ と にある。 A fourth object of the invention of the present application is to provide a water purification treatment apparatus that can be applied uniformly even if the acidity and the biota of the water to be treated vary widely. To provide
この出願の発明の第 5の目的は、 上記第 1 〜第 4の目的を達成し、 而 も製造コス 卜 や運転コ ス 卜の大幅に低廉な、 水質浄化処理装置を提供す る こ と にある。 発明の開示  A fifth object of the invention of the present application is to provide a water purification treatment apparatus which achieves the above first to fourth objects and which is extremely inexpensive in manufacturing cost and operation cost. is there. Disclosure of the invention
前記の問題点を解決し、 且つ前記の目的を達成するために、 この出願の発明の水質浄化処理装置は、 第 1 の実施の形態では、 1 又は複数個の吸気管 1 . … と、 外郭筒 3 と 、 内郭筒 4 と 、 導水板 5 と 、 磁石付散水板 6 と 、 回転軸 7 と 、 水中モータ 8 と 、 複数個の支柱 9 , 9 . … と を含有し、  In order to solve the above problems and achieve the above object, in the first embodiment, the water purification treatment apparatus according to the present invention includes one or a plurality of intake pipes 1. Including a tube 3, an inner tube 4, a water guide plate 5, a sprinkler plate 6 with a magnet, a rotating shaft 7, a submersible motor 8, and a plurality of struts 9, 9, ...
外郭筒 3 の頂壁内の中心点には、 軸受 3 bが配設され、 同外郭筒 3の 上部周壁の 1 又は複数個の点にはそれぞれ、 吸水口 2 . …が穿設され、 同外郭筒 3 の頂壁内の 1 若し く は複数個の偏心点、 又は同外郭筒 3 の上 部周壁の他の 1 若し く は複数個の点にはそれぞれ、 吸気孔 3 p . …が穿 設され、  A bearing 3b is provided at a central point in the top wall of the outer cylinder 3, and a water intake port 2 is provided at one or more points on the upper peripheral wall of the outer cylinder 3, respectively. One or more eccentric points in the top wall of the outer shell 3 or one or more other points on the upper peripheral wall of the outer shell 3 each have an air inlet 3 p. Is drilled,
導水板 5 の中央部には、 比較的大怪の空孔が形成され、  A relatively large hole is formed in the center of the water guide plate 5,
磁石付散水板 6 は、 回耘板 6 d と 、 複数個の永久磁石 6 m . 6 m , … と を含有し、 該回転板 6 dの上面には、 複数個の埋め溝が放射状に穿設 され、 該各埋め溝には、 該各永久磁石 6 m , 6 m . …の一方の磁極が各 個に埋め込まれ、 それらの各他方の磁極は各埋め溝から各個に上方に突 出せしめられ、  The sprinkler plate with magnet 6 includes a cultivating plate 6 d and a plurality of permanent magnets 6 m. 6 m,..., And a plurality of filling grooves are radially formed on the upper surface of the rotating plate 6 d. , One of the magnetic poles of each of the permanent magnets 6 m, 6 m... Is embedded in each of the buried grooves, and the other magnetic pole of each of them is projected upward from each of the buried grooves. And
外郭筒 3 の各吸気孔 3 P , …には、 各吸気管 1 . …の終端部が気密且 つ水密に接続され、  The end portions of the respective intake pipes 1... Are connected to the respective intake holes 3 P,.
導水板 5の内周部は、 外郭简 3の下端部に接続され、 その外周部は、 複数個の支柱 9 . 9 . …によって、 水中モータ 8 の上方に、 支持 ' 固定 され、 The inner periphery of the water guide plate 5 is connected to the lower end of the outer shell 3, and the outer periphery thereof is A plurality of supports 9. 9... Are supported and fixed above the underwater motor 8 by
回転軸 7の上端部は、 軸受 3 b によって回転自在に支持される と共に 、 その下端部は、 水中モータ 8の回転軸に連結され、  The upper end of the rotating shaft 7 is rotatably supported by the bearing 3b, and the lower end is connected to the rotating shaft of the submersible motor 8,
内郭筒 4 は、 外郭筒 3 の中心軸線上に、 回転軸 7 によって軸支され、 内郭筒 4の外周面と外郭筒 3 の内周面との間には、 各吸気管 1 . …か ら流入した空気を各吸水口 2 . …から流入した処理対象水に混合して無 数の微小な気泡を生成させる と共に該各気泡中の酸素成分を該処理対象 水中に可及的に溶解させるための、 第 1 の間隙 g , が形成され、  The inner cylinder 4 is supported by a rotating shaft 7 on the center axis of the outer cylinder 3, and each intake pipe 1... Is provided between the outer peripheral surface of the inner cylinder 4 and the inner peripheral surface of the outer cylinder 3. The air that has flowed in from each of the water inlets 2... Is mixed with the water to be treated that flows through the water inlets 2. To form a first gap g,
磁石付散水板 6 は、 導水板 5 と平行に、 回転軸 7 によ って軸支され、 磁石付散水板 6の上面と導水板 5 の下面との間には、 第 1 の間隙 g > から流入した処理対象水中の全ての気泡を更に分割して極微細化する と 共に、 該各気泡中の酸素成分を該処理対象水中に可及的に溶解させるた めの、 第 2 の間隙 g 2 が形成されている。 The sprinkler plate with magnet 6 is supported by a rotating shaft 7 in parallel with the water guide plate 5, and a first gap g> between the upper surface of the magnet sprinkler plate 6 and the lower surface of the water guide plate 5> A second gap g for further dividing all the bubbles in the water to be treated which flowed in from the water and further miniaturizing the bubbles, and dissolving oxygen components in each of the bubbles as much as possible in the water to be treated. 2 are formed.
第 2 の実施の形態は、  In the second embodiment,
1 又は複数個の吸気管 1 , … と、 外郭筒 3 と 、 磁石付内郭筒 4 と、 導 水板 5 と 、 磁石付散水板 6 と、 回転軸 7 と 、 水中モータ 8 と 、 複数個の 支柱 9 . 9 , … と を含有し、  One or more intake pipes 1,…, outer casing 3, inner casing 4 with magnet, water guide plate 5, sprinkler plate 6 with magnet, rotating shaft 7, underwater motor 8, multiple ,,……
外郭筒 3 の頂壁内の中心点には、 軸受 3 bが配設され、 同外郭筒 3の 上部周壁の 1 又は複数個の点にはそれぞれ、 吸水口 2 . …が穿設され、 同外郭筒 3の頂壁内の 1 若し く は複数個の偏心点、 又は同外郭筒 3の上 部周壁の他の 1 若し く は複数個の点にはそれぞれ、 吸気孔 3 P , …が穿 設され、  A bearing 3b is provided at a central point in the top wall of the outer cylinder 3, and a water intake port 2 is provided at one or more points on the upper peripheral wall of the outer cylinder 3, respectively. At one or more eccentric points in the top wall of the outer cylinder 3 or at one or more other points on the upper peripheral wall of the outer cylinder 3, the intake holes 3 P,. Is drilled,
磁石付内郭简 4の外周面には、 縦長形状の多数の埋め溝が形成され、 該各埋め溝には、 水平方向に磁化された多数の永久磁石 4 m . 4 m . ··· が各個に埋め込まれ、 On the outer peripheral surface of the magnet-attached inner shell 4, a number of vertically long filling grooves are formed, and in each of the filling grooves, a number of horizontally magnetized permanent magnets 4 m. 4 m. Is embedded in each individual,
導水板 5 の中央部には、 比較的大径の空孔が穿設され、  A relatively large hole is drilled in the center of the water guide plate 5,
磁石付散水板 6 は、 回転板 6 d と、 複数個の永久磁石 6 m . 6 m . … と を含有し、 該回転板 6 dの上面には、 複数個の埋め溝が放射状に穿設 され、 該各埋め溝には、 該各永久磁石 6 m . 6 m , …の一方の磁極が各 個に埋め込まれ、 それらの各他方の磁極は各埋め溝から各個に上方に突 出せしめられ、  The magnet-equipped watering plate 6 includes a rotating plate 6 d and a plurality of permanent magnets 6 m. 6 m... A plurality of filling grooves are radially formed on the upper surface of the rotating plate 6 d. In each of the buried grooves, one magnetic pole of each of the permanent magnets 6 m. 6 m,... Is buried in each of them, and each of the other magnetic poles is projected upward from each of the buried grooves. ,
外郭筒 3の各吸気孔 3 p . …には、 各吸気管 1 . …の終端部が気密且 つ水密に接続され、  The end portions of the intake pipes 1... Are air-tightly and water-tightly connected to the respective intake holes 3 p.
導水板 5 の内周部は、 外郭简 3の下端部に接続され、 導水板 5 の外周 部は、 複数個の支柱 9 . 9 . …によ って、 水中モータ 8の上方に、 支持 • 固定され、  The inner periphery of the water guide plate 5 is connected to the lower end of the outer shell 3, and the outer periphery of the water guide plate 5 is supported above the underwater motor 8 by a plurality of columns 9.9. Fixed,
回転軸 7 の上端部は、 軸受 3 b によって回転自在に支持される と共に 、 その下端部は、 水中モータ 8の回転軸に連結され、  The upper end of the rotating shaft 7 is rotatably supported by the bearing 3b, and the lower end is connected to the rotating shaft of the submersible motor 8,
内郭筒 4 は、 外郭筒 3の中心軸線上に、 回転軸 7 によっ て軸支され、 内郭简 4 の外周面と外郭筒 3の内周面との間には、 各吸気管 1 . …か ら流入した空気を各吸水ロ 2 . …から流入した処理対象水に混合して無 数の微細な気泡を生成させる と共に該各気泡中の酸素成分を該処理対象 水中に可及的に溶解させるための、 第 1 の間隙 g , が形成され、 磁石付散水板 6 は、 導水板 5 と平行に、 回転軸 7 によ って軸支され、 磁石付散水板 6の上面と導水板 5 の下面との間には、 第 1 の間隙 g , から流入した処理対象水中の全ての気泡を更に分割して極微細化する と 共に、 該各気泡中の酸素成分を処理対象水中に可及的に溶解させるため の、 第 2 の間隙 g 2 が形成されている。 The inner casing 4 is supported by a rotating shaft 7 on the center axis of the outer casing 3, and each intake pipe 1 is provided between the outer peripheral surface of the inner casing 4 and the inner peripheral surface of the outer casing 3. The air that flows in from the water is mixed with the water to be treated that flows in from each of the water absorption pipes to generate countless fine bubbles, and the oxygen components in each of the air bubbles are mixed into the water to be treated as much as possible. A first gap g, for dissolving the water, is formed, and the sprinkler plate with magnet 6 is supported by a rotating shaft 7 in parallel with the water guide plate 5, and the upper surface of the sprinkler plate with magnet 6 Between the lower surface of the plate 5 and the first gap g, all bubbles in the water to be treated which flowed in from the first gap g, are further divided and miniaturized, and the oxygen component in each of the bubbles is reduced into the water to be treated. for dissolving as much as possible, the second gap g 2 is formed.
第 3の実施の形態は、 前記第 2 の実施の形態において、 In the third embodiment, In the second embodiment,
前記外郭筒 3の内周面にも、 縦長形状の多数の埋め溝が形成され、 該各埋め溝には、 水平方向に磁化された多数の永久磁石 4 m . 4 m . …が各個に埋め込まれている、  A large number of vertically elongated filling grooves are also formed on the inner peripheral surface of the outer casing 3, and a large number of permanent magnets 4 m. 4 m... Magnetized in the horizontal direction are embedded in each of the filling grooves. Have been
ものである。  Things.
第 4 の実施の形態は、  In the fourth embodiment,
前記第 1 乃至第 3の実施の形態の何れか一つにおいて、  In any one of the first to third embodiments,
前記導水板 5 の下面にも、 複数個の埋め溝が放射状に形成され、 該各埋め溝には、 垂直方向に磁化された複数個の永久磁石 5 m . 5 m , …が各個に埋め込まれている、  A plurality of buried grooves are radially formed also on the lower surface of the water guide plate 5, and a plurality of vertically magnetized permanent magnets 5 m. 5 m,. ing,
ものである。  Things.
第 5 の実施の形態は、  In the fifth embodiment,
前記第 1 乃至 4の実施の形態の何れか一つにおいて、  In any one of the first to fourth embodiments,
オゾン又は活性空気発生装置を含有し、  Contains ozone or active air generator,
該オゾン又は活性空気発生装置は、 前記吸気管 1 の前段に、 直接若し く は送風管を介して、 接続されている、  The ozone or active air generator is connected to the upstream of the intake pipe 1 directly or via a blow pipe.
ものである。 図面の簡単な説明  Things. BRIEF DESCRIPTION OF THE FIGURES
第 1 図は、 この出願の発明の水質浄化処理装置の第 1 の実施の形態の の縦断面図である。  FIG. 1 is a longitudinal sectional view of a first embodiment of the water purification treatment apparatus of the present invention.
第 2 図は、 この出願の発明の水質浄化処理装置の第 1 の実施の形態に 使用される磁石付散水板 6 の平面図である。  FIG. 2 is a plan view of a magnet-equipped water spray plate 6 used in the first embodiment of the water purification treatment apparatus of the present invention.
第 3図は、 この出願の発明の水質浄化処理装置の第 1 の実施の形態使 用される外郭筒 3の、 異なる切断面による縦断面図である。 第 4図は、 この出願の発明の水質浄化処理装置の第 2 の実施の形態の 説明図である。 FIG. 3 is a longitudinal sectional view of the outer casing 3 used in the first embodiment of the water purification treatment apparatus of the invention of this application, taken along different cut surfaces. FIG. 4 is an explanatory view of a second embodiment of the water purification treatment apparatus of the present invention.
第 5図は、 この出願の発明の水質浄化処理装置の第 3の実施の形態の 断面図である。  FIG. 5 is a sectional view of a third embodiment of the water purification treatment apparatus of the present invention.
第 6図は、 この出願の発明の水質浄化処理装置の第 4の実施の形態の 要部を成す磁石付導水板の底面図である。  FIG. 6 is a bottom view of a magnet-provided water guide plate which is a main part of a fourth embodiment of the water purification treatment apparatus of the present invention.
第 7図は、 従来の気液混合装置の説明図である。  FIG. 7 is an explanatory diagram of a conventional gas-liquid mixing device.
第 8図は、 従来の加圧浮上式水質浄化維持装置の説明図である。 第 9図は、 回転する二つの円筒間に発生するティ ラ一渦の説明図であ る。  FIG. 8 is an explanatory view of a conventional pressurized floating type water purification / maintenance device. FIG. 9 is an explanatory view of a tiller vortex generated between two rotating cylinders.
第 1 0図は、 この発明の効果確認の実験に用いられた極微細気泡の捕 集 · 検出方法の説明図である。 発明を実施するための最良の形態  FIG. 10 is an explanatory diagram of a method for collecting and detecting ultra-fine bubbles used in an experiment for confirming the effect of the present invention. BEST MODE FOR CARRYING OUT THE INVENTION
[第 1 の実施の形態〕  [First Embodiment]
この出願の発明の第 1 の実施の形態について説明する。  A first embodiment of the invention of this application will be described.
第 1 図〜第 3図は、 この出願の発明の水質浄化処理装置の第 1 の実施 の形態の説明図である。 第 1 図は一の縱断面における同装置の断面図、 第 2 図はそれに直交する他の縦断面における同装置上半部のみの断面図 、 第 3図は同装置の要部を成す磁石付散水板の平面図である。  FIG. 1 to FIG. 3 are explanatory views of a first embodiment of the water purification treatment apparatus of the invention of the present application. Fig. 1 is a cross-sectional view of the device in one longitudinal section, Fig. 2 is a cross-sectional view of only the upper half of the device in another vertical section orthogonal to it, and Fig. 3 is a diagram with a magnet forming a main part of the device. It is a top view of a watering board.
【 0 0 1 6 】  [0 0 1 6]
第 1 図〜第 3図において、 1 は吸気管、 2 . 2 は吸水口、 3 は円筒形 の外郭简、 4 は円筒形若し く は円柱形の回転式内郭筒である。 5 は導水 板、 6は円盤形の磁石付散水板、 6 dは回転板、 6 mは永久磁石、 7 は 回転軸、 8 は水中モータ、 9 は支柱である。 吸気管 1 は、 この実施の形態では、 長尺且つ可撓 ( と う ) 性の管体 ( ホース) が用いられる。 しかし、 場合によっては、 直立且つ不撓 ( と う ) の管体が用いられる (第 7図参照) 。 吸気管 1 の数は、 第 1 図〜第 2 図では 1 個であるが、 後述の如く 、 2個以上にするこ と を妨げない。 吸水口 2 の外側には、 不測のゴミ流入防止のために、 金網等のゴミ除 ( よ) けを付設する こ と も出来る。 In Figs. 1 to 3, 1 is an intake pipe, 2.2 is a water intake, 3 is a cylindrical outer shell, and 4 is a cylindrical or cylindrical rotary inner shell. 5 is a water guide plate, 6 is a disk-shaped sprinkler plate with magnet, 6 d is a rotating plate, 6 m is a permanent magnet, 7 is a rotating shaft, 8 is a submersible motor, and 9 is a column. In this embodiment, a long and flexible tube (hose) is used for the intake pipe 1. However, in some cases, an upright and stiff tube is used (see Figure 7). Although the number of the intake pipes 1 is one in FIGS. 1 and 2, it does not prevent the number of intake pipes from being two or more as described later. Outside the water inlet 2, a wire mesh or other dust eliminator can be installed to prevent accidental dust inflow.
外郭简 3 の頂壁内の中心点には、 軸受 3 bが配設される。  A bearing 3b is provided at a center point in the top wall of the outer shell 3.
外郭筒 3 の上部周壁には、 図示の如く 、 1 個の吸気孔 3 pが穿設され る。 吸気孔 3 pは、 場合によ っては、 外郭筒 3 の頂壁内の 1 個の偏心点 に穿設する こ とが出来る。 吸気孔 3 pの数は、 後述の如く 、 2個以上に する こ と を妨げない。  As shown in the figure, one intake hole 3 p is formed in the upper peripheral wall of the outer cylinder 3. In some cases, the intake hole 3 p can be formed at one eccentric point in the top wall of the outer casing 3. As will be described later, the number of intake holes 3p does not prevent the number of intake holes from being two or more.
導水板 5 は、 この実施の形態では、 環状板体のみからなる。 当該環状 板体は、 円板の中央部に比較的大怪の円形空孔が形成される こ と によつ て、 全体と して円環形に構成されている (環状板体の形状については第 6 図参照) 。  In this embodiment, the water guide plate 5 is composed of only an annular plate. The annular plate is formed as a whole in an annular shape by forming a relatively large circular hole in the center of the disk. See Figure 6).
磁石付散水板 6 は、 第 3図の如く 、 回転板 6 d と 、 3個の永久磁石 6 m . 6 m . 6 mと を含有する。 各個の永久磁石 6 m . 6 m , 6 mは、 垂 直方向に磁化される。 永久磁石の数は、 場合によ っては 2個にする こ と も出来る し、 或は 4個以上にするこ と も出来る。 永久磁石を多数 ( 6個 以上) 使用 した場合は、 磁石間隔を平均化するために、 一つ置きの永久 磁石については、 中心寄り の部分を切除する こ と も出来る。  As shown in FIG. 3, the magnet-equipped watering plate 6 includes a rotating plate 6d and three permanent magnets 6m.6m.6m. Each permanent magnet 6 m. 6 m, 6 m is magnetized in the vertical direction. In some cases, the number of permanent magnets can be two, or more than three. If a large number of permanent magnets (six or more) are used, the center part of every other permanent magnet can be cut off to average the magnet spacing.
なお、 こ こに用いられた各個の永久磁石は、 単一の永久磁石であって も良く 、 複数個の小形永久磁石を一列に接続して成る ものであっても良 い。 以下同様。  Each of the permanent magnets used here may be a single permanent magnet, or may be a plurality of small permanent magnets connected in a line. The same applies hereinafter.
回転板 6 dの上面には、 3個の埋め溝が放射状 (或は輻状) に形成さ れる。 埋め溝の数は、 場合によっては 2個にする こ と も出来る し、 或は 4個以上にする こ と も出来る。 Three buried grooves are formed radially (or radially) on the upper surface of the rotating plate 6d. It is. The number of buried trenches can be two, depending on the case, or even more than four.
3個 (一般には複数個) の埋め溝には、 3個 (一般には複数個) の永 久磁石 6 m , 6 m , 6 mの各下部磁極が各個に埋め込まれるが、 それら の上部磁極は、 各埋め溝から上方に突出せしめられる。  Three (generally more than one) buried grooves are filled with three (generally more than one) permanent magnets 6 m, 6 m, and 6 m in each lower magnetic pole, but their upper magnetic poles are However, it is projected upward from each filling groove.
上端が上方に突出せしめられた各個の永久磁石 6 m . 6 m . 6 mは、 遠心ボンブにおける回転羽根の役割も果す。  Each permanent magnet 6 m. 6 m. 6 m with its upper end protruding upward also serves as a rotating blade in a centrifugal bomb.
(磁石付散水板 6 の各永久磁石 6 dを水平方向に投影すれば、 それら の影の長さは、 散水板 6の回転に伴って伸縮する こ と と なる。 第 1 図に おいて、 回転軸 7 よ り も左方の永久磁石が右方のそれよ り も短く 見える のは、 それらの回転位置が、 偶々 、 第 3図の通 り であるからである) 。 支柱 9の数は、 第 1 図では 4個であるが、 場合によっては 2〜 3個に する こ と も出来る し、 或は 5個以上にするこ と も出来る。  (If the permanent magnets 6d of the magnet-equipped watering plate 6 are projected in the horizontal direction, the length of their shadows will expand and contract with the rotation of the watering plate 6. In FIG. The reason that the permanent magnets on the left side of the rotating shaft 7 appear shorter than those on the right side is that their rotational positions happen to be as shown in Fig. 3). Although the number of the struts 9 is four in FIG. 1, it can be two or three in some cases, or can be five or more.
外郭筒 3 の上部周壁に穿設された吸気孔 3 pには、 長尺且つ可撓性の 吸気管 1 の終端部 (第 2 図では左端部) が、 気密且つ水密に接続される 。 同吸気管 1 は、 対象水域の景観が損われないよ う にするために、 運転 時には、 同水域の水面下に敷設され、 その始端部は、 同水域近傍の地上 に配置される こ と と なる。  The end (the left end in FIG. 2) of the long and flexible intake pipe 1 is air-tightly and water-tightly connected to an intake hole 3 p formed in the upper peripheral wall of the outer casing 3. The intake pipe 1 is laid below the surface of the water area during operation to prevent the landscape of the target water area from being impaired, and its starting end is to be placed on the ground near the water area. Become.
吸気孔 3 pが、 前述の如く 、 外郭筒 3 の頂壁に穿設されている場合に は、 吸気管 1 と しては、 直立 · 不撓の管体が使用され、 その終端部 (即 ち下端部) は当該吸気孔 3 P に接続される。  When the intake port 3p is formed in the top wall of the outer casing 3 as described above, an upright / inflexible pipe body is used as the intake pipe 1, and its end portion (in short, (Lower end) is connected to the intake hole 3P.
導水板 5 の内周部は、 外郭筒 3の下端部に強固に接続される。  The inner periphery of the water guide plate 5 is firmly connected to the lower end of the outer casing 3.
4個 (一般には複数個) の支柱 9 . 9, 9 , 9の各上端部は、 例えば 溶接によ って、 導水板 5の外周部又はその近傍 (以下単に 「外周部 J と レヽ う 。 ) に固着される。 4個の支柱 9 . 9 . 9 . 9 の各下端部は、 直接水中モータ 8 に結合さ れる。 それらの支柱は、 外側に湾曲させた り 、 屈曲させた り する こ とが 出来る。 そのよ う にする と、 磁石付散水板 6 の直径を、 第 1 図よ り も拡 大する こ とが出来る。 The upper ends of the four (generally plural) columns 9.9, 9, 9 are, for example, welded to the outer periphery of the water guide plate 5 or its vicinity (hereinafter simply referred to as “outer periphery J”. ). The lower ends of the four columns 9.9.9.9.9 are directly connected to the underwater motor 8. These struts can be bent outward or bent. By doing so, the diameter of the magnet-equipped sprinkler plate 6 can be made larger than in FIG.
水中モータ 8 は、 場合によっ ては保護用の筐体内に収納され、 或は載 置台に固定される。 その様な場合は、 支柱 9 , 9 . 9 . 9の各下端部は 、 筐体或は載置台に固定される。 別言すれば、 筐体或は載置台を介して 、 水中モータ 8 に結合される。  The underwater motor 8 may be housed in a protective housing or fixed to a mounting table depending on the case. In such a case, the lower ends of the columns 9, 9.9.9 are fixed to a housing or a mounting table. In other words, it is connected to the underwater motor 8 via a housing or a mounting table.
かく して、 導水板 5 、 従って又外郭筒 3 は、 水中モータ 8の上方に、 堅固に支持 · 固定される こ と と なる。  Thus, the water guide plate 5, and thus the outer casing 3, is firmly supported and fixed above the submersible motor 8.
第 1 図では、 回転軸 7 が吸気孔 3 p を覆い隠すこ とのない様に、 同吸 気孔 3 P に対応する回転軸部分 (上端部近傍の部分) を切除して、 図示 される。  In FIG. 1, the rotating shaft portion (portion near the upper end portion) corresponding to the suction hole 3P is cut away so that the rotation shaft 7 does not obscure the suction hole 3p.
回転軸 7の上端部は、 軸受 3 b によ って回転自在に支持される と共に 、 その下端部は、 水中モータ 8の回転軸に連結される。  The upper end of the rotating shaft 7 is rotatably supported by a bearing 3 b, and the lower end is connected to the rotating shaft of the submersible motor 8.
内郭筒 4 は、 外郭筒 3 内の中心軸線上に、 回転軸 7 によ って軸支され る。  The inner cylinder 4 is supported by a rotating shaft 7 on a center axis line in the outer cylinder 3.
内郭简 4の外周面と外郭筒 3 の内周面と の間には、 第 1 の間隙 g , が 形成される。 第 1 の間隙 は、 吸気管 1 から吸入した空気を各吸水口 2 , 2 から吸入した処理対象水に混合させて無数の微小な気泡を生成さ せる と共に、 該各気泡中の酸素成分を該処理対象水中に可及的に溶解さ せるためのものである。  A first gap g, is formed between the outer peripheral surface of the inner shell 4 and the inner peripheral surface of the outer shell 3. The first gap mixes the air sucked from the intake pipe 1 with the water to be treated sucked from each of the water inlets 2 and 2 to generate countless minute bubbles, and also converts the oxygen component in each of the bubbles into the air. This is to dissolve as much as possible in the water to be treated.
磁石付散水板 6 は、 導水板 5 と平行関係を成すよ う に、 回転軸 7 によ つ て軸支される。  The sprinkler plate with magnet 6 is supported by a rotating shaft 7 so as to be in parallel with the water guide plate 5.
磁石付散水板 6の上面と導水板 5の下面との間には、 第 2 の間隙 g 2 が形成される。 第 2 の間隙 g 2 は、 例えば 0 . 7〜 0 . 8 m m程度とす る。 この間隙は、 第 1 の間隙 g , から流入した処理対象水中の全ての気 泡を更に分割して極微細化する と共に、 該各気泡中の酸素成分を該処理 対象水中に可及的に溶解させるためのものである。 A second gap g 2 is provided between the upper surface of the magnet-equipped water spray plate 6 and the lower surface of the water guide plate 5. Is formed. Second gap g 2, for example from 0.7 to 0. Shall be the order of 8 mm. In this gap, all the bubbles in the water to be treated which flowed in from the first gap g, are further divided to be extremely fine, and the oxygen component in each of the bubbles is dissolved as much as possible in the water to be treated. It is to make it.
次に、 第 1 の実施の形態の水質浄化処理装置の使用方法及び全体的動 作について説明する。  Next, a method of using the water purification apparatus of the first embodiment and the overall operation will be described.
この実施の形態の水質浄化処理装置は、 対象水域景観の損われる虞 ( おそれ) がないよ う にするため、 予め外郭筒 3が同水域中に完全に潜行 せ しめられる。  In the water purification treatment apparatus of this embodiment, the outer casing 3 is completely sunk in advance in the same water area in advance so that the landscape of the target water area is not likely to be damaged.
同装置内の第 1 の間隙 g , 乃至第 2 の間隙 g 2 は、 第 2 の間隙 g 2 の 外周側から浸入した処理対象水によって、 充満される こ と と なる。 First gap g, or the second gap g 2 in the same apparatus, the processed water having entered from the second outer circumferential side of the gap g 2, a and this is filled.
商用電源から水中モータ 8 に送電するための送電線は、 対象水域景観 の損われる虞がないよ う にするために、 対象水域中に潜行して敷設され る。  The transmission line for transmitting power from the commercial power source to the underwater motor 8 is laid underground in the target water area so as not to damage the landscape of the target water area.
次いで、 商用電源を投入して、 水中モータ 8 を回転させる と 、 回転軸 7 によっ て動力が伝達され、 磁石付散水板 6及び内郭筒 4 が同時に回転 する。  Next, when the commercial power is turned on and the underwater motor 8 is rotated, power is transmitted by the rotating shaft 7, and the sprinkling plate 6 with magnet and the inner casing 4 are simultaneously rotated.
水中モータ 8の、 従って又、 磁石付散水板 6及び内郭筒 4の回転数は 、 例えば 4 0 0 0 回転 分の程度、 又はそれ以上とする。  The number of rotations of the submersible motor 8, that is, the magnet-equipped sprinkling plate 6 and the inner casing 4 is, for example, about 400 rotations or more.
磁石付散水板 6 と導水板 5 と は、 協同 して遠心ポンプと 同様な役割を 果たす。  The sprinkler plate with magnet 6 and the water guide plate 5 cooperate to perform the same function as a centrifugal pump.
磁石付散水板 6が回転する と 、 第 2 の間隙 g 2 内の処理対象水が水平 方向に放出され、 内部の水圧が低下して、 大気圧以下 (負圧) と なる。 そのため、 第 1 の間隙 内も負圧と なって、 水面が降下するから、 吸気管 1 からは空気が流入し、 吸水ロ 2 からは処理対象水が流入する。 第 1 の間隙 内に流入した処理対象水は、 回転式内郭筒 4の高速回 転に引き摺られて高速で回転する。 それによつ て、 外郭 3内における降 下した水面は激し く 波立つと 同時に泡立ち、 当該水面下では 2 次流れと しての無数の小渦が発生する。 この時の渦発生機構は、 大体において第 9 図に示したティ ラー渦の発生機構と略同様であろ う と考えられる。 ( ティ ラー渦については、 日本機械学会昭和 6 3年 5 月発行 「機械工学便 (新版第 2刷) 」 A 5 - 1 2 8頁参照) 。 When the magnet-equipped sprinkling plate 6 rotates, the water to be treated in the second gap g2 is discharged in the horizontal direction, and the internal water pressure decreases, and becomes equal to or lower than the atmospheric pressure (negative pressure). As a result, the first gap also has a negative pressure, and the water level drops, so that air flows in from the intake pipe 1 and water to be treated flows in from the water absorption pipe 2. The water to be treated that has flowed into the first gap is dragged by the high-speed rotation of the rotary inner cylinder 4 and rotates at a high speed. As a result, the descended water surface in the outer shell 3 violently undulates and bubbling, and countless small eddies as secondary flows are generated below the water surface. The vortex generation mechanism at this time is considered to be almost the same as the tiller vortex generation mechanism shown in Fig. 9. (For details on the Tiller vortex, see “Mechanical Engineering Service (New Edition, Second Printing)”, pages A5-128, published in May 1963, The Japan Society of Mechanical Engineers).
そのため、 流入し空気は、 流入した処理対象水に効率的に混合され、 無数の微小な気泡と なる。 又、 該各微小気泡中の酸素成分は、 酸素不足 の当該処理対象水中に効率的に溶け込むこ と と なる。  Therefore, the inflowing air is efficiently mixed with the inflowing water to be treated, and becomes innumerable fine bubbles. In addition, the oxygen component in each of the microbubbles is efficiently dissolved into the oxygen-deficient water to be treated.
第 1 の間隙 内の処理対象水は、 微小気泡の数と溶解酸素の量と を 増加させながら降下して、 導水板 5 と羽根付回転式散水板 s との間の間 隙 (第 2 の間隙 g , ) に流入する。  The water to be treated in the first gap descends while increasing the number of microbubbles and the amount of dissolved oxygen, and the gap between the water guide plate 5 and the rotary sprinkler plate with blades s (second Flows into the gaps g,).
第 2 の間隙 g 2 においては、 羽根付散水板 s のボン ビング作用 と電磁 作用 との相乗作用を受けて、 流入した処理対象水中の全ての微小気泡に ついて分割と再分割と がなされ、 サブミ ク ロ ンオーダの極微細気泡が生 成される と共に、 該各微小気泡乃至極微細気泡中の酸素成分が処理対象 水中に更に溶解される。 In the second gap g 2, it receives the synergy with Bon Bing effect and electromagnetic action of the blade with the sprinkler plate s, divided with all the microbubbles inflow water being treated and the subdivision and is made, submitted Ultra-fine bubbles of the order of Cron are generated, and the oxygen component in each of the micro-bubbles or the ultra-fine bubbles is further dissolved in the water to be treated.
極微細気泡と溶解酸素を含んだ処理対象水は、 羽根付回転式散水板 s のボン ビング作用によ って、 水平方向に放出され、 処理対象水域に拡散 される。  The water to be treated, which contains microbubbles and dissolved oxygen, is released in the horizontal direction by the bombing action of the rotary sprinkler plate s with blades, and is diffused into the water to be treated.
このよ う に して成る極微細気泡と溶解酸素と は、 処理対象水域内から 短時間で浮上して仕舞う よ う なこ とがな く 、 同水域中に極めて長時間留 ま っている こ と 、 同水域全般に拡散する こ と 、 従って、 前記従来の気液 混合装置よ り も格段に優れている こ とが、 本発明者及び本発明の実施の 形態の製作者によって、 既に実証されている。 The microbubbles and dissolved oxygen thus formed do not float up in the water to be treated in a short time and stay in the water for an extremely long time. The present inventors and the practice of the present invention show that they diffuse throughout the water area, and therefore, are significantly superior to the conventional gas-liquid mixing apparatus. It has already been demonstrated by the creators of the form.
本発明による水質浄化処理装置が、 気泡微細化の程度において、 従つ て又、 気泡と溶解酸素の滞水時間の長さにおいて、 前記従来の気液混合 装置よ り も格段に優れている事実は、 先ず以つて、 実験的に確認された ものであ り 、 従って、 その理由については、 更に研究中であるけれども 、 差し当たっては、 凡そ以下のこ とが考えられる。  The fact that the water purification treatment apparatus according to the present invention is far superior to the conventional gas-liquid mixing apparatus in terms of the degree of fineness of the bubbles and, accordingly, in the length of time during which bubbles and dissolved oxygen stay in water. Was first confirmed experimentally. Therefore, although the reason is still under study, for the moment, the following are considered to be approximately.
各個の水分子は、 良く 知られているよ う に、 水素一酸素一水素の結合 状態が、 直線的でな く 、 夾 (き ょ う ) 角 1 0 5度の折れ線状であるため 、 電子の確率分布が対称でな く 、 電気双極子を成している。  As is well known, each water molecule has a hydrogen-oxygen-hydrogen bond state that is not linear, but a polygonal line with an included angle of 105 degrees. The probability distribution is not symmetrical and forms an electric dipole.
それ故、 それらの水分子は、 液相では単体では存在せず、 水素結合に よ り幾つかが寄り集ま ってク ラスタ一を形成している。 (クラスターの 大きさや形は、 溶存する不純物の種類や量、 それに温度によっ て、 様々 に変化する) 。  Therefore, these water molecules do not exist alone in the liquid phase, and some of them gather together by hydrogen bonding to form a cluster. (The size and shape of the cluster vary depending on the type and amount of dissolved impurities and the temperature.)
然る と こ ろ、 電気双極子を成す水分子は、 磁界 ( こ こ では永久磁石の 磁界) との相対運動が与えられる と 、 それによつ てエネルギ (主に分子 の回転運動のエネルギ、 それに伸縮運動や並進運動のエネルギ) が与え られ、 エネルギ準位が引 き上げられる。 即ち、 水分子が活性化せしめら れる。 その結果、 当該水分子のクラスタ一はよ り小さ く な り 、 従って、 気泡中の酸素がクラスタ一間に溶け込み易 く な り 、 又、 気泡が分割され 易 く なる ものと考え られる。  However, when water molecules forming an electric dipole are given relative motion with respect to a magnetic field (here, the magnetic field of a permanent magnet), energy (mainly, energy of rotational motion of molecules) (Energy of expansion and contraction movement and translation movement) is given, and the energy level is raised. That is, the water molecules are activated. As a result, it is considered that the cluster of the water molecule becomes smaller, so that oxygen in the bubbles easily dissolves between the clusters, and the bubbles are easily divided.
更に、 導電性流体 ( こ こでは処理対象水) と磁場とが相対運動をする と 、 同流体中に電流が誘起する。 同時に、 B 2 2 Mの等方的な圧力 ( 磁気圧) と 、 B 2 の磁力線の方向 ( こ こでは垂直方向) への張力と が発生する (前掲 「機械工学便騖 (新版第 2刷) 」 A 5 — 1 6 1 頁参照 ) 。 これらの現象も又、 水分子のクラスターをよ り小さ く し、 そ して、 気泡中の酸素をクラスタ一間に溶け込み易く し、 又、 気泡を分割し易く する こ と に寄与する ものと考え られる。 Further, when the conductive fluid (here, the water to be treated) and the magnetic field make a relative motion, an electric current is induced in the fluid. At the same time, B and 2 2 M isotropic pressure (magnetic pressure) (in here vertical) direction of the magnetic field lines of B 2 and tension to occur (supra "Mechanical Engineering flight騖(New Edition Second Printing ) "A5 — See page 61)). These phenomena also make clusters of water molecules smaller, and It is thought that this contributes to facilitating the dissolution of oxygen in the bubbles between the clusters, and to the ease of dividing the bubbles.
一方、 酸素分子は、 常磁性である (即ち磁気双極子を成す) から、 磁 界との相対運動が与えられる と 、 それによつて、 エネルギ (主に分子の 回転運動のエネルギ、 それに並進運動のエネルギ) が与え られ、 ェネル ギ準位が引き上げられる。 その結果、 磁界内の酸素分子は、 活性化せし められ、 気泡表面の酸素分子は、 水の境界面を突破して、 その中に溶け 込み易 く なる ものと考えられる。 (酸素分子の常磁性については、 例え ば岩波書店発行 「理化学辞典」 参照) 。  On the other hand, oxygen molecules are paramagnetic (that is, they form a magnetic dipole), so when given relative motion with the magnetic field, the energy (primarily the energy of the rotational motion of the molecule and the energy of the translational motion) Energy), and the energy level is raised. As a result, it is considered that oxygen molecules in the magnetic field are activated, and the oxygen molecules on the bubble surface break through the water boundary surface and become easily dissolved therein. (For information on the paramagnetism of oxygen molecules, see, for example, the RIKEN Dictionary published by Iwanami Shoten).
この出願の発明の第 1 の実施の形態による第 2 の間隙 g 2 においては 、 前記ボン ビング作用 と上記両現象とが同時に進行して、 流入した無数 の微小気泡が更に分割され、 極微細化される と共に、 当該微小気泡乃至 極微細気泡中の酸素成分が当該気泡を囲繞する処理対象水中に効率的に 溶け込むものと考えられる。 In the first embodiment according to the second gap g 2 of the invention of this application, the proceeds Bonn Bing action and the and both phenomena at the same time, countless microbubbles flowing is further divided, very fine At the same time, it is considered that the oxygen component in the microbubbles or the microbubbles efficiently dissolves into the water to be treated surrounding the bubbles.
処理対象水中に放出された気泡の直径が微細化すればするほど、 ( 1 ) 全ての気泡が短時間で水面に浮上して仕舞う よ う なこ とがな く 、 従つ てその耐水時間が限り な く 長く な り 、 ( 2 ) 気泡全体の表面積、 即ち気 泡全体と処理対象水との接触面積が限り な く 大き く なる。  As the diameter of the bubbles released into the water to be treated becomes finer, (1) all the bubbles are prevented from rising to the surface of the water in a short time and acting, and therefore the water resistance time is limited. (2) The surface area of the entire bubble, that is, the contact area between the whole bubble and the water to be treated becomes infinitely large.
かく して、 処理対象水中域に拡散された溶存酸素と極微細気泡は、 種 々 の有機物を効率的に酸化する。 酸化によって生じた微小浮遊物質 ( S S ) は、 後続の気泡と付着し、 水面に浮上して凝集し、 浮上スカム (か す) と成る。  Thus, the dissolved oxygen and ultrafine bubbles diffused into the water to be treated efficiently oxidize various organic substances. The micro-suspended matter (S S) generated by the oxidation adheres to the subsequent air bubbles, floats on the water surface, and aggregates to form floating scum.
又、 太陽光が存在する と きは、 浮遊性の藻類 (例えばァォコ等) を死 滅 · 凝集させる こ とが出来る。 浮遊性藻類の死滅 · 凝集によって生じた 微小浮遊物質は、 気泡と付着して水面に浮上し、 浮上スカム (かす) と 成る。 In addition, when sunlight is present, planktonic algae (eg, aoko) can be killed and aggregated. Destruction of floating algae · Micro-suspended matter generated by aggregation is attached to air bubbles and floats on the surface of the water, resulting in floating scum. Become.
更に、 この極微細気泡は、 水底のへ ド ロ (微生物層) に無数に結合し てそれらに浮力を与え、 大きな単位で浮上させる こ と も出来る。 (実験 中に、 径 2 0 ~ 3 0センチ位の塊が浮上して、 ボコ ッ と いう怪音の発せ られたこ と もあっ た) 。  In addition, these microbubbles can be innumerably bound to the bottom of the water (microbial layer) to give them buoyancy and float in large units. (During the experiment, a lump with a diameter of about 20 to 30 centimeters surfaced, and sometimes a monstrous sound was heard.)
以上の事実についても、 本発明者及び本発明の実施の形態の製作者に よ って、 観測されている。  The above facts have also been observed by the inventor and the creator of the embodiment of the present invention.
なお、 浮上スカ ムは、 適宜の手段方法で以つて定期的に捕集され、 且 つ廃棄される こ と によっ て、 対象水域についての水質浄化処理が、 持続 性を以つて、 達成されるのである。  The floating scum is periodically collected by appropriate means and disposed of, and is disposed of, so that the water purification process for the target water area can be achieved with sustainability. It is.
[第 2 の実施の形態]  [Second embodiment]
この出願の発明の第 2 の実施の形態について説明する。  A second embodiment of the invention of this application will be described.
第 4図は、 同第 2 の実施の形態の断面図である。  FIG. 4 is a sectional view of the second embodiment.
第 4図において、 1 は吸気管、 2 , 2 は吸水口、 3 は円筒形の外郭筒 、 4 は円筒形若し く は円柱形の磁石付内郭筒、 4 m . 4 m , …はこの実 施の形態において新たに導入された永久磁石、 5 は導水板、 6 は円盤形 の磁石付散水板、 3 mは永久磁石、 7 は回転軸、 8 は水中モータ、 9 は 支柱である。  In FIG. 4, 1 is an intake pipe, 2 and 2 are water intake ports, 3 is a cylindrical outer cylinder, 4 is a cylindrical or cylindrical inner cylinder with a magnet, and 4 m. In this embodiment, permanent magnets are newly introduced, 5 is a water guide plate, 6 is a disk-shaped sprinkler plate with magnet, 3 m is a permanent magnet, 7 is a rotating shaft, 8 is a submersible motor, and 9 is a column. .
上記の諸部材は、 磁石付内郭简 4 を除けば、 第 1 の実施の形態と 同様 である,  The above-mentioned members are the same as those of the first embodiment except for the inner shell 4 with a magnet.
第 2 の実施の形態にあっては、 内郭筒 4の外周面に、 縦長形状の多数 の埋め溝が形成される。 そ して、 それらの埋め溝には、 水平方向に磁化 さ れた多数の永久磁石 4 m . 4 m , …が各個に埋め込まれる。  In the second embodiment, a large number of vertically long filling grooves are formed on the outer peripheral surface of the inner casing 4. A large number of permanent magnets 4 m. 4 m,..., Which are magnetized in the horizontal direction, are embedded in each of the filling grooves.
各永久磁石 4 m . 4 m . …は、 図示の如く 、 内郭筒 4 の縦方向 (垂直 方向) において離散的に配設されても良く 、 又、 垂直方向全域に亙って 連続するよ う に配設されても良い。 The permanent magnets 4 m. 4 m... May be arranged discretely in the vertical direction (vertical direction) of the inner casing 4 as shown in the figure, and may be arranged throughout the vertical direction. They may be arranged so as to be continuous.
磁石付内郭筒 4の外周面は、 第 4図では面一状であるが、 永久磁石 4 m . 4 m . …を、 微 (かす) かに突出させる こ と も出来る。  The outer peripheral surface of the magnet-equipped inner cylinder 4 is flush in FIG. 4, but the permanent magnets 4 m. 4 m... May be slightly projected.
磁石付內郭筒 4の外周面と外郭筒 3 の内周面との間には、 第 1 の実施 の形態と 同様に、 第 1 の間隙 g , が形成される。  As in the first embodiment, a first gap g is formed between the outer peripheral surface of the magnet-attached barrel 4 and the inner peripheral surface of the outer casing 3.
第 1 の間隙 内は、 負圧 (大気圧以下) と なって、 水面が降下する から、 吸気管 1 からは空気が流入し、 吸水口 2 からは処理対象水が流入 する。  In the first gap, a negative pressure (atmospheric pressure or lower) results in a negative pressure (atmospheric pressure or lower), and the water level drops.
第 1 の間隙 内に流入した処理対象水は、 第 1 の実施の形態と 同様 磁石付内郭简 4の高速回転に引き摺られて高速で回転する。 それによ つ て、 外郭 3内における降下した水面は激し く 波立ち、 当該水面下では 2 次流れと しての無数の渦が発生する。  The water to be treated that has flowed into the first gap is rotated at a high speed by the high-speed rotation of the inner casing 4 with magnets, similarly to the first embodiment. As a result, the descending water surface in the outer shell 3 undulates violently, and countless vortices are generated as secondary flows below the water surface.
そのため、 流入し空気は、 流入した処理対象水に効率的に混合され、 無数の微小な気泡と なる。 又、 該各微小気泡中の酸素成分は、 該処理対 象水中に効率的に溶解される。 と、 こ こ迄は、 第 1 の実施の形態と 同様 である。  Therefore, the inflowing air is efficiently mixed with the inflowing water to be treated, and becomes innumerable fine bubbles. The oxygen component in each of the microbubbles is efficiently dissolved in the water to be treated. This is the same as in the first embodiment.
然しながら、 第 2 の実施の形態においては、 内郭筒 4の外周面に も多 数の永久磁石 4 m . 4 m , …が埋め込まれるこ と によって、 第 1 の間隙 g 内の各点において水平方向 (厳密に言えば半径方向) の磁界が発生 しているから、 第 1 の実施の形態の第 2 の間隙 g , における と 同様な、 磁界と水分子との相互作用、 誘起電流と水分子との相互作用、 並びに磁 界と酸素分子との相互作用、 そ してそれらの相乗効果によって、 よ り微 細な気泡を第 1 の間隙 g » 内の処理対象水中に生成させ、 又、 該気泡中 の酸素成分をよ り 多く 該処理対象水中に溶解させるこ とが出来る。  However, in the second embodiment, a large number of permanent magnets 4 m. 4 m,... Are embedded in the outer peripheral surface of the inner casing 4, so that each point in the first gap g is horizontal. Since the magnetic field in the direction (strictly speaking, the radial direction) is generated, the interaction between the magnetic field and the water molecule, the induced current and the water molecule are the same as in the second gap g, in the first embodiment. Interaction with the magnetic field and the oxygen molecules, and their synergistic effects, generate finer bubbles in the water to be treated in the first gap g ». More oxygen components in the bubbles can be dissolved in the water to be treated.
第 2 の実施の形態のその余の事項は、 前記第 1 の実施の形態と同様で ある。 Other items of the second embodiment are the same as those of the first embodiment. is there.
[第 3 の実施の形態]  [Third Embodiment]
この出願の発明の第 3 の実施の形態について説明する。  A third embodiment of the invention of this application will be described.
第 5図は、 同第 3の実施の形態の断面図である。  FIG. 5 is a sectional view of the third embodiment.
第 5 図において、 1 は吸気管、 2 . 2 は吸水口、 3 は円筒形の磁石付 外郭简、 3 m . 3 m . '"はこの実施の形態において新たに導入された永 久磁石、 4 は円筒形の磁石付内郭筒、 4 m . 4 m . …は永久磁石、 5 は 導水板、 6 は円盤形の磁石付散水板、 6 dは回転板、 6 mは永久磁石、 7 は回転軸、 8 は水中モータ、 9 は支柱である。  In FIG. 5, 1 is an intake pipe, 2.2 is a water intake, 3 is a cylindrical outer shell with a magnet, 3 m. 3 m. '"Is a permanent magnet newly introduced in this embodiment, 4 is a cylindrical inner cylinder with magnets, 4 m. 4 m... Are permanent magnets, 5 is a water guide plate, 6 is a disk-shaped sprinkler plate with magnets, 6 d is a rotating plate, 6 m is a permanent magnet, 7 Is a rotating shaft, 8 is a submersible motor, and 9 is a column.
上記の諸部材は、 磁石付外郭简 3 を除けば、 第 2 の実施の形態と 同様 である。  The above members are the same as those of the second embodiment except for the outer shell with magnet 3.
第 3 の実施の形態にあっては、 内郭筒 4の外周面に加えて、 外郭筒 3 の内周面にも、 縦長形状の多数の埋め溝が形成される。  In the third embodiment, in addition to the outer peripheral surface of the inner cylinder 4, a large number of vertically long filling grooves are formed on the inner peripheral surface of the outer cylinder 3.
そ して、 それらの埋め溝には、 水平方向に磁化された多数の永久磁石 3 m , 3 m . …が各個に埋め込まれる。  A large number of permanent magnets 3 m, 3 m..., Which are magnetized in the horizontal direction, are embedded in each of the filling grooves.
第 3 の実施の形態では、 磁石付外郭筒 3 における多数の永久磁石 3 m . 3 m . …の働き によ って、 第 1 の間隙内の磁界が強化され、 磁界と水 分子との相互作用、 誘起電流と水分子と の相互作用、 並びに磁界と酸素 分子との相互作用 も強化され、 それらの相乗効果によって、 よ り微細な 気泡を第 1 の間隙 内の処理対象水中に生成せしめ、 又、 該気泡中の 酸素成分をよ り 多く 該処理対象水中に溶け込ませる こ とが出来るのであ る。  In the third embodiment, the magnetic field in the first gap is strengthened by the action of the large number of permanent magnets 3 m. 3 m... The interaction between the action, the induced current and the water molecules, and the interaction between the magnetic field and the oxygen molecules are also strengthened, and the synergistic effect of them produces finer bubbles in the water to be treated in the first gap. Further, more oxygen components in the bubbles can be dissolved in the water to be treated.
第 3 の実施の形態のその余の事項は、 前記第 2 の実施の形態と 同様で ある。  The rest of the third embodiment is the same as the second embodiment.
[第 4の実施の形態] この出願の発明の第 4の実施の形態について説明する。 [Fourth embodiment] A fourth embodiment of the invention of this application will be described.
第 6図は、 同第 4の実施の形態の要部を成す磁石付導水板の底面図で ある。  FIG. 6 is a bottom view of a water guide plate with magnets, which is a main part of the fourth embodiment.
第 6図において、 5 は磁石付導水板、 5 dは環状板体、 5 m . 5 m . …は永久磁石である。 その余の部材は、 前記第 1 〜第 3 の実施の形態と 同様である。  In FIG. 6, 5 is a water guide plate with a magnet, 5 d is an annular plate, 5 m. 5 m... Are permanent magnets. Other members are the same as those in the first to third embodiments.
磁石付導水板 5 は、 この実施の形態では、 環状板体 5 d と 3個 (一般 には複数個) の永久磁石 5 m . 5 m , 5 m とから成る。 環状板体 5 dは 、 中央部に比較的大怪の円形空孔 5 cが存在する こ と によって、 全体と して円環形を成している。 第 4 の実施の形態にあっては、 環状板体 5 dの下面 (底面) にも、 複数個の埋め溝が放射状に形成される。  In this embodiment, the water guide plate with magnet 5 is composed of an annular plate 5d and three (generally a plurality of) permanent magnets 5m, 5m and 5m. The annular plate 5d has an annular shape as a whole due to the presence of a relatively large circular hole 5c in the center. In the fourth embodiment, a plurality of filling grooves are radially formed also on the lower surface (bottom surface) of the annular plate 5d.
そ して、 それらの埋め溝には、 垂直方向に磁化された 3個 (一般には 複数個) の永久磁石 5 m . 5 m . 5 mが各個に埋め込まれる。  In each of the buried grooves, three (generally plural) permanent magnets 5 m, 5 m, 5 m, which are magnetized in the vertical direction, are embedded.
【 0 0 3 3 】  [0 0 3 3]
第 4 の実施の形態では、 内郭筒 4 の外周面及び外郭筒 3の内周面に加 えて、 導水板 5 の下面にも、 永久磁石 5 m . 5 m . 5 mを埋め込むこ と に したから、 よ り 微細な気泡を処理対象水中に生成させる こ とが出来、 又、 該気泡中の酸素成分をよ り 多く 該処理対象水中に溶け込ませる こ と が出来る。  In the fourth embodiment, in addition to the outer peripheral surface of the inner cylinder 4 and the inner peripheral surface of the outer cylinder 3, the permanent magnets 5 m, 5 m, and 5 m are embedded in the lower surface of the water guide plate 5. Therefore, finer bubbles can be generated in the water to be treated, and more oxygen components in the bubbles can be dissolved in the water to be treated.
かく して、 第 4の実施の形態では、 磁石付導水板 5 における 3個 (一 般には複数個) の永久磁石 5 m , 5 m . 5 mの働きによって、 第 2 の間 隙 g 2 内の磁界が強化されたから、 磁界と水分子との相互作用、 誘起電 流と水分子との相互作用、 並びに磁界と酸素分子との相互作用 も強化さ れ、 それらの相乗作用によって、 極々微細な気泡が第 2 の間隙 g 2 内の 処理対象水中に生成せしめられ、 又、 該気泡中の酸素成分がよ り 多く 該 処理対象水中に溶け込まされるのである。 And thus, in the fourth embodiment, the permanent magnets 5 m of three in the water guide plate 5 with the magnets (plurality in General), 5 m. By the action of 5 m, during the second gap g 2 The interaction between the magnetic field and the water molecules, the interaction between the induced current and the water molecules, and the interaction between the magnetic field and the oxygen molecules are also strengthened due to the strengthened magnetic field inside. Air bubbles are generated in the water to be treated in the second gap g2, and the oxygen component in the air bubbles is larger. It is dissolved in the water to be treated.
第 4の実施の形態のその余の事項は第 1 乃至第 3の実施の形態と 同様 である。  The other matters of the fourth embodiment are the same as those of the first to third embodiments.
【 0 0 3 4 】  [0 0 3 4]
[第 5 の実施の形態〕  [Fifth Embodiment]
この出願の発明の第 5の実施の形態について説明する。  A fifth embodiment of the invention of this application will be described.
第 5 の実施の形態にあっては、 オゾン発生装置又は活性空気発生装置 が併用される。  In the fifth embodiment, an ozone generator or an active air generator is used together.
オゾン発生装置又は活性空気発生装置は、 この実施の形態では、 地上 に設置され、 長尺且つ可撓性の吸気管 1 を介して、 外郭简 3の上部周壁 に穿設された吸気孔 3 p に、 気密且つ水密に接続される。 同吸気管 1 は 、 処理対象水域景観の損われる こ とがないよ う にするために、 運転時に は、 同水域の水面下に敷設される こ と と なる。 それらの装置で発生した オゾン乃至活性空気は、 可撓性の吸気管 1 と吸気孔 3 p と を介して、 外 郭筒 3 の内部に送 り 込まれる。  In this embodiment, the ozone generator or the active air generator is installed on the ground, and an intake hole 3 p formed in the upper peripheral wall of the outer shell 3 through a long and flexible intake pipe 1. The connection is airtight and watertight. The intake pipe 1 will be laid below the surface of the water area during operation so that the landscape of the water area to be treated is not damaged. The ozone or active air generated by those devices is sent into the inside of the outer casing 3 through the flexible intake pipe 1 and the intake port 3p.
しかし、 吸気孔 3 Pが外郭筒 3 の頂壁内の偏心点に穿設されている場 合は、 オゾン発生装置又は活性空気発生装置は、 外郭筒 3の上方且つ水 面上に適宜の手段で固定される。 それらの装置で発生したオゾン乃至活 性空気は、 直立 · 不撓の吸気管 1 を介して、 同 じ く 外郭筒 3 の内部に送 り込まれる。 このと き、 水質浄化処理装置本体は、 転倒の成がないよ う に、 強固に保持されていなければならない。  However, in the case where the air intake hole 3P is formed at an eccentric point in the top wall of the outer cylinder 3, the ozone generator or the active air generator may be provided above the outer cylinder 3 and above the water surface by appropriate means. Fixed at. The ozone or active air generated by these devices is similarly sent into the inside of the outer casing 3 through the upright and rigid intake pipe 1. At this time, the main body of the water purification treatment device must be firmly held so as not to fall.
第 5 の実施の形態では、 単なる空気の代り に、 オゾン入り の空気又は 活性空気を吸気管 1 に送り 込むこ とに したから、 それら と微細気泡化と の相乗作用によって、 水質浄化作用を更に増進させる こ とが出来る。 第 5の実施の形態のその余の事項は第 1 乃至第 4の実施の形態と 同様 である。 In the fifth embodiment, instead of mere air, air containing ozone or active air is sent to the intake pipe 1, so that the water purification action is further enhanced by the synergistic action of these and air bubbles. Can be promoted. Other items of the fifth embodiment are similar to those of the first to fourth embodiments. It is.
【 0 0 3 5 】  [0 0 3 5]
[第 6 の実施の形態〗  [Sixth Embodiment〗
この出願の発明の第 6の実施の形態について説明する。  A sixth embodiment of the invention of this application will be described.
処理対象水域に雨水等が流入してその水面が変動する と、 吸気ロ 2 の 水深と水圧が変動して、 処理対象水と空気との最適な混合比が崩れる。 そ うする と、 発生し た気泡の怪が予定値よ り も大き く なつて、 水質浄化 に支障を来す。  If rainwater or the like flows into the water area to be treated and the water surface fluctuates, the water depth and water pressure of the intake air 2 fluctuate, and the optimal mixing ratio of the water to be treated and air is disrupted. Then, the generated bubbles become larger than expected, which hinders water purification.
この実施の形態は、 処理対象水域の水面変動に対処するため、 水質浄 化処理装置本体を適宜の浮子に結合して水底から浮上させ、 水面が変動 したと きでも、 同装置本体の水深位置が変動しないよ う に、 従っ て又、 吸気ロ 2 の水深と水圧が変動しないよ う に したものである。  In this embodiment, in order to cope with fluctuations in the water surface of the water area to be treated, the main body of the water purification treatment device is connected to an appropriate float and floated from the bottom of the water. Therefore, the water depth and the water pressure of the intake manifold 2 are also kept from fluctuating.
第 6 の実施の形態のその余の 項は第 1 乃至第 5 の実施の形態と 同様 である。  Other items in the sixth embodiment are the same as those in the first to fifth embodiments.
【 0 0 3 6 】  [0 0 3 6]
[第 7 の実施の形態]  [Seventh Embodiment]
第 7 の実施の形態の水質浄化処理方法について説明する。  A water purification treatment method according to a seventh embodiment will be described.
処理対象水の汚れや酸性化が酷い時は、 即時の改善を計るために、 初 めの期間のみであるが、 中和剤及びノ又は凝集剤等の薬剤を、 本装置又 は他の装置によって、 散水又は散布する。 これによつて、 有機物が強制 浮上せしめられ、 P H度が改善される。  When the water to be treated is very dirty or acidified, it is only for the first time period for immediate improvement. Watering or spraying. As a result, the organic substances are forcibly levitated, and the pH is improved.
薬剤による改善後は、 第 1 〜第 6の実施の形態による方法及び装置に よ って、 水質浄化を続行する。  After the improvement by the chemical, the water purification is continued by the methods and apparatuses according to the first to sixth embodiments.
水質浄化がある程度進んだ段階で、 バクテ リ ア (好気性バクテ リ ア乃 至アンモニア分解バクテ リ ア) を投入する。 以上の相乗効果によって、 終 (つい) には、 処理対象水を十分に水質 浄化するこ とが出来る。 At a stage where water purification has progressed to some extent, bacteria (aerobic bacterium to ammonia decomposition bacteria) will be introduced. Due to the above synergistic effects, the water to be treated can be sufficiently purified at the end.
【 0 0 3 7 】  [0 0 3 7]
[微細気泡の捕集 · 検出方法〕  [Method of collecting and detecting fine bubbles]
微細気泡の捕集 · 検出方法について説明する。  A method for collecting and detecting microbubbles will be described.
対象水域で稼働する水質浄化処理装置の近く の水面に直ちに浮上する よ う な気泡は、 容易に視認出来るけれども、 そのよ う な気泡は、 直径が 大き く 、 従って水質浄化には殆ど寄与しない。  Bubbles that immediately rise to the surface of the water near the water purification treatment device operating in the target water area are easily visible, but such bubbles have a large diameter and thus contribute little to water purification.
水質浄化に寄与し得る気泡は、 その直径が 2〜 3 ミ クロ ン、 或はそれ 以下である と考え られている。 従っ て、 そのよ う な気泡の存否を手ぶら で確認する こ と は出来ない。 顕微鏡によ る観測方法は、 前処理の段階で 気泡が失われて仕舞う から、 恐ら く 有効ではない。 更に言えば、 その直 怪が光の波長 (サブミ クロ ンオーダ) 以下と なっ た気泡の存否を、 光に よ って弁別する こ と は、 理論上不可能である。  Bubbles that can contribute to water purification are considered to be 2-3 micron diameters or smaller. Therefore, the existence of such bubbles cannot be confirmed by hand. Observation with a microscope is probably not effective, since the bubbles are lost during the pretreatment stage. Furthermore, it is theoretically impossible to discriminate, by light, the presence or absence of a bubble whose wavelength is below the wavelength of light (submicron order).
以下、 この発明の効果確認の実験に用いた微細気泡の捕集 · 検出方法 については、 第 1 0図を参照しながら、 説明する。  Hereinafter, a method for collecting and detecting fine bubbles used in an experiment for confirming the effect of the present invention will be described with reference to FIG.
( 0 ) 広口の透明容器 wを用意する。  (0) Prepare a wide-mouthed transparent container w.
( 1 ) 透明容器 wを、 第 1 0図 ( a ) の如く 上向き状態のま ま、 対象 水域の水面下に沈める。 透明容器 wには処理対象水が満たされる。  (1) Submerge the transparent container w below the surface of the target water area, with the container facing upward as shown in Fig. 10 (a). The transparent container w is filled with the water to be treated.
( 2 ) 透明容器 wを水面下で反転させる。  (2) Turn the transparent container w under the water.
【 0 0 3 8 】  [0 0 3 8]
( 3 - 1 ) 水面下で反転させた透明容器 wの底壁外面を、 第 2 図の如 く 、 水面迄引き上げる。 ( 3 - 2 ) 或は、 第 3図の如く 、 広口部近傍迄 水面上に引き揚げる。 する と 、 透明容器 w内の水圧が低下するから、 溶 存気体が気泡化し易く なる。 何れの場合も、 反転した底壁内面は、 浮上する気泡に対して 卜 ラ ッ プ (わな) の役目を果たす。 (3-1) Pull up the outer surface of the bottom wall of the transparent container w that has been inverted below the water surface to the water surface as shown in Fig. 2. (3-2) Alternatively, as shown in Fig. 3, the water is pulled up to the vicinity of the wide mouth on the water surface. Then, since the water pressure in the transparent container w decreases, the dissolved gas is easily bubbled. In either case, the inverted inner surface of the bottom wall acts as a trap for bubbles that float.
( 4 ) 透明容器 wのこの状態を暫く 保持する。  (4) Hold this state of the transparent container w for a while.
( 5 ) 透明容器 wの内部若し く は下方にある微細気泡が、 そのま ま或 は相互に結合して浮上する。 或は、 溶存気体が気泡化し、 浮上する。 浮 上した気泡は、 底壁内面 ( ト ラ ッ プ) で捕集される。 捕集された気泡は 相互に結合して、 よ り大きな気泡と なる。  (5) The microbubbles inside or below the transparent container w float as they are or mutually. Alternatively, the dissolved gas bubbles and floats. The air bubbles that have floated are collected on the inner surface (trap) of the bottom wall. The trapped bubbles combine with each other to form larger bubbles.
( 6 ) 直径の大き く なつ た気泡を肉眼で観測する (終) 。  (6) Observe the enlarged bubbles with the naked eye (final).
ステ ッ プ ( 3 — 2 ) で透明容器 w内の水圧を減圧させよ う とする と き は、 同容器 wの高さ寸法は出来るだけ大き く するのが良い。  When the water pressure in the transparent container w is to be reduced in step (3-2), the height of the container w should be as large as possible.
上記の捕集 · 検出方法によれば、 本装置の運転停止後、 3 0分以上 1 時間位経過した後でも、 透明容器 w内に少量の気泡を捕集し得る こ とが 分かっ た。 水中に 3 0分〜 1 時間も滞留していた捕集前の極微細気泡の 直径は、 凡そ 2〜 3 ミ ク ロ ン、 或はそれ以下であろ う と考えられる。  According to the above-mentioned collection and detection method, it was found that a small amount of air bubbles could be collected in the transparent container w even after 30 minutes or more and about one hour had elapsed after the operation of this device was stopped. It is thought that the diameter of the microbubbles before collection, which had stayed in the water for 30 minutes to 1 hour, would be about 2 to 3 micron or less.
【 0 0 3 9 】  [0 0 3 9]
[効果確認の実験 1 〗  [Effect confirmation experiment 1 1
実験用の処理対象水域を作り 出すために、 この出願の発明の水質浄化 処理装置を試作した工場の中庭に、 直径 2 . 5 メ ー トル、 高さ 1 . 2 メ 一 ト ルの養殖漁業用 ' 樹脂製水槽を設置して、 約 5 ト ンの真水を入れ、 同装置の試運転を行っ た。  In order to create a water area to be treated for experiments, a 2.5-meter-diameter, 1.2-meter-high aquaculture fishery was installed in the courtyard of the factory where the water purification treatment device of the present invention was prototyped. 'A resin tank was installed, about 5 tons of fresh water was charged, and a trial run of the device was performed.
同装置によって生成 · 放出された極微細気泡が同水槽周縁部に到達し ている事実は、 第 1 0図 ( b ) の方法を適用 し、 透明容器内に気泡を捕 集する こ と によって、 確認する こ とが出来た ( 9 7年 6 月 1 3 日) 。 前曰の結果を踏まえて、 水槽中に有機質肥料 (バイ オセラ ミ ッ クス株 式会社製の 2 0 キログラム入り発酵鶏糞 3袋分) を投入して、 1 2 日間 放置し、 発酵させた。 その結果、 水は過剰に汚れて不透明と な り 、 糸み みず迄が盛大に繁殖し、 工場の中庭一杯に強烈な臭気を発散する程の状 態と なつ た。 ( 9 7年 6月 1 4日〜 6月 2 5 日) 。 The fact that the ultra-fine bubbles generated and released by the device reached the periphery of the tank was confirmed by applying the method shown in Fig. 10 (b) and trapping the bubbles in a transparent container. This was confirmed (June 13, 97). Based on the results mentioned above, organic fertilizer (3 bags of fermented chicken dung containing 20 kilograms manufactured by Biocera Mix Co., Ltd.) was put into the tank for 12 days. Allowed to ferment. As a result, the water became excessively dirty and opaque, and even the threads grew to a great extent, and the entire courtyard of the factory emitted a strong odor. (June 14 to June 25, 1997).
【 0 0 4 0】  [0 0 4 0]
以上の段階で、 水槽の中心部に、 第 1 図〜第 3図の水質浄化処理装置 を潜行させ、 連続 3 0時間の試運転を開始した。 泡が間断なく 汚れを浮 上させる こ とが確認された ( 9 7年 6月 2 5 曰 1 0時半〜 2 6 日 1 7時 二日目、 太陽光線の下では、 汚れを伴っ た泡が、 約 1時間半位で水槽 表面一杯になっ て仕舞う こ とが確認された。 そ こで、 その泡を網で外に 救い出す作業を一日中続けた ( 6月 2 6 日 1 0時半〜 1 7時) 。  At the above stage, the water purification treatment device shown in Figs. 1 to 3 was sunk into the center of the water tank, and a continuous 30-hour test operation was started. It was confirmed that the bubbles caused the dirt to float without interruption. (June 25, 1997, 10: 30-26, 17:02) On the second day, under the sunshine, the bubbles with dirt However, it was confirmed that the surface of the aquarium became full in about an hour and a half, and the work to rescue the bubbles with a net was continued throughout the day (at 10:30 on June 26, 2010). 17 o'clock).
(この間に実験担当者 (本装置の製作者) の得た感触は、 完全な浄化 を達成するには以上の十倍位の作業時間 ( 3 0 0時間) が必要であろ う 、 と レヽ ぅ ものであっ た) 。  (During this time, the feel of the experimenter (the creator of this device) has obtained that it will take more than ten times the working time (300 hours) to achieve complete purification. It was a thing).
二日 目の午前 1 0時半から約 1 2時間、 合計 5 ト ンの水をブラス しな がら、 水質浄化処理装置を再度運転した ( 2 6 日 2 2時半〜 2 7 日 1 0 時半) 。  For about 12 hours from 10:30 am on the second day, the water purification equipment was operated again while brushing a total of 5 tons of water (from 26:30 to 22:30 to 10:00 on February 27). Half)
三日 目午前 1 0時半、 運転停止後、 再度前記有機質肥料を投入した。 水補給は、 同日 1 4時半迄断続的に行っ た。 同日 1 4時頃になる と、 水 槽表面の泡の量も減ってきた。 当日の天候は S時々雨であっ た ( 2 7 日 1 0時半〜 1 7時) 。  At 10:30 am on the third day, after the operation was stopped, the organic fertilizer was added again. Water supply was intermittent until 14:30 on the same day. At around 14 o'clock on the same day, the amount of foam on the surface of the tank also began to decrease. The weather on the day was occasionally rainy (10: 30-17: 00 on the 27th).
【 0 0 4 1 】  [0 0 4 1]
四日 目、 臭気は殆ど無く なっ た。 1 5時から 1時間程、 試運転を行つ た。 水槽表面に汚れを含んだ泡が現れ、 渦巻星雲状の複雑な皺と な り 、 水槽の周緣部に流れ寄っ た。 しかし、 二日 目のよ う な高泡は発生しなか つ た。 当日の天気は曇時々雨であっ たため、 光合成作用が行われず、 従 つ て藻類 (主にァォコ) が増殖出来なかっ たから、 と判断された。 On the fourth day, the odor was almost gone. A test run was carried out for about one hour from 15:00. Bubbles containing dirt appeared on the surface of the aquarium, forming complex wrinkles in the shape of a spiral nebula, and then flowing around the aquarium. However, high bubbles like the second day do not occur I got it. It was judged that the weather on that day was cloudy and sometimes rainy, and that photosynthesis was not performed, and thus algae (mainly aoko) could not grow.
水質浄化処理装置によって生成 · 放出された極微細気泡が水中に漂つ ている事実は、 水槽周縁部の水域に透明容器を入れ、 第 1 0図 ( b ) の 捕集 · 検出方法を用いる こ と によって、 容易に確認する こ とが出来た。 当日の実験には、 本代理人も立ち会っ た ( 2 8 日 1 5時〜 1 6時) 。 又、 前記実験担当者の報告によれば、 第 1 0図 ( c ) の方法によって 、 運転停止 2 日後にも、 溶存気泡の捕集に成功した事があつ たと いう 。  The fact that the ultrafine bubbles generated and released by the water purification treatment equipment are floating in the water is due to the fact that a transparent container is placed in the water area around the periphery of the water tank and the collection and detection method shown in Fig. 10 (b) is used. With this, it was easy to confirm. The agent was present at the experiment on the day (15--16, March 28). Also, according to the report of the experimenter, it was found that the method of FIG. 10 (c) succeeded in collecting dissolved bubbles even two days after the operation was stopped.
【 0 0 4 2 】  [0 0 4 2]
[効果確認の実験 2 ]  [Effect confirmation experiment 2]
9 7年 8 月 8 日に、 在栃木県 ' 鹿沼 7 2 ゴルフカ ン ト リ ー 7番ホール 脇の人工池の中心寄り の水面下に、 第 1 図〜第 3図の水質浄化処理装置 を設置し、 長期間に亙る連続運転を開始した。  97 On August 8, 2007, `` Kanuma, Tochigi Prefecture, Japan '' 72 2 Golf Country Hall 7 The water purification system shown in Figures 1 to 3 was installed under the water near the center of the artificial pond beside Hole 7. Then, continuous operation for a long period was started.
この人工池の水域は、 目測によれば、 縱 8 0 メ ー トル、 横 7 0 メー ト ル、 中心部の深さ 1 メ ー トル強であって、 推定約 5千 ト ンの処理対象水 を湛えている。 この池の水については、 一旦芝生に滲み込んだ降水が再 び池周辺の水脈から湧き出し、 細流と なっ て流れ込んだものであって、 芝生に散布された液体肥料や農薬が随時流入している と い う特殊性があ る ものと考えられる。  The water area of this artificial pond is estimated to be 80 meters long, 70 meters wide and slightly more than 1 meter deep in the center, and an estimated 5,000 tons of water to be treated is estimated. Is filled with. As for the water in this pond, the rainwater that once infiltrated the lawn springed out of the water vein around the pond again and flowed as a rivulet, and liquid fertilizer and pesticides sprayed on the lawn flowed in at any time. Is considered to be unique.
と もあれ、 本装置の設置後 1 週間を経過し頃、 先ず白い皺状の浮遊物 がどんどん浮上し始めた。 このと きの浮上浮遊物は、 本装置からの極微 細気泡乃至溶存酸素によって酸化されて成る反応生成物であっ た。  Anyway, about one week after the installation of this device, white wrinkle-like suspended matter first started to emerge. The floating material at this time was a reaction product formed by oxidation from the microbubbles or dissolved oxygen from the apparatus.
【 0 0 4 3 】  [0 0 4 3]
その後の晴天日には、 ァォコが窒素、 燐を消費して盛んに発生 . 増殖 するが、 増殖したァォコ は極微細気泡乃至溶存酸素と反応して死滅 · 凝 集し、 後続の気泡と結合して浮力が与え られ、 水面に浮上するよ う にな つ た。 On a sunny day, aoko is actively consumed by consuming nitrogen and phosphorus. It proliferates, and the proliferated ako dies and reacts with microbubbles or dissolved oxygen. They were collected and combined with the subsequent air bubbles to give buoyancy and to float on the water surface.
それらの浮遊物は、 風のある時は風下に吹き寄せられ、 風の無い時は 全体が渦巻星雲状を成してゆつ く り と岸辺に流れ寄せられる こ とが観測 された。 又、 折角凝集せしめた浮上浮遊物質も、 雨に打たれる と きは再 び対象水中に分散せしめられる傾向も観測された。  It was observed that these suspended matter was blown downwind when there was a wind, and slowly swept to the shore in the form of a spiral nebula when there was no wind. In addition, it was observed that floating suspended solids that had been agglomerated were also likely to be dispersed again in the target water when exposed to rain.
更に、 9 月 1 3 日 (運転開始後 3 5 日経過) 正午に観測したと こ ろ、 前日及び当日の若干の降雨にも拘らず、 死滅したァォコが岸辺に即して 連な り 、 且つ漂っていた。 この日の観測には、 本代理人も立ち会っ た。 以上の実験結果によれば、 本装置によ って生成 · 放出された極微細気 泡乃至溶解酸素と反応して浮上し、 然る後、 岸辺に風で吹き寄せられ、 或は同心円状の流れに乗って流れ寄る浮上浮遊物質を、 オイ ルフ ェ ンス 等の公知の手段 · 方法で、 連続的乃至断続的に除去する こ と によって、 遂には処理対象水域中の窒素や燐の大部分を除去し、 且つ又、 酸素欠乏 、 亜硝酸塩 (生物毒) 発生、 濁 り等を解消し得る事が判明した。 産業上の利用可能性  Furthermore, as observed at noon on September 13 (35 days after the start of operation), despite the slight rainfall on the previous day and on that day, the dead cocos continued along the shore, and It was floating. The agent was present to observe on this day. According to the above experimental results, it floated by reacting with the ultra-fine bubbles or dissolved oxygen generated and released by this device, and then it was blown to the shore by wind, or concentric flows Most of the nitrogen and phosphorus in the water area to be treated is finally removed by continuously or intermittently removing the floating and floating substances flowing on the sea by known means such as oil fence. It was also found that oxygen deficiency, nitrite (biotoxin) generation, turbidity, etc. could be eliminated. Industrial applicability
この出願の発明は、 以上の様に構成したから、 下記の通り 、 顕著な効 果を奏する こ とが出来る。  Since the invention of this application is configured as described above, the following remarkable effects can be obtained.
( a ) 従来の気液混合装置よ り も、 一段と微細な気泡を発生させる こ と が出来る。 従って、 気泡を長時間滞水させる こ とが出来る。 従っ て又 、 水流を利用 してよ り遠方まで到達せしめる こ とが出来る。  (a) It is possible to generate finer bubbles than a conventional gas-liquid mixing device. Therefore, air bubbles can be retained for a long time. Therefore, it is possible to reach farther by using the water flow.
( b ) 従って、 膨大な処理対象水であっても、 確実に水質浄化をする こ とが出来る。 流れのある非閉鎖水域に も適用するこ とが出来る。  (b) Therefore, it is possible to surely purify the water quality even for a huge amount of water to be treated. It can also be applied to non-closed water areas with flowing water.
( c ) 処理装置を連続的に運転する こ とが出来る。 従って、 水質浄化 作用を長期間に亙って持続させるこ とが出来る。 (c) The processing equipment can be operated continuously. Therefore, water purification The effect can be maintained for a long time.
( d ) 生態系を損なう虞が全く ない。  (d) There is no risk of damaging the ecosystem.
( e ) 処理対象水の酸性度や生物相等々が千差万別であっ ても、 一律 に適用する こ とが出来る。  (e) Even if the acidity and biota of the water to be treated vary widely, they can be applied uniformly.
( f ) 水質浄化コス ト を大幅に低減させる こ とが出来る。 従って、 地 方自治体や各種経営主体等の負担を、 大幅に節減する こ とが出来る。  (f) The cost of water purification can be significantly reduced. Therefore, the burden on local governments and various management entities can be greatly reduced.

Claims

請 求 の 範 囲 The scope of the claims
1 . 1 又は複数個の吸気管 ( 1 . ) と 、 外郭筒 ( 3 ) と 、 内郭筒 ( 4 ) と 、 導水板 ( 5 ) と 、 磁石付散水板 ( 6 ) と 、 回転軸 ( 7 ) と、 水中 モータ ( 8 ) と 、 複数個の支柱 ( 9 . 9 . ) と を含有し、 1.1 or a plurality of intake pipes (1.), Outer shell (3), inner shell (4), water guide plate (5), watering plate with magnet (6), rotating shaft (7 ), A submersible motor (8), and a plurality of struts (9.9.).
上記外郭筒 ( 3 ) の頂壁内の中心点には、 軸受 ( 3 b ) が配設され、 同外郭筒 ( 3 ) の上部周壁の 1 又は複数個の点にはそれぞれ、 吸水口 ( 2 . 〜) が穿設され、 同外郭简 ( 3 ) の頂壁内の 1 若し く は複数個の偏 心点、 又は同外郭简 ( 3 ) の上部周壁の他の 1 若し く は複数個の点には それぞれ、 吸気孔 ( 3 p , …) が穿設され、  A bearing (3b) is disposed at a center point in the top wall of the outer cylinder (3), and one or more points on the upper peripheral wall of the outer cylinder (3) are respectively provided with a water inlet (2). ~) Are drilled and one or more eccentric points in the top wall of the outer shell (3) or one or more other eccentric points in the upper peripheral wall of the outer shell (3) Each of the points has a hole (3 p,…)
上記導水板 ( 5 ) の中央部には、 比較的大径の空孔が形成され、 上記磁石付散水板 ( 6 ) は、 回転板 ( 6 d ) と 、 複数個の永久磁石 ( 6 m . 6 m . …) と を含有し、 該回転板 ( 6 d ) の上面には、 複数個の 埋め溝が放射状に穿設され、 該各埋め溝には、 該各永久磁石 ( 6 m . 6 m . …) の一方の磁極が各個に埋め込まれ、 それらの各他方の磁極は各 埋め溝から各個に上方に突出せしめられ、  A relatively large hole is formed in the center of the water guide plate (5). The magnet-equipped water spray plate (6) includes a rotating plate (6d) and a plurality of permanent magnets (6 m. ..), And a plurality of buried grooves are radially formed on the upper surface of the rotating plate (6 d), and each of the permanent magnets (6 m. m...) are embedded in each individual, and the other magnetic poles of each are protruded upward from each of the embedded grooves to each individual,
上記外郭简 ( 3 ) の各吸気孔 ( 3 p , …) には、 上記各吸気管 ( 1 . …) の終端部が気密且つ水密に接続され、  The end portions of the intake pipes (1...) Are air-tightly and water-tightly connected to the intake holes (3p,...) Of the outer shell (3), respectively.
上記導水板 ( 5 ) の内周部は、 上記外郭筒 ( 3 ) の下端部に接続され 、 その外周部は、 上記複数個の支柱 ( 9 . 9 . …) によ って、 上記水中 モータ ( 8 ) の上方に、 支持 · 固定され、  An inner peripheral portion of the water guide plate (5) is connected to a lower end portion of the outer casing (3), and an outer peripheral portion thereof is connected to the underwater motor by the plurality of columns (9.9). (8) Above, supported and fixed,
上記回転軸 ( 7 ) の上端部は、 上記軸受 ( 3 b ) によって回転自在に 支持される と共に、 その下端部は、 水中モータ ( 8 ) の回転軸に連結さ れ、  The upper end of the rotating shaft (7) is rotatably supported by the bearing (3b), and the lower end is connected to the rotating shaft of the submersible motor (8).
上記内郭简 ( 4 ) は、 上記外郭筒 ( 3 ) の中心軸線上に、 上記回転軸 ( 7 ) によって軸支され、 The inner shell (4) is located on the center axis of the outer shell (3), (7)
上記内郭简 ( 4 ) の外周面と上記外郭简 ( 3 ) の内周面との間には、 上記各吸気管 ( 1 , 一) から流入した空気を上記各吸水口 ( 2 . ) か ら流入した処理対象水に混合して無数の微小な気泡を生成させる と共に 該各気泡中の酸素成分を該処理対象水中に可及的に溶解させるための、 第 1 の間隙 ( g : ) が形成され、  Between the outer peripheral surface of the inner shell (4) and the inner peripheral surface of the outer shell (3), the air flowing in from each of the intake pipes (1, 1) is introduced into the respective water inlets (2.). The first gap (g :) for mixing with the water to be treated flowing from the water to generate countless minute bubbles and dissolving the oxygen component in each of the bubbles as much as possible in the water to be treated is formed. Formed,
上記磁石付散水板 ( 6 ) は、 上記導水板 ( 5 ) と平行に、 上記回転軸 ( 7 ) によって軸支され、  The sprinkler plate with magnet (6) is supported by the rotating shaft (7) in parallel with the water guide plate (5),
上記磁石付散水板 ( 6 ) の上面と上記導水板 ( 5 ) の下面との間には 、 上記第 1 の間隙 ( g , ) から流入した上記処理対象水中の全ての気泡 を更に分割して極微細化する と共に、 該各気泡中の酸素成分を上記処理 対象水中に可及的に溶解させるための、 第 2 の間隙 ( g 2 ) が形成され ている、 Between the upper surface of the magnet-equipped water spray plate (6) and the lower surface of the water guide plate (5), all the bubbles in the water to be treated which flowed in from the first gap (g,) are further divided. A second gap (g 2 ) is formed for minimizing the size of the air bubbles and dissolving the oxygen component in each of the bubbles as much as possible in the water to be treated.
水質浄化処理装置。  Water purification treatment equipment.
2 . 1 又は複数個の吸気管 ( 1 . ) と 、 外郭筒 ( 3 ) と、 磁石付内郭 筒 ( 4 ) と 、 導水板 ( 5 ) と 、 磁石付散水板 ( 6 ) と 、 回転軸 ( 7 ) と 、 水中モータ ( 8 ) と 、 複数個の支柱 ( 9 . 9 . ) と を含有し、 上記外郭筒 ( 3 ) の頂壁内の中心点には、 軸受 ( 3 b ) が配設され、 同外郭筒 ( 3 ) の上部周壁の 1 又は複数個の点にはそれぞれ、 吸水口 ( 2 . が穿設され、 同外郭简 ( 3 ) の頂壁内の 1 若し く は複数個の偏 心点、 又は同外郭筒 ( 3 ) の上部周壁の他の 1 若し く は複数個の点には それぞれ、 吸気孔 ( 3 p . ··· ) が穿設され、 2.1 or more intake pipes (1.), Outer casing (3), inner casing with magnet (4), water guide plate (5), sprinkler board with magnet (6), rotating shaft (7), a submersible motor (8), and a plurality of columns (9.9), and a bearing (3b) is arranged at a center point in the top wall of the outer casing (3). At one or more points on the upper peripheral wall of the outer shell (3), a water inlet (2.) is drilled, and one or more water inlets (2.) in the top wall of the outer shell (3) are provided. Each of the eccentric points or one or more other points on the upper peripheral wall of the outer casing (3) is provided with an intake hole (3p...)
上記磁石付内郭筒 ( 4 ) の外周面には、 縦長形状の多数の埋め溝が形 成され、 該各埋め溝には、 水平方向に磁化された多数の永久磁石 ( 4 m , 4 m . ··· ) が各個に埋め込まれ、 上記導水板 ( 5 ) の中央部には、 比較的大径の空孔が穿設され、 上記磁石付散水板 ( 6 ) は、 回転板 ( 6 d ) と、 複数個の永久磁石 ( 6 m . 6 m , ) と を含有し、 該回転板 ( 6 d ) の上面には、 複数個の 埋め溝が放射状に穿設され、 該各埋め溝には、 該各永久磁石 ( 6 m , 6 m . の一方の磁極が各個に埋め込まれ、 それらの各他方の磁極は各 埋め溝から各個に上方に突出せしめられ、 On the outer peripheral surface of the inner cylinder with magnet (4), a number of vertically elongated filling grooves are formed, and in each of the filling grooves, a number of permanent magnets (4m, 4m) magnetized in the horizontal direction are provided. ..) is embedded in each item, A relatively large hole is formed in the center of the water guide plate (5). The magnet-equipped water spray plate (6) includes a rotating plate (6d) and a plurality of permanent magnets (6 m). . 6 m), and a plurality of buried grooves are radially formed on the upper surface of the rotating plate (6 d), and each of the buried grooves is provided with each of the permanent magnets (6 m, 6 d). m. are embedded in each of the individual poles, and the other poles of each of them are respectively protruded upward from each of the burial grooves,
上記外郭筒 ( 3 ) の各吸気孔 ( 3 p , …) には、 上記各吸気管 ( 1 , …) の終端部が気密且つ水密に接続され、  The end portions of the intake pipes (1,...) Are air-tightly and water-tightly connected to the intake holes (3 p,...) Of the outer casing (3).
上記導水板 ( 5 ) の内周部は、 上記外郭筒 ( 3 ) の下端部に接続され 、 上記導水板 ( 5 ) の外周部は、 上記複数個の支柱 ( 9 , 9 . …) によ つ て、 上記水中モータ ( 8 ) の上方に、 支持 · 固定され、  The inner periphery of the water guide plate (5) is connected to the lower end of the outer casing (3), and the outer periphery of the water guide plate (5) is connected to the plurality of columns (9, 9,...). Therefore, it is supported and fixed above the underwater motor (8),
上記回転軸 ( 7 ) の上端部は、 上記軸受 ( 3 b ) によって回転自在に 支持される と共に、 その下端部は、 水中モータ ( 8 ) の回転軸に連結さ れ、  The upper end of the rotating shaft (7) is rotatably supported by the bearing (3b), and the lower end is connected to the rotating shaft of the submersible motor (8).
上記内郭简 ( 4 ) は、 上記外郭简 ( 3 ) の中心軸線上に、 上記回転軸 ( 7 ) によって軸支され、  The inner shell (4) is supported by the rotating shaft (7) on the center axis of the outer shell (3),
上記内郭简 ( 4 ) の外周面と上記外郭简 ( 3 ) の内周面との間には、 上記各吸気管 ( 1 . …) から流入した空気を上記各吸水口 ( 2 . ·'· ) か ら流入した処理対象水に混合して無数の微細な気泡を生成させる と共に 該各気泡中の酸素成分を該処理対象水中に可及的に溶解させるための、 第 1 の間隙 ( g , ) が形成され、  Between the outer peripheral surface of the inner shell (4) and the inner peripheral surface of the outer shell (3), the air flowing in from each of the intake pipes (1. ·) The first gap (g) for mixing with the water to be treated flowing from above to form countless fine bubbles and dissolving the oxygen component in each of the bubbles as much as possible in the water to be treated. ,) Are formed,
上記磁石付散水板 ( 6 ) は、 上記導水板 ( 5 ) と平行に、 上記回転軸 ( 7 ) によって軸支され、  The sprinkler plate with magnet (6) is supported by the rotating shaft (7) in parallel with the water guide plate (5),
上記磁石付散水板 ( 6 ) の上面と上記導水板 ( 5 ) の下面との間には 、 上記第 1 の間隙 ( g , ) から流入した上記処理対象水中の全ての気泡 を更に分割して極微細化する と共に、 該各気泡中の酸素成分を上記処理 対象水中に可及的に溶解させるための、 第 2 の間隙 ( g 2 ) が形成され ている、 Between the upper surface of the magnet-equipped watering plate (6) and the lower surface of the water-guiding plate (5), all air bubbles in the water to be treated flowing from the first gap (g,) are provided. And a second gap (g 2 ) for dissolving the oxygen component in each of the bubbles in the water to be treated as much as possible is formed.
水質浄化処理装置。  Water purification treatment equipment.
3 . 前記外郭筒 ( 3 ) の内周面にも、 縦長形状の多数の埋め溝が形成さ れ、  3. A large number of vertically long filling grooves are also formed on the inner peripheral surface of the outer casing (3),
該各埋め溝には、 水平方向に磁化された多数の永久磁石 ( 4 m . 4 m . …) が各個に埋め込まれている、  A number of permanent magnets (4 m. 4 m...) Magnetized in the horizontal direction are embedded in each of the filling grooves.
請求の範囲第 2項記載の水質浄化処理装置。  3. The water purification treatment device according to claim 2.
4 . 前記導水板 ( 5 ) の下面に も複数個の埋め溝が放射状に形成され、 該各埋め溝には、 垂直方向に磁化された複数個の永久磁石 ( 5 m . 5 m . '·· ) が各個に埋め込まれている、  4. A plurality of buried grooves are also radially formed on the lower surface of the water guide plate (5), and each of the buried grooves has a plurality of vertically magnetized permanent magnets (5 m .5 m. ·) Is embedded in each,
請求の範囲第 1 項から第 3項までの何れか一つに記載の水質浄化処理 装置。  The water purification treatment device according to any one of claims 1 to 3.
5 . オゾン又は活性空気発生装置を含有し、  5. Contains ozone or active air generator,
該オゾン又は活性空気発生装置は、 前記吸気管 ( 1 . ··· ) の前段に、 直接若し く は送風管を介して、 接続されている、  The ozone or active air generator is connected directly before or through the air pipe to the upstream of the intake pipe (1...).
請求の範囲第 1 項から第 4項までの何れか一つに記載の水質浄化処理 装置,  The water purification treatment apparatus according to any one of claims 1 to 4,
PCT/JP1998/004388 1997-09-29 1998-09-29 Water quality purification device WO1999016713A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU91883/98A AU9188398A (en) 1997-09-29 1998-09-29 Water quality purification device

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP9/301386 1997-09-29
JP30138697A JP3227567B2 (en) 1997-09-29 1997-09-29 Water purification equipment

Publications (1)

Publication Number Publication Date
WO1999016713A1 true WO1999016713A1 (en) 1999-04-08

Family

ID=17896255

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/JP1998/004388 WO1999016713A1 (en) 1997-09-29 1998-09-29 Water quality purification device

Country Status (3)

Country Link
JP (1) JP3227567B2 (en)
AU (1) AU9188398A (en)
WO (1) WO1999016713A1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004016344A1 (en) * 2002-08-16 2004-02-26 Aics Co., Ltd. Minute air bubble-containing liquid matter and device for manufacturing the liquid matter
CN103979665A (en) * 2014-04-25 2014-08-13 中国科学技术大学 Double-fluid micro-bubble spraying generating device
US11918963B2 (en) 2016-09-28 2024-03-05 Quartus Paulus Botha Nano-bubble generator and method of generating nano-bubbles using interfering magnetic flux fields

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006231310A (en) * 2005-02-24 2006-09-07 Ics Kk Minute droplet and its producing method
WO2007023864A1 (en) * 2005-08-24 2007-03-01 Nsi Co., Ltd. Bubble generator
JP2007237114A (en) * 2006-03-10 2007-09-20 Yukio Nakajima Liquid purification apparatus
CN110292898B (en) * 2019-08-01 2024-05-17 清华大学 Electromagnetic cavitation device

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5368466A (en) * 1976-11-30 1978-06-17 Shin Meiwa Ind Co Ltd Pump system for spreading bubbles in water
JPS575839U (en) * 1980-06-11 1982-01-12
JPH0691146A (en) * 1992-09-10 1994-04-05 Shuzo Kamata Agitating mixer for liquid and gas
JPH0810597A (en) * 1994-06-29 1996-01-16 Fuji Electric Co Ltd Device for transferring mixed gas and liquid

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5368466A (en) * 1976-11-30 1978-06-17 Shin Meiwa Ind Co Ltd Pump system for spreading bubbles in water
JPS575839U (en) * 1980-06-11 1982-01-12
JPH0691146A (en) * 1992-09-10 1994-04-05 Shuzo Kamata Agitating mixer for liquid and gas
JPH0810597A (en) * 1994-06-29 1996-01-16 Fuji Electric Co Ltd Device for transferring mixed gas and liquid

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004016344A1 (en) * 2002-08-16 2004-02-26 Aics Co., Ltd. Minute air bubble-containing liquid matter and device for manufacturing the liquid matter
CN103979665A (en) * 2014-04-25 2014-08-13 中国科学技术大学 Double-fluid micro-bubble spraying generating device
US11918963B2 (en) 2016-09-28 2024-03-05 Quartus Paulus Botha Nano-bubble generator and method of generating nano-bubbles using interfering magnetic flux fields

Also Published As

Publication number Publication date
JP3227567B2 (en) 2001-11-12
JPH11104616A (en) 1999-04-20
AU9188398A (en) 1999-04-23

Similar Documents

Publication Publication Date Title
CN1756907B (en) Water circulation systems for ponds, lakes, and other bodies of water
BG99823A (en) Method and device for the treatment of waste waters
JP2007237153A (en) Air mixing and agitation technology
KR101051208B1 (en) Multi-functional algal control and eco-purification plant island apparatus having water purification and environment beautification functions
KR101702345B1 (en) Apparatus and Method for Removing Algae
JP3227567B2 (en) Water purification equipment
JP2006088021A (en) Water treatment system
JP2003340489A (en) Water cleaning apparatus in closed water area
KR101834375B1 (en) Stagnant water bodies and river restoration system
CN108203166A (en) A kind of suspending type water correction device
CN108483624A (en) A kind of shock resistance aquaculture governing system
JP2010158657A (en) Method of controlling water bloom using vibration-wave generator and oxygen/ozone generator
KR20190110310A (en) Upright single stage pump assembly for generating micro bubble
CN103043866B (en) Construction method of polluted water treatment system
JP2003112191A (en) Water quality improving system
CN208429923U (en) A kind of shock resistance aquaculture governing system
JP2002346578A (en) Water cleaning treatment apparatus together using ultrasonic waves
CN109997773A (en) A kind of microbubble oxygen-increasing device mixing gas based on flow-disturbing
JP2005058957A (en) Floating type water area cleaning apparatus
CN105016564A (en) Set of industrial waste water treatment system
KR102380273B1 (en) Oxygen Dissolving Device for Oxygen Supply of Aquaculture Farm.
WO2018151587A1 (en) Self-contained floating mechanism for aerating bodies of water
CN117945596B (en) Walking type multifunctional nano-scale pollution cleaning system
Lupu et al. Equipment for water ozonation in fish breeding lakes
CN117069318A (en) Combined process and system for ecological restoration of non-point source polluted lake

Legal Events

Date Code Title Description
AK Designated states

Kind code of ref document: A1

Designated state(s): AU BR CN KR SG US

AL Designated countries for regional patents

Kind code of ref document: A1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LU MC NL PT SE

121 Ep: the epo has been informed by wipo that ep was designated in this application
DFPE Request for preliminary examination filed prior to expiration of 19th month from priority date (pct application filed before 20040101)
NENP Non-entry into the national phase

Ref country code: KR

122 Ep: pct application non-entry in european phase