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WO1997002430A1 - Procede et dispositif permettant d'utiliser la totalite de l'energie de pression gravitationnelle d'un fluide en ecoulement - Google Patents

Procede et dispositif permettant d'utiliser la totalite de l'energie de pression gravitationnelle d'un fluide en ecoulement Download PDF

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Publication number
WO1997002430A1
WO1997002430A1 PCT/JP1996/001829 JP9601829W WO9702430A1 WO 1997002430 A1 WO1997002430 A1 WO 1997002430A1 JP 9601829 W JP9601829 W JP 9601829W WO 9702430 A1 WO9702430 A1 WO 9702430A1
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WO
WIPO (PCT)
Prior art keywords
pressure
energy
pressure pipe
gravity
total
Prior art date
Application number
PCT/JP1996/001829
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English (en)
Japanese (ja)
Inventor
Toshitaka Yasuda
Original Assignee
Toshitaka Yasuda
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
Priority claimed from JP7201256A external-priority patent/JPH0874729A/ja
Application filed by Toshitaka Yasuda filed Critical Toshitaka Yasuda
Priority to AU62438/96A priority Critical patent/AU6243896A/en
Publication of WO1997002430A1 publication Critical patent/WO1997002430A1/fr

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Classifications

    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03B—MACHINES OR ENGINES FOR LIQUIDS
    • F03B13/00—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates
    • F03B13/10—Submerged units incorporating electric generators or motors
    • F03B13/105—Bulb groups
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03B—MACHINES OR ENGINES FOR LIQUIDS
    • F03B17/00—Other machines or engines
    • F03B17/06—Other machines or engines using liquid flow with predominantly kinetic energy conversion, e.g. of swinging-flap type, "run-of-river", "ultra-low head"
    • F03B17/061—Other machines or engines using liquid flow with predominantly kinetic energy conversion, e.g. of swinging-flap type, "run-of-river", "ultra-low head" with rotation axis substantially in flow direction
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03D—WIND MOTORS
    • F03D1/00—Wind motors with rotation axis substantially parallel to the air flow entering the rotor 
    • F03D1/04—Wind motors with rotation axis substantially parallel to the air flow entering the rotor  having stationary wind-guiding means, e.g. with shrouds or channels
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F05—INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
    • F05B—INDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
    • F05B2240/00—Components
    • F05B2240/10—Stators
    • F05B2240/13—Stators to collect or cause flow towards or away from turbines
    • F05B2240/133—Stators to collect or cause flow towards or away from turbines with a convergent-divergent guiding structure, e.g. a Venturi conduit
    • Y—GENERAL 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/20—Hydro energy
    • Y—GENERAL 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/70—Wind energy
    • Y02E10/72—Wind turbines with rotation axis in wind direction

Definitions

  • the inventor deviates from Newton's law of motion and the conventional fluid dynamics by moving the fluid in a flowing fluid under atmospheric pressure such as water flow or wind.
  • a flowing fluid under atmospheric pressure such as water flow or wind.
  • the energy source of the flowing fluid under atmospheric pressure such as water flow and wind
  • the generation, supply and action mechanism of the A new fluid motion law has been obtained for the natural permanent motion mechanism that exists in flowing fluids under atmospheric pressure.
  • the motion law of this new fluid is based on the three-dimensional total gravity P GH acting in the three-dimensional direction, which is the work of gravity distributed at each position in the fluid and constantly acting at each position, It is a law of motion of a fluid that co-exists with a one-dimensional force that is distributed and acts in the flow direction, and has no reaction to the flow of the fluid.
  • New fluid law of motion :
  • the type of energy source is one of the factors that determine the direction of action of the force or energy generated in the fluid.
  • the gravitational total pressure P GH which is the work of gravity acting vertically downwards distributed throughout the flowing fluid, is a three-dimensional force.
  • the pressure and kinetic energy artificially supplied into the pressure tube installed in the flowing fluid under atmospheric pressure are one-dimensional forces.
  • the energy source supply mechanism is one factor that determines the direction of action of the force and energy generated in the fluid.
  • the supply direction of force or energy is determined by the action direction dimension.
  • a one-dimensional force can be supplied only to the direction of action of a flowing fluid in a pressure pipe installed in a flowing fluid under atmospheric pressure. Therefore, the force acting in the direction of the flow can be supplied to the working position of the flowing fluid in the pressure pipe from the inlet side, but cannot be supplied to the working position retroactively from the outlet side.
  • the gravitational static pressure P GHS of a flowing fluid under atmospheric pressure such as a water flow or wind acts in a three-dimensional direction, it can be supplied to the flowing fluid in the pressure pipe from both the inlet and the outlet. Can create a state.
  • the empirical rule that energy does not go back is the second rule of thermodynamics.
  • the total gravity pressure PGH which is the work of gravity acting vertically downward and distributed throughout the flowing fluid, acts in a three-dimensional direction
  • the total gravity energy E GH gravity total pressure PCHX Pressure energy for a given flow rate Share the source.
  • the flow direction component PG ,, D of the total gravity which is the work performed by the gravity in the water flow having the gradient, the total pressure gradient PGHD which is the gradient of the atmospheric pressure which is the work performed by the gravity, PGHD under the atmospheric pressure Pressure, artificially supplied kinetic energy, etc. are artificially supplied to the pipes installed in the flowing fluid, and are distributed at each position in the flowing fluid.
  • the gravitational total pressure energy EG ,, the total gravity pressure P C HX by maintaining the predetermined flow rate of the fluid at a predetermined flow rate by stabilizing the moving state of the flow fluid of the predetermined flow rate without resistance, reaction or attenuation. to share the load.
  • the entropy calculation is performed separately for each action, in the case of a fluid flowing in a pressure pipe, the force acting on the one-dimensional direction will increase, but the gravity force E GI will increase.
  • the peak of the inlet is constant, and the gravitational total pressure energy EGH in the pressure pipe can be reversibly changed without changing upstream and downstream.
  • the reason for denying the permanent motion of the event-port Pi-increase rule which is an empirical rule that there is no reversible change that does not cause a change in the surroundings, cannot be applied to fluids.
  • the entropy is constant in the part of the natural fluid under atmospheric pressure, which flows as a steady flow, since the moving state of the fluid is stable with no resistance, no reaction or attenuation. Harm of value.
  • E GH gravity static pressure energy E CHS + gravity dynamic pressure energy E GHV is generated.
  • This coexistence fusion action is based on the fact that two or more forces and energies that coexist at one point and have different action direction dimensions share the action according to the difference in the action direction dimension under the condition that coexistence is a necessary condition, and fuse the shared actions to achieve a common effect. It is to do the maximum work, and in this case, even if any force or energy is excessive, the excess will remain in the form as it is without coexisting fusion action because there is no partner.
  • an energy source for flowing a fluid at a predetermined flow rate is distributed along the flow, and the upstream coexisting fusion action and the downstream Since there is a compound coexistence fusion effect between the turbine and the wind turbine, the compound coexistence fusion effect first occurs when the water turbine or windmill consumes the kinetic energy of the flowing fluid. There is a natural permanent motion mechanism in which the flowing fluid is washed away, and then the flowing fluid for driving the water turbine or windmill flows into the trace where the water has been washed away to obtain the driving kinetic energy of the water turbine or windmill.
  • a pressure pipe provided with a sleeved water turbine or a windmill of the same type at the center is installed substantially horizontally, and the cross-sectional area of the pressure pipe is measured from both the inlet and the outlet.
  • Gravitational total pressure energy EGlapse An artificial permanent motion mechanism based on energy is formed, and the artificial permanent motion mechanism formed inside the pressure pipe according to the fourth law of a new fluid and the natural permanent motion mechanism outside the pressure pipe are combined and coexisted and fused,
  • the gravitational total pressure generated downstream of the water turbine or wind turbine Energy EGH is converted into kinetic energy to maintain the flow rate
  • natural gravity total pressure energy E G ⁇ existing upstream of the water turbine or wind turbine is converted into kinetic energy to drive the water turbine or wind turbine.
  • the present invention relates to the third type of perpetual exercise in which the required artificial energy is supplied by the output of a water turbine or a windmill, that is, the third type of perpetual exercise of the present invention was not understood by human beings and could not be used.
  • This medium has a cosmic background radiation of 2.7 ° K measured in the 1960s, has existed statically throughout the universe before the Big Bang, and has a common configuration for all atoms. It is a part of the element, which collects and generates multiple big bangs to form various atoms, and as described above, exists in space even before the big bang, but on earth, the earth's rotation and It moves along with the orbit, has a very small size and mass, and penetrates into all solid, liquid, and gas atoms due to the above-mentioned pressure and is usually neutral, so it is difficult to separate and detect it.
  • this medium propagates the motion of electrons in matter as longitudinal waves of light.
  • Room-temperature substances do not emit light because the thermal motion of electrons is weak, but when room-temperature substances are irradiated with light, which is the longitudinal wave of this medium, the electrons of the room-temperature substances vibrate due to the longitudinal waves of the medium, and this vibration is generated by the substance.
  • the light having the following color propagates as a longitudinal wave of the medium. If a medium is present, various polarization phenomena can be described as phenomena represented by longitudinal waves having electromagnetic wave properties, but not phenomena represented by shear waves.
  • this medium propagates the motion of the electrons of the substance in which the current is flowing as longitudinal waves of the radio waves, causing the same motion of the electrons as the propagation source in the conductor existing at the propagation destination .
  • this longitudinal wave is measured in a direction perpendicular to the current direction, an electric field is detected, and a magnetic field is detected in a direction 90 ° behind the electric field.
  • the radio wave is composed of two transverse waves that differ in direction by 90 ° along the direction of the current, but in reality the longitudinal wave is perpendicular to the direction of the current. The longitudinal wave is more in agreement with the measurement results of the electric field and the magnetic field.
  • this medium has at least two constituent particles that are polarized as described above, distorted in arrangement as described below, and propagate universal gravitational force, and these constituent particles are polarized and rotated in a magnetic field and magnetized. Propagating magnetism can explain the static magnetic field.
  • this medium propagates as a strain the universal gravitational force due to at least two constituent particles inside the particles of this medium being biased corresponding to the mass of the object.
  • the conventional theory of relativity shows only a part of the actual situation on the assumption that there is no medium. Therefore, there is no problem in discussing only a part of the actual situation, but it shows only one aspect of the natural world and some aspects are overlooked.
  • the theory of relativity is valid for the motion of an object due to universal gravitational force acting through a medium, but is not harmful for the motion of an object due to artificial energy unrelated to the medium.
  • phenomena such as light, radiant heat, radio waves, static electric field, static magnetic field, and universal gravitational force are composed of a common medium and can exist in duplicate.
  • the permanent movement on the earth includes a natural permanent movement mechanism that maintains the predetermined momentum of the object by making the resistance to the predetermined momentum of the permanently moving object zero. Harm that exists.
  • the water flow causes the water flow on the downstream side of the turbine to flow off as described above, and the water flow on the upstream side of the water turbine flows into the trace of this flow, and the kinetic energy generated at that time It has a natural permanent motion mechanism to drive the water wheel.
  • the natural permanent motion mechanism of the water flow described above is described by the new law of motion of the fluid.At each position of the water flow under atmospheric pressure, the gravity total pressure P ct acting in the three-dimensional direction, which is the work of gravity, P GH is the flow direction component of the total pressure of gravity, which is the task of gravity.
  • the wind flows downstream of the windmill as described above. It has a natural permanent motion mechanism that drives the windmill with the kinetic energy generated by letting the wind on the upstream side of the windmill flow into the trace that has flowed away.
  • the type 3 permanent movement of the present invention includes a basic type and an advanced type.
  • the basic type of the third type of permanent motion of the present invention is to convert the gravity total pressure energy E GH of the flowing fluid into kinetic energy by combining a naturally existing natural permanent motion mechanism and an artificially configured artificial permanent motion mechanism. Is used.
  • the advanced type of the third kind of permanent movement of the present invention is that the basic type is a combination of a natural permanent movement mechanism and an artificial permanent movement mechanism, whereas two artificial permanent movement mechanisms that are artificially configured are combined.
  • the gravitational total pressure energy E GH of the flowing fluid is converted into kinetic energy for use.
  • the third kind of permanent motion of the present invention is configured based on the first to fifth laws of the new fluid motion law described in the technical field.
  • relatively small anthropogenic energy coexists with the total gravity PGH which is a large natural energy source. It can be used.
  • the reason for denying permanent motion by the conventional energy conservation law which is an empirical rule that large artificial energy cannot be obtained, is that the third type of permanent motion of the present invention that uses the new fluid motion law. Become irrelevant.
  • the third kind of permanent motion of the present invention is based on the first to fifth laws of the new fluid motion law described in the technical field. Be composed. Then, in this case, based on the first law, artificial energy is supplied from the upstream side to the operation position by combining the mutual positional relationship between the supply position of the artificial energy and the operation position and the dimension of the operation direction of the artificial energy. However, the same result is obtained as the energy is traced from the downstream side to the action position.
  • the reason for the permanent rule of the second law of thermodynamics which is an empirical rule that energy does not trace back, is that the new fluid law of motion It becomes irrelevant to the type 3 permanent movement of the invention used.
  • the third kind of permanent motion of the present invention is based on the first to fifth laws of the new fluid motion law described in the technical field. It is composed. Then, in this case, based on the second law, the calculation of entropy is performed for each action sharing of force and energy.
  • the flow direction component PGHU of the total gravity and the total gravity gradient PG, ID And the artificial energy to be supplied, the effect of making the resistance to the predetermined flow rate zero is shared, so that a calculation result in which the entropy increases is obtained, but in the superconducting state where the resistance is maintained at zero, that is, With regard to the total gravity energy E GH acting without any resistance, reaction or damping, since the entropy calculation result is a constant value, there is no other reversible change that leaves no other change. The reason for the denial of the permanent motion due to the P-increasing law becomes irrelevant to the third kind of permanent motion of the present invention, which uses a new fluid motion law.
  • the inventor has experience in childhood games and playing with water, etc. (experience with action / reaction play, experience with sliding down on blocks, experience with water under atmospheric pressure flowing from the downstream side first, When learning mechanics and fluid mechanics at school, due to the lack of potential energy), the two-ton kinetic law has no explanation of the energy source or process and only shows the result.
  • the question is that the law is questionable, the second law of force and acceleration simply determines the unit of force, and the extension of the question of Bernoulli's equation of motion and the potential energy of the fluid. Then, if the correct theory of fluid motion is known, it is predicted that the gravitational total pressure energy EGH, which has not been used before, may be converted to kinetic energy and used.
  • Away or conventional fluid mechanics review the actual conditions of fluid flow finely experiments, to obtain a new fluid dynamics and motion law rule of new fluid below.
  • the coexisting fusion action coexists at one point
  • Two forces or energies with different action direction dimensions are required to coexist, and the actions are shared by the different action direction dimensions, and the shared actions are merged to perform the common maximum work.
  • the coexistence fusion action is a phenomenon based on two or more forces and energies that coexist at one point and have different action direction dimensions.
  • the common maximum work means the maximum common work of the upstream coexistence fusion operation and the downstream coexistence fusion operation in the composite coexistence fusion operation of the fourth law. And in this case, if there is an excess in each force or energy, the excess remains alone without coexisting fusion.
  • the flow of the fluid flows through the respective gravity total pressures P c, and the flow direction components P GH n or the respective gravity total pressures existing side by side at the points upstream and downstream of the points. It is maintained by the combined coexisting fusion action between each coexisting fusion action at each of the above points due to the gravity total pressure gradient P C ,, D.
  • each coexisting fusion action existing on the upstream side and the downstream side does not violate the area of the coexisting fusion action of the other party alone with each other, and the coexisting fusion action of the other party alone does not.
  • coexistence complexed coexist fused to the requirements and maintains a common maximum upper flow side and the downstream side flow rate and the gravity total pressure energy E CH.
  • the steady flow is a natural permanent motion in which the steady flow does not change due to the natural permanent motion mechanism even if kinetic energy is consumed.
  • a windmill When a windmill is installed in a wind under atmospheric pressure, first, the wind downstream of the windmill flows away due to the combined coexistence and fusion action. On the other hand, the wind on the upstream side of the wind turbine that flows into the trace where the wind has flowed away drives the wind turbine and consumes kinetic energy.However, the gravitational static pressure P CH corresponding to the consumed kinetic energy is changed to the total gravity pressure P ( ; H And the gravitational static pressure Pes and the gravitational total pressure gradient P GHD coexist, and the kinetic energy consumed by the wind recovers when the wind leaves the windmill.
  • the above is the fifth law's natural permanent motion mechanism, which consists of a combination of the third law's coexisting fusion action and the fourth law's composite coexistence fusion action.
  • This is a natural permanent motion in which the steady flow does not change due to the natural permanent motion mechanism even if energy is consumed.
  • microfluidic bed or microfluidic tube For the analysis of flowing fluid under atmospheric pressure, use a microfluidic bed or microfluidic tube according to the continuous equation: S (cross-sectional area) X V (velocity).
  • S cross-sectional area
  • X V velocity
  • the coexisting fusion action between the total gravity pressure PG, existing at the same position and the flow direction component P GHD of the total gravity pressure, or between the total gravity pressure P GH and the total gravity pressure gradient Pe and the upstream side
  • the microfluidic bed or the microfluidic tube is set and analyzed based on the hypothesis.
  • an axial flow turbine or a wind turbine 6 having the same shape as the axial flow turbine is provided in a central portion of a pressure pipe 1 provided in a flowing fluid under atmospheric pressure where a natural permanent motion mechanism exists.
  • the cross-sectional area of the front part is reduced while deflecting in a circumferential direction from both the inflow port 2 and the outflow port 3 toward the water turbine or the wind turbine 6, and the front energy supply is performed at a position where the cross-sectional area near the inflow port 2 is large.
  • Means 4 are provided, and a rear energy supply means 8 is provided at a position near the outlet 3 where the cross-sectional area is large. From the front energy supply means 4, the total gravity P ⁇ acts in the pressure pipe 1.
  • gravity dynamic pressure P G "V of the flowing fluid outlet 3 out near the pressure tube 1 Supplies and gravity dynamic replenishment pressure PG ,, va a person to, from said rear energy supply unit 8, the gravitational predetermined flow fluid the rear energy under the conditions the total pressure PGH acts on the pressure tube 1 Under the condition that the flow rate maintaining kinetic energy ⁇ ⁇ ⁇ , which is the kinetic energy when passing through the supply means 8, and the total gravity pressure PG, resistance striking off pressure differential P to cancel to zero all resistance generated when passing through the 1 to the rear energy supply means 8 or al the outlet 3,) 2 and when supplied to the pressure tube I Therefore, instead of replenishing energy by the natural permanent motion mechanism acting from the vertical direction of the flow, The energy is supplied by the artificial permanent motion mechanism formed in the pressure pipe 1 by the method described in 7. From the outlet 3 of the pressure pipe
  • the relationship between the upstream fluid and the downstream fluid at the outlet of the water turbine or wind turbine 6 is determined by the flow fluid under atmospheric pressure, such as water flow or wind, in which the complex coexistence and fusion action is established.
  • the condition is the same as the relationship between the upstream fluid and the downstream fluid, and the combined coexistence and fusion of the upstream fluid and the downstream fluid is established at the outlet of the water turbine or wind turbine 6 in the pressure pipe 1.
  • An artificial permanent movement mechanism is configured.
  • the artificial pressure energy supplied into the pressure pipe 1 is distributed as a static pressure having a gradient downstream from the supply position, and the flow rate of the flowing fluid in the pressure pipe reaches the flow rate at which the complex coexistence fusion is established. increased, the flow rate was maintained, the flow rate and gravity total pressure energy EG associated therewith of the flowing fluid in the co-fusion action of gravity total pressure P GH commensurate with resistance to flow composite coexistence fusion effect you satisfied, , And keep I do.
  • the artificial pressure energy remaining after securing the flow rate at which the complex coexistence fusion action is established can contribute to the increase in flow rate by coexistence fusion action because the total gravity P GH acting as the partner of the coexistence fusion action is lost. Instead, the remaining artificial pressure energy-remaining artificial pressure X is transmitted as a flow rate, and flows out as a loss into the flowing fluid under atmospheric pressure outside the pressure pipe 1. Because of this phenomenon, it is easy to control the flow of the flowing fluid in the pressure pipe 1 by supplying artificial pressure energy.
  • the resistance cancellation pressure difference Pm supplied from the front energy supply means 4 and the resistance cancellation pressure difference P P2 supplied from the rear energy supply means 8 are supplied as a static pressure with a gradient. Distributes downstream from the position and cancels the resistance to the specified flow rate to zero.
  • the resistance canceling pressure difference ⁇ ⁇ 1 that cancels the resistance between the outlet of the water turbine or windmill 6 and the rear energy supply means 8 cannot be supplied retroactively from the rear energy supply means 8 due to the dimension of the working direction. Therefore, it is necessary to supply the water from the front energy supply means 4 upstream of the water turbine or wind turbine 6.
  • the total gravity pressure P G the total gravity pressure P CH x (the flow rate generated by the supplied artificial kinetic energy) can be artificially supplied to the flowing fluid in the pressure pipe at the predetermined position where the artificial kinetic energy is supplied.
  • the cross-sectional area of the pressure pipe 1 increases from the outlet of the water turbine or the wind turbine 6 toward the outlet 3 of the pressure pipe 1, the artificial kinetic energy, As the position where the energy E f A is supplied is closer to the outflow ⁇ 3 and the cross-sectional area increases, the amount of pressure energy supplied by the total gravity P GH increases in proportion to the cross-sectional area. KA is small. This is made possible by the fact that the resistance canceling pressure difference ⁇ and the gravitational dynamic pressure supplementary pressure P GHVA are supplied from the upstream side in accordance with the action direction dimension.
  • the reason for denying permanent motion based on the energy conservation rule which is an empirical rule that an artificially generated energy cannot be obtained as large as described above, is the first reason of the present invention. Become irrelevant to the three kinds of permanent movement.
  • the hydraulic fluid of the predetermined flow rate in the water turbine or wind turbine 6 rotates the runner of the water turbine or wind turbine 6 by the work of the rotational kinetic energy, and , Flows out of the turbine or wind turbine 6 with the remainder of the resistance canceling pressure difference P D , and the gravitational dynamic pressure supplementary pressure P CIIVA, and is an energy system on the downstream side of the turbine or wind turbine 6 described in 6. above.
  • the total pressure P has a gradient between the inlet port 2 and the outlet port 3 of the pressure pipe 1 to maintain a predetermined flow rate at each position. Accordingly, the complex coexistence of the natural permanent motion mechanism of the flowing fluid under atmospheric pressure outside the pressure pipe 1 and the flowing fluid upstream and downstream of the outlet of the water turbine or windmill 6 inside the pressure pipe 1 Combined coexistence fusion with artificial permanent motion mechanism Holds, and the basic type of the third type of permanent motion is established, in which the flow rate and the total gravity energy EGH are maintained in all systems regardless of the load on the turbine or wind turbine 6. Note that, as in the case of the developed type 3 permanent motion described below shown in FIG. 3, instead of the natural permanent motion mechanism of the flowing fluid under atmospheric pressure outside the pressure pipe 1, a heavy total pressure P The same result can be obtained by using an artificial permanent motion mechanism artificially constructed in the opening 13 using GH . Disclosure of the invention
  • the basic type of the third kind of permanent motion of the present invention is to move the gravitational total pressure energy E CH of the flowing fluid by combining a naturally existing natural permanent motion mechanism and an artificially constructed artificial permanent motion mechanism. It is used by converting it into energy.
  • this natural eternal motion mechanism uses the motion energy of the flowing fluid consumed for driving a water turbine or a wind turbine installed in a fluid under atmospheric pressure such as a water flow or wind.
  • a water flow or wind installed in a fluid under atmospheric pressure such as a water flow or wind.
  • the flow can be supplemented from the vertical direction to the flow at a position away from the water turbine or the wind turbine, only the kinetic energy that the water flow or the wind naturally has can be used to drive the water turbine or the wind turbine.
  • the artificial permanent motion mechanism is installed in a pressure pipe installed in a flowing fluid under atmospheric pressure, such as a water flow or wind, where the natural permanent motion mechanism exists.
  • a water turbine or a windmill is provided, and small artificial energy is supplied to artificially configure the pressure pipe.
  • This artificial permanent motion mechanism reduces the cross-sectional area of the pressure tube from both the inlet and the outlet toward the water turbine or the wind turbine, so that the energy at the upstream side and the downstream side of the water turbine or the wind turbine is reduced.
  • the system is the ⁇ system and gravity is the energy source Gravitational total pressure energy E GH from both the inlet and outlet of the pressure tube
  • the water is supplied to the water turbine or the wind turbine in the forward and reverse directions of the flow, and is simultaneously converted into kinetic energy.
  • the converted large kinetic energy drives the water turbine or the wind turbine. Therefore, if the artificial permanent motion mechanism and the natural permanent motion mechanism are combined and coexisted and fused, a basic type of a third type of permanent motion that covers the small artificial energy with the output of the water turbine or the windmill is configured.
  • the basic type configuration of the present invention is to combine the naturally existing natural permanent motion mechanism and the artificial permanent motion mechanism composed artificially into a complex coexistence, and to convert the gravitational total pressure energy E c ⁇ of the flowing fluid into kinetic energy. Is used.
  • the basic type of the third kind of perpetual motion of the present invention is that the natural perpetual motion mechanism exists, 1) in the current of the tide, ocean current, river, waterway, etc., 2) in the wind, 3) in the water or in the water.
  • Moving object 4) Atmospheric moving object, 5) Utilizing head using a boring orifice shown in Fig. 6, or two water channels with a head drop shown in Fig. 7, 6) Artificial circulation channel shown in Fig. 8 Can be used with
  • the basic type of the device of the present invention is based on [4] of the background art section, (2) New fluid dynamics 2) 7).
  • a pressure pipe 1 equipped with a sleeved water turbine or a wind turbine 6 of the same shape is installed almost horizontally in a flowing fluid with a flow velocity V under atmospheric pressure, and the background art [IV] (2) 1.
  • a front guide vane 5 and a rear guide vane 7 are provided and the cross-sectional area of the pressure pipe 1 is set. From both the inlet 2 and the outlet 3 while deflecting in the circumferential direction toward the water turbine or the wind turbine 6, and A front energy supply means 4 is provided at a position where the cross-sectional area is large, and the vicinity of the outlet 3 is provided. 1 A rear energy supply means 8 is provided at a position where the cross-sectional area is large.
  • 9 is an inflow section
  • 9a is a front conical section for continuously changing the cross-sectional area
  • 10 is an outflow section
  • 10a is a rear circular section for continuously changing the cross-sectional area
  • 1 1 Is a generator connected to the water turbine or wind turbine 6.
  • the pressure tube 1 is provided with a mantle tube to make the outer shape cylindrical so as not to disturb the flow of the flowing fluid.
  • the water turbine or the wind turbine 6 may be of any type that can maintain a constant flow rate of the flowing fluid even when the load fluctuates, and is not limited to an axial flow turbine or a wind turbine of the same shape.
  • deflection in the sleeve direction may be added depending on the structure of the water turbine or wind turbine.
  • the position of the inlet 2 may be higher or lower than the position of the water turbine or the wind turbine 6.
  • the position of the outlet 3 is the same as or lower than the position of the water turbine or the wind turbine 6. In this case, the height difference is canceled out by the action of gravity on the fluid in the pressure pipe 1 at that portion.
  • the basic type of the method of the present invention is based on (1) the first law and (2) the second law of the new fluid motion law described in the section of the technical field from the front energy supply means 4. passing from the inlet port 2 to the rear energy supply unit 8 a predetermined flow rate of the flowing fluid at conditions where Eta [rho gravity total pressure at the location of the pressure tube 1 is act on the pressure pipe 1 the pressure pipe 1 Pressure difference P D 1 that cancels out all the resistances that occur when the pressure is reduced to zero, and the gravity dynamic pressure P c HV corresponding to the gravity dynamic pressure P c HV of the flowing fluid near the outlet 3 of the pressure pipe 1
  • the replenishing pressure ⁇ is supplied from the rear energy supply means 8 and the fluid having the predetermined flow rate is supplied under the condition that the total gravity pressure PUII at the position of the pressure pipe 1 is acting in the pressure pipe 1.
  • Flow maintenance kinetic energy which is the kinetic energy of the flow maintenance flow velocity when passing through the rear energy supply means 8
  • gravity total pressure Pc said rear energy supply unit a predetermined flow rate of the flowing fluid at conditions acting the pressure pipe 1 to the pressure tube 1 at the location of the pressure tube 1 8 supplies the resistor cancel the pressure difference P 02 to cancel all of the resistance to zero which occurs when passing through to the outlet 3 from.
  • the remainder of the resistance canceling pressure difference ⁇ , acting on the downstream side of the water turbine or wind turbine 6 and the gravitational dynamic pressure supplementary pressure P G Face VA are supplied from the upstream side of the water turbine or wind turbine 6.
  • the energy system of the flowing fluid in the pressure pipe 1 is changed to the outlet of the water turbine or windmill 6 based on (2) of the new fluid dynamics 2) of the background art.
  • Flow in the pressure pipe 1 based on (2) in (2) New hydrodynamics in [W] in the background art section By maintaining the flow rate of the fluid at a predetermined flow rate irrespective of the load of the turbine or the wind turbine 6, the total gravity energy of the pressure in the pressure pipe 1 upstream of the outlet of the turbine or the wind turbine 6 and the turbine Alternatively, the total gravity energy E G ⁇ in the pressure tube 1 downstream of the exit of the wind turbine 6 is combined and coexisted and fused to form an artificial permanent motion mechanism The basic conditions necessary for are established.
  • the configuration of the energy system in this state is composed of the first system gravity total pressure energy E GH existing in the natural world of the fluid flowing outside the inlet 2 of the hydraulic pipe 1 and the first natural environment gravity total pressure of the second system constituting artificially flow is entering between the outlet of the inflow port 2 and waterwheel or windmill 6 hydraulic pipes 1 combined gravitational total pressure energy E CH strains in the acting direction dimension It generated by supplying the energy E CH, the necessary mosquito Ya Eneru formic based on the first law and the second law of motion law of the new fluid described in the column of art, the third described later found in nature Gravity total pressure energy E GH of the fourth system, which constitutes the same state as when the system's gravity total pressure energy E GH is traced out of the hydraulic pipe 1 to the outlet of the water turbine or wind turbine 6 and the outlet of the hydraulic pipe 1 (3) Gravity total pressure energy of the third system existing in the nature of the outside flowing fluid It is composed of Gi EGH .
  • the total flow rate and the gravity total pressure energy E CH can be controlled by resistance or reaction regardless of the load on the turbine or wind turbine 6.
  • the following types of the third, fourth, second, and first systems are used. It will be described in order.
  • the pressure from the front energy supply means 4 Under the condition that the total gravity PGH at the position of the pipe 1 is acting in the pressure pipe 1, when a predetermined flow rate of the flowing fluid passes through the pressure pipe 1 from the inlet 2 to the rear energy supply means 8. Supply a pressure difference P D1 that cancels out all generated resistance to 0, and a gravitational dynamic pressure supplement pressure PGHVA equivalent to the gravitational dynamic pressure p GHV of the flowing fluid near the outlet 3 of the pressure pipe 1. are doing.
  • the applied pressure energy is small in proportion to the cross-sectional area, a large kinetic energy is necessary.
  • the flow rate maintaining kinetic energy E is obtained at a position where the cross-sectional area near the outlet 3 is large.
  • KA a small amount of kinetic energy can be supplied because the pressure energy supplied from the gravity total pressure P GH at that position is large in proportion to the sectional area.
  • the flow rate maintaining kinetic energy E KA causes the rear energy supply means 8 to generate the fourth system gravity total pressure energy E GH with a predetermined flow rate of the flowing fluid. Since the cross-sectional area of the pressure pipe 1 is reduced while deflecting in the circumferential direction from the outlet 3 toward the water turbine or the wind turbine 6, the total gravity of the fourth system accompanied by the generated fluid of the predetermined flow rate is generated. energy Ecu is Ri runup while converting the kinetic energy in the exit of the water turbine or wind turbine 6, it is reduced and the static pressure was accelerated to a waterwheel or windmill driving velocity V T.
  • the total gravity energy E GH of the fourth system drives the water turbine or the wind turbine 6 to reduce the static pressure, and the second system flowing fluid present in the exit of the navy or the wind turbine 6 with the static pressure reduced.
  • the water flows out of the outlet of the water turbine or the wind turbine 6 without resistance, reaction or attenuation.
  • (2) in (2) New fluid dynamics 2) of the background art [IV] the flowing fluid flows out, and the rest of the resistance canceling pressure difference P D 1 and the gravitational dynamic pressure supplementation With pressure P GHVA.
  • E GH is by the combined coexistence fusion action of gravity total pressure energy E CH of the fourth line, while the flow rate is converted into kinetic energy to reduce the increase Hayashi hydrostatic until waterwheel or wind turbine drive velocity V T waterwheel or reaches the wind turbine 6, waterwheel or inlet with water wheel or wind turbine drive velocity V T flows into the deflection direction of the from the wind turbine 6, the water wheel or wind turbine waterwheel or by circumferential component of the wind turbine drive velocity V T rotates 6 runners, the remaining amount and the gravitational dynamic pressure of the water turbine or wind turbine drive velocity V T sleeves direction component the while lowering the static pressure from the outlet of the waterwheel or windmill 6 by resistance cancellation tooth differential pressure P D1 place with the replenishment pressure ⁇ ,, ⁇ To flow out the amount of flowing fluid from the inlet of the resistance or reaction or damping without waterwheel or windmill 6.
  • the complex coexistence and fusion action with the natural permanent motion mechanism based on the complex coexistence and fusion action of the system total gravity energy E G ⁇ constitutes the third type of permanent motion of the present invention.
  • Turbine output capacity (kW) (SXV) X ⁇ gx (10.3 3 + H) ⁇ X Turbine efficiency-[(SXV) X ⁇ (resistance canceling pressure difference ⁇ [,) + (Replacement pressure of gravity pressure) P GH VA) ⁇ + Flow maintenance kinetic energy E PA ] + Power efficiency of artificial energy.
  • Wind turbine output capacity (kW) (S x V) ⁇ g 10 .3 3 ⁇ X gravity total pressure energy E GH utilization X wind turbine efficiency— [(SXV) X ⁇ (resistance cancellation pressure difference P vinegar)
  • variable speed gears for load fluctuations or
  • the amount of artificial energy to be supplied is increased or decreased to adjust the flow rate of the fluid flowing in the pressure pipe 1 and to adjust the output so that the rotation speed of the generator 11 driven by the water turbine or wind turbine 6 is kept constant.
  • the structure of the front guide vane section 5 and the rear guide vane section 7 and the deflection angle of the guide vane in the circumferential direction are adjusted.
  • the structure of the generator 11 driven by the water turbine or the wind turbine 6 is controlled by increasing or decreasing the deflection angle in accordance with the increase or decrease of the flow velocity, keeping the inflow speed to the water turbine or the wind turbine 6 constant. Keep the speed constant.
  • the above control is necessary when the flow velocity of the flowing fluid decreases.
  • the flow velocity of the flowing fluid increases, if the supplied artificial energy is maintained at the reference value, the flow rate flowing into the pressure pipe 1 is maintained at the predetermined flow rate, so that there is no problem.
  • the advanced type of the third kind of permanent movement of the present invention is that the basic type is a combination of a natural permanent movement mechanism and an artificial permanent movement mechanism, whereas two artificial permanent movement mechanisms that are artificially configured are combined.
  • the gravitational total pressure energy E GH of the flowing fluid is converted into kinetic energy for use.
  • the configuration of the developed type of the present invention is, for example, in the apparatus shown in FIG. 3, 1 is a pressure pipe having the same structure as the basic type pressure pipe 1 shown in FIG.
  • One artificial permanent motion mechanism is constructed according to the above, and instead of the natural permanent motion machine existing in the flowing fluid under atmospheric pressure such as water flow and wind in the case of the basic type, the openings 13 and 13 and the circulating pressure
  • a small artificial energy is supplied to the flowing fluid flowing through the pipe 12a according to the conditions indicated by the new law of fluid motion, and an artificial permanent motion mechanism that stabilizes the flow without artificial resistance, reaction, or attenuation is configured.
  • the configured artificial permanent movement mechanism is configured to combine and coexist with the one artificial permanent movement mechanism configured in the pressure tube 1.
  • both of the two permanent motion mechanisms to be used are artificial permanent motion mechanisms, it can be set anywhere where gravity acts. It can be used in place of almost all energy sources such as water turbines, wind turbines, internal combustion engines, and external combustion engines.
  • a developed type of the apparatus of the present invention circulates between the inflow port 2 and the outflow port 3 of the pressure pipe 1 having the same structure as the basic type pressure pipe 1 shown in FIG. 1 2a, open upward to the atmospheric pressure at two points, the inlet 2 and the outlet 3, and apply the gravitational total pressure P c H including the atmospheric pressure to the circulating pressure pipe 1 2
  • Apertures 13 and 13 are provided to receive the entire width of a, that is, the entire width of the flowing fluid to form a closed circulating pressure pipe 12 with openings, and external energy is supplied into the circulating pressure pipe 12a.
  • Means 14 are provided.
  • Separators 15 and 15 are provided at the curved portion of the circulation pressure pipe 12a so as not to bias the flow rate.
  • the openings 13 and 13 are connected to the gravitational total pressure P CH using gravity as an energy source, within the circulation pressure pipe 12 a and within the population 2 and the outlet 3 of the basic type pressure pipe 1 described above. Therefore, the position and the number of the openings 13 are not limited to the positions and the numbers in FIG. 3, and may be changed or integrated into one place.
  • the function of the external energy supply means 14 is added to the front energy supply means 4 of the basic type pressure pipe 1 (see FIG. 1). Also, the installation position may be moved into the circulation pressure pipe 12a. Further, in FIG. 3, the pressure pipe 1 is horizontal, but may be inclined as described in the section of the basic type based on FIG. In FIG. 3, the pressure pipe 1 and the circulation pressure pipe 12a may be upside down. In addition, the circulation surface of the circulation pressure pipe 12a is not limited to vertical, but may be inclined or horizontal.
  • the openings 13 and 13 and the circulating pressure pipe 12 for a predetermined flow rate of the flowing fluid are provided by the external energy supply means 14.
  • External resistance canceling pressure difference P no that cancels the resistance with the part a to zero and maintain the predetermined flow rate of the flowing fluid passing through the opening 1 3.13 and the circulating pressure pipe 1 2a Maintaining the external flow rate Kinetic energy E FA .
  • the fluid having the predetermined flow rate passing through the openings 13 and 13 has the same gravitational total pressure energy E G
  • Salt-gravity static pressure energy E (; ,, s + gravitational dynamic pressure energy E Guv, and the total gravity P CH acting on the entire width of the openings 13, 13 is passed through the circulation pressure pipe 12 a and the pressure pipe. 1 can act on the inlet 2 and the outlet 3.
  • the total gravity force E GH of the flow fluid having a predetermined flow rate passing through the openings 13 and 13 is the same as the total gravity force E GH of the flow fluid having a predetermined flow rate and a steady flow under the atmospheric pressure.
  • the total gravity energy E CH of the flowing fluid in the pressure pipe 1 shown in FIG. 3 is changed to the total weight energy Ec ,, of the flowing fluid passing through the openings 13, 13. Complex coexistence and fusion can be achieved, and it can constitute an evolved type of type 3 permanent movement.
  • the opening 13 may be divided into two parts or one part, and the opening 13, 13 or the opening 13 may be a force that uses gravity as an energy source. It is only required that the total pressure P CH can be applied to the inside of the circulating pressure pipe 12 a and the inside of the inlet 2 and the outlet ⁇ 3 of the pressure pipe 1 shown in FIG.
  • the external resistance canceling pressure difference ⁇ ,, ⁇ and the external flow rate maintaining kinetic energy E are controlled by the external energy supply means 14. May be supplied to the fluid flowing in the opening 13 and the circulating pressure pipe 12a.
  • the external energy supply means 14 may be omitted, and the basic type pressure pipe 1 may be supplied to the inlet 2 side. Due to a certain front energy supply means 4 (see FIG.
  • the external resistance canceling pressure difference P D is obtained .
  • the external flow Mass maintenance kinetic energy E FA May be supplied to the fluid flowing in the opening 13 and the circulating pressure pipe i 2 a, and the installation position may be moved to the circulating pressure pipe 12 a.
  • the openings 13 are provided at two locations, the external resistance canceling pressure difference P DO and the external flow rate maintaining kinetic energy E FA are used . It is difficult to adjust the flow rate in the circulating pressure pipe 12a to the flow rate in the pressure pipe 1 by adjusting the flow rate in the circulating pressure pipe 12a.
  • the external resistance canceling pressure difference ⁇ and the external flow rate maintaining kinetic energy E f A is used.
  • the external resistance canceling pressure difference P D0 and the external flow rate maintaining kinetic energy E FA are produced by the combined coexistence and fusion action.
  • the excess is consumed as a loss in the openings 13 and 13 or the opening 13, but adjustment is easy.
  • the flowing fluid is water and there are two openings 13, as shown by the two-dot dashed line in Fig. 3, a bypass is opened between the openings 13 and 13 to atmospheric pressure. And bypass the excess.
  • the whole apparatus may be installed in water.
  • the opening 13 is integrated at one location on the inlet 2 side, and the front energy supply means 4, the rear energy supply means 8, and the external energy supply means 14 are installed.
  • the simplest and most convenient configuration is the case where the rear energy supply means 8 is provided, the external energy supply means i4 is omitted, and the function is shared by the rear energy supply means 8.
  • the total gravity energy E GH of the fourth system from the outlet of the water turbine or wind turbine 6 to the outlet 3 of the pressure pipe 1, and the outflow of the pressure pipe 1 ⁇ 3 to the circulation pressure pipe 1 2 a of gravity total pressure energy E GH of the three systems to the inlet, from the inlet of the circulation pressure pipe 1 2 a first to an outlet of the waterwheel or windmill 6, the second system gravity and total pressure energy E GH Since the compound coexistence and fusion action is established between the external resistance canceling pressure difference ⁇ ,, ⁇ and the external flow maintaining kinetic energy E FA .
  • Turbine output capacity (kW) (SXV) ⁇ g X (10.34-H) ⁇ x turbine efficiency-[(SXV) x ⁇ (resistance canceling pressure difference ⁇ , + resistance canceling pressure difference P.2 ) + (gravitational dynamic replenishment pressure P CHVA) + (external resistor cancel the pressure difference P u.) ⁇ + ⁇ (flow amount maintained kinetic energy E lambda) + (external flow maintained kinetic energy ⁇ ⁇ .) ⁇ ] + human Energy efficiency
  • Wind turbine output capacity (kW) (SXV) X ⁇ g X 10 0.3 3 ⁇ X gravity total pressure energy ⁇ ( : ⁇ utilization rate X wind turbine efficiency [[SXV) X ⁇ (resistance canceling pressure difference ⁇ , ⁇ + Resistance canceling pressure difference ⁇ ⁇ ) 2 ) + (Gravity dynamic pressure supplementary pressure ⁇ (; ⁇ ,, ⁇ ) + (External resistance canceling Pressure difference P D. ⁇ + ⁇ (Flow maintaining kinetic energy E FA ) + (External flow maintaining kinetic energy E FA ) ⁇ ] ⁇ Power efficiency of artificial energy
  • FIG. 1 is a side sectional view showing an example of the basic type of water of the present invention.
  • Figure 2 shows the distribution of the total gravity pressure PGêt, the gravitational static pressure P CHS , the gravity dynamic pressure P CHV , the resistance cancellation pressure difference P DI , and the resistance cancellation pressure difference P D2 for the water of the basic type according to the present invention.
  • FIG. 1 shows the distribution of the total gravity pressure PGêt, the gravitational static pressure P CHS , the gravity dynamic pressure P CHV , the resistance cancellation pressure difference P DI , and the resistance cancellation pressure difference P D2 for the water of the basic type according to the present invention.
  • FIG. 3 is a side sectional view showing an example of the case of the developed air of the present invention.
  • Fig. 4 shows the total gravity P G ,,, the gravitational static pressure PGHS, the gravitational dynamic pressure P CHV , the resistance cancellation pressure difference P »i, and the resistance cancellation pressure difference» ⁇ 2 in the case of the developed air of the present invention. It is a figure showing distribution.
  • FIG. 5 is a diagram showing the operation of the coexisting fusion action that constitutes the natural permanent motion mechanism of a flowing fluid under atmospheric pressure.
  • FIG. 6 is a schematic diagram when a basic type of the device of the present invention is installed in an orifice by digging.
  • FIG. 7 is a schematic diagram when the basic type of the device of the present invention is installed over two waterways.
  • Fig. 6 is a schematic diagram when the basic type of the device of the present invention is installed in an artificial circulation channel. A, best mode for carrying out the invention
  • the method and device for using the gravitational total pressure energy of the flowing fluid of the present invention are the same as in the case of water or air.
  • Each of the evolved types will be explained one by one, and finally a special form will be added.
  • This embodiment is used in a tidal current, a river, a waterway, or the like, by hanging it from a position at a position where the flow is fast below the water surface.
  • it can be used by being attached to a surface ship or underwater ship, and installed on the bottom of the water to use the water depth.
  • a large output can be obtained when mounted on an underwater ship.
  • the structure of the pressure pipe 1 is such that an axial flow turbine 6 is provided at the center, and the cross-sectional area of the pressure pipe 1 is changed from both the inlet 2 and the outlet 3 to the flow section 9 and the front guide.
  • the shrinkage is performed while being deflected in the circumferential direction toward the water turbine 6 by the groove 5, the outlet 10, and the rear guide 7.
  • the front guide vane section 5 and the rear guide vane section 7 have a mechanism capable of adjusting the deflection angle of each guide vane.
  • a front energy supply means 4 is provided at a position having a large cross-sectional area near the inlet 2, that is, in the present embodiment, between the inlet 9 and the front guide vane 5.
  • the rear energy supply means 8 is provided between the outflow portion 10 and the rear guide vane portion 7.
  • 9a is a front conical part for forming a cylindrical passage and continuously changing the cross-sectional area
  • 10a is a rear conical part for forming a cylindrical passage and continuously changing the cross-sectional area
  • a mantle tube is attached to the pressure tube 1 so that the water flow is not disturbed, and the external shape is made cylindrical.
  • the front guide vane 5 and the rear guide vane 7 are shown as cylinders. Therefore, one or both of the inner and outer surfaces can be conical to increase the reduction ratio. Further, when the inflow portion 9 and the outflow portion 10 are provided, the effect of stabilizing the operation of the front energy supply means 4 and the rear energy supply means 8 can be obtained when the flow velocity V of the water flow has a pulsation. . However, in order to increase the output efficiency, the smaller the reduction ratio of the inflow section 9 and the outflow section 10 is, the better.
  • the reduction ratio is also 1 to 8.4, but the inflow side can be reduced at a short distance because the loss is small even if it decreases rapidly. So it will shrink over a long distance.
  • Reduction rate in front energy supply means 4 and rear energy supply means 8 Since the inflow section 9 and the outflow section 10 have the function of absorbing the fluctuation of the flow velocity V of the water flow, the stability and efficiency of the operation are improved. In order to achieve both, the reduction ratio at these positions is reduced to about 1/2.
  • the energy required for the resistance cancellation pressure difference P D1 is proportional to the maximum kinetic energy of the flowing fluid passing through the pressure pipe 1, that is, the kinetic energy of the turbine drive flow velocity VT, based on a conventional empirical formula.
  • the above values of the present embodiment can be made smaller.
  • Turbine output capacity (kW) (S x V) x (g x (10.33XH) ⁇
  • a developed type of the present invention is a method in which a flowing fluid having the same gravitational total pressure energy E ( ; H) as natural gravitational total pressure energy Ectl of a natural flowing fluid under atmospheric pressure such as a water flow or wind is artificially introduced into a circulating pressure pipe. It is used in place of natural fluid under atmospheric pressure, so it can be used anywhere, and almost all energy sources such as conventional water turbines, wind turbines, internal combustion engines, external combustion engines, etc. Can be used instead of
  • This embodiment is configured so that it can be installed in the hood of a car instead of the gasoline engine of the car.
  • circulation between the inlet 2 and the outlet 3 of a basic type pressure pipe 1 (see FIG. 1) provided with a wind turbine of the same type as the axial flow turbine constituting a part of the present embodiment.
  • a connection between the circulating pressure pipe 12a and the inlet 2 and a connection to the outflow Openings 13 and 13 are provided to receive the total pressure of gravity PGH over the entire width of the circulating pressure pipe 12a to form a closed circulating pressure pipe 12 with an opening, and an external part is provided inside the circulating pressure pipe 12a.
  • the energy supply means 14 is provided. Note that separators 15 and 15 are provided at the curved portion of the circulation pressure pipe 12a so as not to bias the flow rate.
  • the openings 13 and 13 are connected to supply the total gravity energy E ( ; H from the total gravity pressure f ⁇ ; H using gravity as an energy source.
  • the number and position of the openings 13 are determined as long as they can be received in the circulating pressure tube 12 a and the inlet 2 and the outlet 3 of the pressure tube 1. It is not limited to numbers and positions.
  • the bonnet of the car It is necessary to lengthen the bonnet of the car a little, but the one shown in Fig. 3 is constructed with a total length of 2 m, and six bonnets are arranged in parallel. If the total length is 2 m, the inside diameter of the circulating pressure pipe 12 a can be set to 0.15 m.
  • the wind turbine driving flow speed V T compressibility distribution air is set to 2 5 0 m / sec is about 7%.
  • the utilization of total gravity energy E CH is now about 37%.
  • the predetermined flow rate becomes 0. AAmSZsec.
  • a higher speed may be set.
  • the reduction rate is also 10: 1, but even if the inflow side is sharply reduced, the loss is small, so the reduction is short, and if the outflow side is sharply reduced, the loss is large, so it is long. Shrink by distance.
  • the wind turbine drive flow velocity V T is calculated by adding the total gravity P GH to the kinetic energy in the turbine. It is determined by conversion to gears , but for wind turbines, it is determined by the predetermined flow rate and the cross-sectional areas S FGT and S BGT.
  • Reduction ratio at front energy supply means 4 and rear energy supply means 8 To achieve both operational stability and efficiency, reduce the reduction rate at these positions to about 1 to 2 (Fig. 1 See).
  • the energy required for the resistance-cancelling pressure difference P D 1 is proportional to the maximum kinetic energy of the flowing fluid passing through the pressure pipe 1, that is, the kinetic energy of the wind turbine drive flow velocity ⁇ ⁇ , and therefore, the empirical formula conventionally used ,
  • a flow maintaining kinetic energy E A which is a kinetic energy of the flow maintaining flow velocity V K when a predetermined amount of flowing air passes through the rear energy supplying means 8 from the rear energy supplying means 8, and a flow of a predetermined flow rate air supply and a rear Nerugi supply means 8 outlet 3 to a pressure difference P 02 cancel out vanishing be resistance all resistance to 0 which occurs when passing from the pressure pipe 1.
  • the energy required for the resistance canceling pressure difference P D2 is proportional to the maximum kinetic energy of the flowing fluid passing through the pressure pipe 1, that is, the kinetic energy of the wind turbine drive flow velocity V T , so that the empirical formula conventionally used is as follows:
  • the flow through the openings 13 and 13 is The total gravity pressure energy E GH per unit time per unit flow of air becomes the same as the total gravity force E GH per unit time per unit time of flow under atmospheric pressure. That is, the circulating air passing through the openings 13 and 13 has the same gravitational total pressure energy E Gtl as the wind of 25 m / sec under the atmospheric pressure.
  • the pressure tube 1 of the basic type performs the same operation as the case of the basic type, the wind turbine in the pressure tube 1 is driven, and the output of the generator connected to the wind turbine drives the motor of the electric vehicle. Drives, and at the same time, supplies the artificial energy supplied to the front energy supply means 4 and the rear energy supply means 8 in the basic type pressure pipe 1 and the external energy supply means 14 in the circulation pressure pipe 12a.
  • a type 3 permanent operation of the present invention is realized.
  • the external resistance canceling pressure difference P DO and the external flow rate maintaining kinetic energy E PA It is difficult to adjust the flow rate in the circulating pressure pipe 12a to the flow rate in the pressure pipe 1 by adjusting the flow rate in the circulating pressure pipe 12a.
  • the above-mentioned external resistance canceling pressure difference PD occurs due to the complex coexistence and fusion action.
  • the external flow maintaining kinetic energy E FA The excess is lost as a loss in the openings 13, 13 or 13, but is easier to adjust.
  • the flowing fluid is water and there are two openings 13, as shown by the two-dot dashed line in FIG. 3, there is a gap between the openings 13 and 13 with respect to the atmospheric pressure. Provide a bypass.
  • the whole apparatus may be installed in water.
  • the power will be about 61 horsepower.
  • the openings 13 are provided at two places in order to make the relationship with the basic type easier to understand, but as described at the end of the disclosure of the invention,
  • the part 13 can be integrated at one place on the outlet 3 side of the pressure pipe 1, and the energy supply means on the upstream side of the wind turbine 6 can be integrated at one place.
  • the developed type in the case of using water is the same in principle, it can be easily implemented by referring to this embodiment and the above-described basic type embodiment in the case of water.
  • the flow rate of the flowing fluid from the outlet 3 of the pressure pipe 1 can be adjusted to the flow rate of the flowing fluid under the atmospheric pressure outside the outlet 3, it is stable. It can be used for special applications shown in Figs. The basic type and the advanced type have been developed from the examination of these special applications.
  • the basic type pressure pipe 1 can be used by installing it in the orifice 16 by passing through it.
  • H in FIG. 6 can be used as a part of the output of the front energy supply means 4 shown in FIG.
  • a basic type pressure pipe I can be installed and used across two water streams F 1, F 2 having a head H, between water surfaces.
  • H in FIG. 7 can be used as a part of the output of the front energy supply means 4 shown in FIG.
  • the basic type of the third kind of permanent movement of the present invention is based on the combined coexistence and fusion of the artificial permanent movement mechanism and the natural permanent movement mechanism, the natural permanent movement mechanism exists.
  • the evolved type of the third kind of perpetual motion of the present invention is based on the combined coexistence and fusion action of the artificial perpetual motion mechanism and the artificial perpetual motion mechanism, so that wherever there is the action of gravity, anywhere on the earth, It is used in place of almost all energy sources such as conventional water turbines, wind turbines, internal combustion engines, and external combustion engines, which can solve energy problems and make energy costs extremely low.
  • an advanced version of the invention is:

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Abstract

La présente invention concerne un procédé simple permettant d'utiliser la totalité de l'énergie de pression gravitationnelle d'un fluide en écoulement. Ce procédé consiste à prendre un conduit générateur de pression équipé intérieurement d'un dispositif d'entraînement par l'eau ou l'air et à le placer, soit dans un fluide s'écoulant sous pression atmosphérique, soit dans un objet se déplaçant dans un fluide sous pression atmosphérique, à réduire progressivement la section du conduit générateur de pression, tout en formant une déflexion périphérique, en direction du dispositif d'entraînement par l'eau ou l'air en partant des orifices d'entrée et de sortie. Le procédé consiste ensuite à fournir, en un point d'alimentation prédéterminé en aval du dispositif d'entraînement par l'eau ou l'air dans le conduit générateur de pression, un débit entretenant une énergie cinétique, laquelle énergie cinétique résulte de la vitesse d'écoulement produite lorsqu'un débit prédéterminé de fluide traverse le point d'alimentation, et qu'une différence de pression PD2 d'annulation de résistance annule la résistance totale générée par l'écoulement du débit prédéterminé circulant dans le conduit générateur de pression depuis le point d'alimentation vers l'orifice de sortie. Le procédé consiste enfin à fournir, en un point du conduit générateur de pression en amont de l'orifice du dispositif d'entraînement par l'eau ou l'air, d'une part une différence de pression PD1 d'annulation de résistance annulant une résistance totale générée par l'écoulement du débit prédéterminé circulant dans le conduit générateur de pression depuis l'orifice d'admission vers le point d'alimentation, et d'autre part une pression de compensation de la pression dynamique gravitationnelle qui corresponde à la pression dynamique gravitationnelle du fluide s'écoulant au voisinage de l'extérieur de l'orifice de sortie. On réalise de la sorte un mouvement perpétuel de troisième type.
PCT/JP1996/001829 1995-07-04 1996-06-28 Procede et dispositif permettant d'utiliser la totalite de l'energie de pression gravitationnelle d'un fluide en ecoulement WO1997002430A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU62438/96A AU6243896A (en) 1995-07-04 1996-06-28 Method and device for using the gravitational total pressure energy of a flowing fluid

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP7201256A JPH0874729A (ja) 1994-07-05 1995-07-04 流体の流れに作用する重力を運動エネルギに変換する方法とその装置
JP7/201256 1995-07-04

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Publication Number Publication Date
WO1997002430A1 true WO1997002430A1 (fr) 1997-01-23

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PCT/JP1996/000045 WO1997002429A1 (fr) 1995-07-04 1996-01-08 Procede et appareil d'utilisation de l'energie de pression totale de la gravite du fluide en ecoulement
PCT/JP1996/001829 WO1997002430A1 (fr) 1995-07-04 1996-06-28 Procede et dispositif permettant d'utiliser la totalite de l'energie de pression gravitationnelle d'un fluide en ecoulement

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PCT/JP1996/000045 WO1997002429A1 (fr) 1995-07-04 1996-01-08 Procede et appareil d'utilisation de l'energie de pression totale de la gravite du fluide en ecoulement

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Cited By (1)

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Publication number Priority date Publication date Assignee Title
JP2007016765A (ja) * 2005-06-07 2007-01-25 Shinko Electric Co Ltd 水力発電システム

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5152315B2 (ja) * 2010-12-17 2013-02-27 正治 内田 発電装置

Citations (5)

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Publication number Priority date Publication date Assignee Title
JPS6187983A (ja) * 1984-10-05 1986-05-06 Junji Uematsu 流水のエネルギ−利用装置
JPS63128272U (fr) * 1987-02-17 1988-08-22
JPH05126026A (ja) * 1991-08-14 1993-05-21 Toshitaka Yasuda 下流側流速を利用する小落差水力発電方法
JPH05141340A (ja) * 1991-07-10 1993-06-08 Toshitaka Yasuda 小流速大量流水中の水力発電方法
WO1994016215A1 (fr) * 1993-01-09 1994-07-21 Toshitaka Yasuda Procede de production d'energie hydraulique par jet d'eau

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Publication number Priority date Publication date Assignee Title
JPS6187983A (ja) * 1984-10-05 1986-05-06 Junji Uematsu 流水のエネルギ−利用装置
JPS63128272U (fr) * 1987-02-17 1988-08-22
JPH05141340A (ja) * 1991-07-10 1993-06-08 Toshitaka Yasuda 小流速大量流水中の水力発電方法
JPH05126026A (ja) * 1991-08-14 1993-05-21 Toshitaka Yasuda 下流側流速を利用する小落差水力発電方法
WO1994016215A1 (fr) * 1993-01-09 1994-07-21 Toshitaka Yasuda Procede de production d'energie hydraulique par jet d'eau

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007016765A (ja) * 2005-06-07 2007-01-25 Shinko Electric Co Ltd 水力発電システム

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WO1997002429A1 (fr) 1997-01-23
AU6243896A (en) 1997-02-05

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