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
  • 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
  • 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
  • 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 natural permanent motion mechanism based on the coexistence fusion action and the law of conservation of energy is based on natural phenomena in the atmosphere such as water current, wind, typhoon, tornado, or light, radiant heat, Widely present in radio waves, electric fields, magnetic fields, universal gravitational propagation mechanisms, and the like, and this natural permanent motion mechanism is a basic component of natural phenomena in the above two regions.
• Newton's law of motion only has the force associated with the mass moving in the one-dimensional direction, and there are no boundary conditions for the operating conditions of the force and energy.
• the existing natural law based on Newton's law of motion cannot handle the coexistence and fusion of the forces and energies that exist and act in a stationary state. could not be clarified.
• the present invention relates to the difference in the supply direction and the difference in the share of the action due to the difference in the acting direction of the force and the difference in the one-dimensional force in the fluid such as air and water in which the total gravity PGH exists.
• Generation of the total gravity energy E ⁇ by coexistence of the total gravity pressure PH in the three-dimensional direction and the total gravity force PH in the three-dimensional direction that exists and acts in the stationary state, and the wind and water flow do not reduce the flow rate (Without affecting the upstream and downstream sides) and the previously unknown laws of nature relating to the permanent motion of the natural world in the energy mechanisms that drive wind turbines and water turbines and the strong wind generation mechanisms of typhoons.
• the pressure tube and the structure of the wind turbine and the water turbine in the pressure tube are set as described in the claims, and necessary artificial energy is supplied to the wind turbine and the water turbine.
• the generated gravitational total pressure energy E C ⁇ in the downstream pressure pipe is converted into kinetic energy to maintain the flow rate in the pressure pipe, and the gravitational static pressure PGHS near the water turbine or wind turbine is reduced.
• the total pressure energy E GH is converted into kinetic energy by maintaining the flow rate and lowering the static pressure P n HS to drive the wind turbine or water turbine, and the artificial energy is generated by a part of the output of the wind turbine or water turbine.
• the natural winds and water currents Using gravity total pressure energy of the flowing fluid to achieve a third type perpetual motion that mimics the perpetual motion that drives and hydraulic turbine and is intended for that device. Background technology
• the inventor recognizes that the natural law of fluid mechanics based on Newton's law of motion states that in a water flow, the flow velocity is slightly below the water surface, and that the water flow and wind do not reduce the flow rate (Without affecting the upstream and downstream sides), such as a permanent motion energy mechanism that can drive water turbines and wind turbines, and a permanent motion strong wind generation mechanism for typhoons and tornadoes. There is a deficiency that natural phenomena in "fluids operated by pressure energy ⁇ cannot be explained.
• Mathematical expressions can approximate natural phenomena, so if the observed range is converted into a mathematical expression, natural phenomena within that range can be put to practical use regardless of whether they are correct or not.
• mathematical formulas have nothing to do with the composition of nature and the nature of natural phenomena, and nature itself and natural phenomena are not composed of mathematical formulas. What can be obtained by mathematical analysis is an approximate calculation of natural phenomena, and is merely a reference material for elucidating the structure of nature and the essence of natural phenomena.
• the obtained hypothesis includes the total gravitational total pressure energy generated by using the universal gravitational total pressure P ;; H as an energy source ⁇ ⁇ ( ; ⁇ based on light, radiant heat, radio waves, electric field, magnetic field, magnetic gravitational force, and universal gravitational force.
• the common propagation medium such as light, radiant heat, radio waves, electric fields, magnetic fields, and universal gravitation
• the common propagation medium such as light, radiant heat, radio waves, electric fields, magnetic fields, and universal gravitation
• the obtained hypothesis includes a beautiful natural eternal motion mechanism related to the generation and change of elementary particles and the whole universe based on the universal gravitational total pressure energy E GH generated using the universal gravitational total pressure ⁇ ⁇ ⁇ ⁇ ⁇ as an energy source.
• the third type of perpetual motion of the present invention can be realized by artificially imitating that mechanism.
• the current deadlock in natural science can be fundamentally resolved.
• the present invention provides a method of using total gravity energy and a device therefor.
• the present invention constitutes the "contents of the invention” shown in [2] based on the "new law of motion J of fluid” shown in [1], which was not known until now.
• the new law of motion of fluid is the supply direction due to the difference in the direction of action of force in non-viscous fluids such as air and water on which the total gravitational pressures ⁇ ,, and [2] apply. And the effect sharing, the one-dimensional force flow maintaining action and the three-dimensional gravitational total pressure P u ⁇ that exists and acts in a stationary state.
• the generation of the total gravity energy E due to the existing fusion action, and the wind and water flow do not reduce the flow velocity (without affecting the upstream and downstream sides), and the energy mechanism and typhoon that drive the wind turbine and water turbine
• This is a previously unknown law of nature relating to the permanent motion existing in nature, such as the strong wind generation mechanism, and if these permanent motions existing in nature are artificially imitated, the third class of the present invention A permanent movement is realized.
• the first law The rule of the difference in the supply possible direction due to the difference in the direction of the force acting.
• resistance cancellation pressure difference Pn and weight dynamics pressure replenishing pressure P C, IVA and inlet flow maintained kinetic energy E, .. lambda 1 and the outflow flow rate maintained movement E Nerugi ⁇ ⁇ .
• the fluid is supplied in the pressure pipe, the common flowing fluid passes through each part in the pressure pipe, the action sharing of the second law described later, and the description about the excess of the third law 3)
• the action of the supplied force or energy is transmitted to the entire flowing fluid in the pressure pipe, and the respective action is performed at the position where each should work.
• the energy is consumed to maintain the flow rate, but it is stabilized at a flow rate that is not consumed by the gravitational total pressure energy E (;
• the inflow rate maintained kinetic energy ⁇ ⁇ 1 and outflow rate maintained kinetic energy E Alpha.
• both the downstream side and the upstream side of the turbine or the wind turbine are required to generate the total gravity energy ⁇ ( ; ⁇ ⁇ ⁇ ) by the coexistence fusion action on the downstream side and the upstream side of the turbine or the wind turbine.
• the outflow flow maintenance movement energy ⁇ ⁇ ⁇ ⁇ is required.
• the coexisting fusion action at each position along the flow of the flowing fluid is, as described above, the total gravity PGH acting in the three-dimensional direction and the force acting in the one-dimensional direction at each position along the flow. Since it exists in a stationary state with a separate energy source, it operates independently for each of the above-mentioned positions, and generates the total gravity pressure Pc ,, and the flow rate and the total gravity energy EG ,, at that position.
• the flow rate is common between the upstream and downstream coexistence fusion actions, and the upstream total pressure P Monand the gravity and the total pressure energy E GH, downstream of the gravity total pressure [rho [pi "gravity total pressure energy E FI H Hitoshi Toga becomes properly, the energy source of the coexistence fusion effect of each position is separately lineage.
• coexistence fusion has a common maximum flow rate with no action or reaction between upstream and downstream.
• Energy that is artificially supplied which is not a conservative force, is consumed, but the gravitational total pressure energy E 0 ⁇ ⁇ , which is a conservative force, is stable (constant condition) without consumption.
• the gradient of the water surface under atmospheric pressure is assumed to be the sole energy source through which water flows, but this is incorrect, and correctly, the gradient of the water surface under atmospheric pressure is
• the gradient of the water surface under atmospheric pressure is
• it is generated in accordance with the flow rate on the downstream side (the most downstream end), and is responsible for maintaining the flow rate at that position that is in proportion to the flow rate on the downstream side.
• the conventional method of measuring the viscosity of water using a translation plate is to measure the viscosity between water and a solid plane, not to measure the viscosity between water and water.
• the movement of the water between the translation plates is caused by the movement of the solid plane of the viscometer and the movement of the water in contact with the solid plane due to the viscous resistance between the water and the solid plane. This is because the whole must be replaced and moved, not due to the viscosity of water and water, there is no viscosity between water and water. The absence of viscosity between water and air or air is evident from everyday experience.
• Navier-Stokes equation of motion for viscous fluid in conventional hydrodynamics cannot be used for water or air, aside from being correct or wrong.
• the invention according to claim 1 or 9 of the present invention is a basic type of the third kind of permanent movement that artificially imitates the natural permanent movement.
• the replenished gravitational static pressure PG1IS is converted into kinetic energy at the exit of a water turbine or wind turbine by the flow maintenance action of the coexistence fusion action of the third law to recover the flow velocity, and the compound of the fourth law It flows away without any change in the flow rate due to the coexistence fusion action.
• the water flow and wind under atmospheric pressure are generated by the total gravity pressure energy E (the total gravity pressure ⁇ ⁇ , which is the energy source of the turbine, and the total gravity pressure energy ⁇ (; Since the gravity total pressure ⁇ ⁇ , which is the pressure energy source ofquaint, is a separate system, it has a natural permanent motion mechanism that can extract the output of the water turbine and windmill.
• the gravitational total pressure energy E G ⁇ is maintained at a constant value by the rising air current of the typhoon eye, and this rising air flow rises and is carried away by the jet stream .
• the wind blows from the surroundings to the eyes of the typhoon in accordance with the amount of air carried away by the ascending current and the jet current of the typhoon, but the pressure is balanced between the eyes of the typhoon and the surroundings Therefore, the wind does not blow from the radial direction to the eyes of the typhoon, and due to the combination with the kinetic energy obtained from the rotation of the earth, a strong wind blows counterclockwise around the eyes of the typhoon, flow and gravity total pressure energy of atmosphere flow tube blowing wind E gamma, "and is kept constant amount tangentially Te.
• the typhoon has a downstream side of a strong wind region that uses the ascending airflow and the jet stream of the typhoon as an energy source, and an upstream side of the strong wind region that uses the total gravity of the atmosphere P G , as an energy source.
• the energy source since the energy source is separate, it exists as long as the updraft of the typhoon eye is maintained, and it is a natural perpetual motion in which strong winds do a great deal of work around the typhoon eye.
• the test device is divided into three parts, ⁇ is a conical pressure tube that is housed in a rigid PVC tube and has a reduced cross-sectional area from both ends toward the center, and B is a rigid PVC tube. Front energy supply means with blades attached to the submersible motor housed in the pipe.C is a rear energy supply means with blades attached to the submersible motor housed in the rigid PVC pipe.
• the test apparatus was designed to have a depth and width slightly (2 to 6 cm) larger than the outer diameter of a rigid PVC pipe of about 30 cm, and a flow velocity of V (m / sec). ) Will be installed in the slope channel F.
• Demonstration test No. 1 installed a pressure pipe with a narrow cross-sectional area at the center in the water flow, and clarified the magnitude, action position, and action content of the artificial energy required to be supplied when passing the water stream through the inside.
• the conventional equation of fluid dynamics Bernoulli's equation of motion cannot be applied, and it is demonstrated that the “new fluid law of fluid” of the present invention can be correctly applied.
• the water flow passes through the rigid PVC pipe when the water depth is less than the inner diameter of the rigid PVC pipe, but when the water depth exceeds the outer diameter of the rigid PVC pipe, the water flow becomes
• the rigid PVC pipe will not pass through and will stagnate at the entrance of the rigid PVC pipe and diverge to the outside of the rigid PVC pipe, especially the water flow at the water surface will be disturbed.
• the above is due to the following two factors, the action of maintaining the flow rate of the one-dimensional force along the flow of the law of coexistence and fusion of the third law and the action of supplying the total gravity of the three-dimensional gravity.
• the gravitational total pressure energy EG is generated by the coexistence and fusion action with, which clearly shows that the gravitational total pressure energy E (; H maintains the flow.
• the first is: In other words, while the water depth is shallow and the gradient water surface exists in the rigid PVC pipe, the flow direction component P G Face D of the total gravity pressure based on this gradient water surface exists, and the flow direction component P n of this total gravity pressure exists. Since the flow maintaining action of ⁇ generates coexistence and fusion action with the gravitational total pressure Pc ,, the gravitational total pressure energy ⁇ ⁇ . ⁇ , the water flow passes through the hard ⁇ VC pipe.
• This phenomenon is the outflow collision resistance that requires cost for countermeasures in conventional hydropower facilities.As described above, there are the population collision resistance and the outflow collision resistance, so the water flow passes through the rigid PVC pipe. In order to achieve this, it is necessary to generate the total gravity energy E GH that causes the water flow to flow out according to the third law in the rigid PVC pipe downstream from the center.
• the energy supply means When the energy supply means is activated, the water flow starts to pass through the rigid PVC pipe, and the flow velocity inside and outside the rigid PVC pipe coincides with each other, and the water flow in the population of the rigid PVC pipe disappears.
• the pressure supplied by the energy supply means to the water flow in the rigid PVC pipe with the flow velocity inside and outside the rigid PVC pipe being matched is generated by the energy supply means based on the voltage and current of the motor of the energy supply means at that time
• the energy supply means supplies the above (1) to (4) collectively without supplying them separately. That is, the above indicates that the energy supplied collectively acts naturally in the above-mentioned manner (1) to (6) and stabilizes the flow in the above state.
• the third, fourth, and fifth laws of the "new law of fluid motion" are natural laws that are satisfied when the flow of a flowing fluid under atmospheric pressure is stable.
• the front energy supply means B and the fiber pressure pipe A are installed in the slope channel F.
• Demonstration test No. 2 clarifies the magnitude, operation position, and contents of the artificial energy that needs to be supplied when a pressure pipe with a narrow cross section at the center is installed in the water flow and the water flow passes through the inside. Based on the fact that Bernoulli's equation of motion in conventional fluid mechanics cannot be applied, and that the "new fluid law of fluid" of the present invention can be applied correctly, and based on the third and fourth laws, the third kind of permanent Demonstrate that the energy of exercise can be extracted.
• the pressure supplied by the front energy supply means B to the water flow in the rigid PVC pipe when the flow velocity inside and outside the rigid PVC pipe is the same is the voltage and current of the motor of the front energy supply means B at that time.
• the first law 1), 2), 3) and the second law 1) of the "new law of fluid motion" , 2), 3rd law 1), 2), 3), 4) and 4th law 1) is generated by the front energy supply means B based on the above, and the first law 1), 2), 3) and the second law 1) of the "new law of fluid motion" , 2), 3rd law 1), 2), 3), 4) and 4th law 1),
• Outlet flow maintenance motion energy which is the dynamic pressure of the flow velocity V at the outlet S of the conical pressure pipe ⁇ ⁇ ⁇ . [(V) 2 (2 X 9.8)] ⁇ ⁇ It is equal to the sum of the gravitational dynamic pressure replenishment pressure ⁇ ,, ⁇ of claim 1 [dynamic pressure of flow velocity V ⁇ (V) 2 Z ( 2X9.8 ) ⁇ ].
• inlet flow maintained kinetic energy ⁇ ⁇ ⁇ of 1 is the gravitational total pressure energy of a predetermined flow rate (cross-sectional area X flow rate V of the rigid [rho VC tube) the generated, in part of the minimum sectional area portion S 3 whether et downstream of the conical pressure tube a, resistance cancellation pressure difference 3 [rho.
• the water flow is maintained based on the fourth law complex coexistence fusion with the gravitational total pressure energy E niethat naturally exists in the side water flow.
• the front energy supply means B, the conical pressure pipe A, and the rear energy supply means C are installed in the slope channel F.
• the water flow does not pass through the rigid PVC pipe, but stagnates at the entrance of the rigid PVC pipe and diverges outside the rigid PVC pipe, especially the flow of water at the water surface is disturbed.
• the pressure that the front energy supply means B and the rear energy supply means C supply to the water flow with the inner and outer flow velocities of the rigid PVC pipes matched is based on the voltage and current of the collector at that time.
• the dynamic pressure of the flow velocity V 3 at the minimum sectional area portion S 3 becomes about three times the sum of the dynamic pressure of the 1 ⁇ 6.
• the gravity total pressure energy EG which naturally exists in the water flow on the upstream side of the inlet of the rigid PVC pipe of the front energy supply means B, and the inside and the cone of the rigid PVC pipe of the front energy supply means B
• the total gravity energy E r; H generated in the upstream area from the minimum cross-sectional area S 3 of the pressure pipe A, and the downstream and upstream of the conical pressure pipe A in the minimum cross-sectional area S 3
• the total gravity energy E (; H) generated in the rigid PVC pipe of the energy supply means C and the gravity total pressure energy ⁇ ( ; ⁇ ⁇ ) naturally existing in the water flow downstream of the outlet of the conical pressure pipe A Water flow is maintained based on the combined coexistence and fusion action of the fourth law.
• the total gravity force of the pressure energy source of the total gravity force energy E c ⁇ at the upstream and downstream sides of the minimum cross-sectional area S 3 of the conical pressure pipe A is the ⁇ system. Since the dynamic pressure of the flow velocity V 3 of the minimum cross-sectional area S 3 is about three times the sum of the dynamic pressures of the above-mentioned 1 to 6, the minimum cross-sectional area of the conical pressure pipe A is as described in claim 1.
• a pressure pipe in which flowing fluid such as air or water flows into the inlet and flows out from the outlet is installed in the wind or water stream, or installed in a moving body that moves in the air, on the ground, on water, or in water, By acting the total gravity P c ,,,, of the flowing fluid, such as air or water, existing outside the pressure pipe on both the flow population and the outlet of the pressure pipe,
• the energy source of the type 3 permanent motion is as follows: 2) Under the conditions described below, based on the third law, the total gravity of the flowing fluid existing outside the pressure pipe P (;leton By the action, the fluid in the pressure pipe on both the upstream side and the downstream side of the water turbine or the wind turbine generates a separate gravity total pressure P G ,, as a pressure energy source. It is.
• the part where the cross-sectional area of the pressure tube before and after the turbine or wind turbine shrinks while deflecting in the circumferential direction from both the population side and the outlet side toward the turbine or wind turbine is reduced.
• the gravitational dynamic pressure P (, H v ) acting along the flow acts along the flow from the inlet to the water turbine or windmill, and the three-dimensional direction of the flowing fluid outside the pressure pipe
• the gravitational static pressure P (; H acts back to the flow from the outlet to the water turbine or wind turbine, so that the pressure energy source of the total gravity P CII differs between the upstream and downstream pressure pipes of the water turbine or wind turbine.
• the gravitational total pressure P CH acting on the fluid in the pressure pipe is converted into the energy of water flow, wind, typhoon, tornado, etc. existing in the natural world based on the coexistence fusion action of the third law and the combined coexistence fusion action of the fourth law
• the gravity total pressure PG In the same state as the gravity total pressure PG , in the natural permanent motion that can take out the energy, the energy can be taken out when the water turbine or the windmill is driven, so that the latter half of the above 1) is achieved.
• the gravitational dynamic pressure P GHV of the flowing fluid outside the pressure pipe that cannot act retroactively from the outlet between the outlet and the water turbine or wind turbine, and in the pressure pipe downstream of the water turbine or wind turbine
• predetermined flow rate flow velocity outside pressure pipe X (Cross-sectional area) Resistance to cancel the resistance that the following fluid receives when it passes through the entire length of the pressure pipe.
• Resistance canceling pressure difference PD inflow flow rate maintaining kinetic energy ⁇ ⁇
• outflow flow rate maintaining kinetic energy ⁇ ⁇ . Play a role in maintaining the flow rate of the fluid in the pressure pipe by the one-dimensional force of the third law.
• the flow fluid of the predetermined flow rate or less is reduced by the anti-cancellation pressure difference, the inflow flow rate maintenance kinetic energy ⁇ ⁇ , and the outflow flow rate maintenance kinetic energy E FA .
• the gravity dynamic pressure charging pressure Pc IIVA flows into the inlet of the pressure pipe due to wind, water flow, or movement of the moving body, flows out of the outlet of the pressure pipe, flows away, and coexists with the third law.
• the fusion action and the composite coexistence fusion action of the fourth law are established.
• the fluid upstream of the inlet of the pressure pipe the fluid in the pressure pipe upstream of the turbine or wind turbine, and the turbine or wind turbine
• the fluid in the pressure pipe on the downstream side of the pipe and the fluid on the downstream side of the outlet of the pressure pipe do not act or react according to the law of conservation of energy when the flow rate is within the above-mentioned predetermined flow rate. Stable in the state where the common maximum flow rate of each part in the pressure pipe,
• the first gravity total pressure PG simply existing upstream of the inlet of the pressure pipe, the second gravity total pressure P ( ; t) between the inlet and the water turbine or the wind turbine, and between the water turbine or the wind turbine and the outlet
• the third gravity total pressure P GH of the above and the fourth gravity total pressure P GI1 naturally existing downstream of the outlet of the pressure pipe are equal in another system
• the fourth gravity total pressure P C VolunteerX The flow rate is different from the gravity total pressure P ( ; ll) which exists in a different system naturally as the pressure energy source, and the second gravity total pressure energy E between the flowing population and the turbine or wind turbine G
• the third gravitational total pressure energy E GH is converted into kinetic energy without resistance in the pressure pipe on the downstream side of the water turbine or the wind turbine in a state where there is no resistance. Maintaining the flow rate and lowering the static gravity P GHS near the water turbine or wind turbine,
• a pressure pipe in which a flowing fluid such as air or water flows into an inlet and flows out from an outlet is installed in the air or water, or in the air, on the ground, on water or in the air. Installed on a moving body that moves in water, this pressure pipe is connected to an opening that receives the total gravity of the external fluid P GH and an outflow that faces both ends of this opening [By making the outlet and inlet circulation pressure pipes at least one place
• a flow fluid having a predetermined flow rate or less in the outflow / inflow circulation pressure pipe flows out from the outflow port while receiving the total gravity of the fluid existing outside through the opening section, passes through the opening section, and flows through the opening section. It is possible to realize an advanced type of the third type of permanent movement in which the fluid flows into the inlet and circulates in the outflow / inflow circulation pressure pipe.
• the use place In the case of the basic type, the use place is limited to the place where there is water current and wind. In the case of the advanced type, the use place does not need water flow and wind.
• each of the outflow and inflow pressure pipes having openings at both ends and being separated has a resistance. It is necessary to supply the counter pressure difference and the flow maintenance kinetic energy E ⁇ ⁇
• the resistance canceling pressure difference ⁇ the gravitational dynamic pressure supplementary pressure P (: ,, VA , the inflow flow rate maintaining motion energy Enfl l , Artificial supply of kinetic energy for maintaining the outflow flow rate ⁇ ) () etc. upstream of the water turbine or wind turbine.
• each energy supply means can be downsized.
• the second gravitational total pressure energy of the flowing fluid between the inlet and the turbine or the wind turbine The inlet of the flowing fluid at the inlet of the turbine or the wind turbine due to the E GH
• the third gravity total pressure energy of the fluid E GH is higher than the static gravity P GHS0 at the outlet of the water turbine or the wind turbine at the outlet of the turbine, and the static pressure difference between them is the resistance cancellation pressure difference ⁇ .
• the energy supply means can be miniaturized, and the power loss generated when driving the energy supply means can be reduced.
• the output can be changed, and the basic type can respond to fluctuations in water speed and wind speed outside the pressure pipe.
• the cross-sectional area is circumferentially increased from both the inlet side and the outlet side toward the water turbine or the wind turbine.
• the output can be increased or decreased while maintaining the rotation speed of the water turbine or the windmill constant. (9) An apparatus using the gravitational total pressure energy of the flowing fluid according to the ninth aspect of the present invention will be described.
• a water turbine or a wind turbine provided in the pressure pipe to maintain a constant flow rate regardless of the load factor
• a front guide vane provided before and after the water turbine or wind turbine to reduce the cross-sectional area of the pressure pipe while deflecting it in the circumferential direction from both the inlet and outlet sides toward the water turbine or wind turbine; and
• the rear guide vane section
• Energy transmission and supply means for supplying a part of the output of the water turbine or windmill to the front energy supply means
• the method of using the gravitational total pressure energy of the flowing fluid according to the first and third aspects of the present invention can be implemented.
• An opening that is installed in the air or water, or that is installed on a moving body that moves in the air, on the ground, on water, or in water, and that receives the total pressure P of the fluid existing outside and this opening The use of the gravitational total pressure energy of the flowing fluid according to the second aspect of the present invention according to the second aspect of the present invention, wherein the outflow and inflow ports facing each other at both ends of the fluid fluid are formed as at least one outflow / inflow circulation pressure pipe. The method can be implemented.
• the method of using the gravitational total pressure energy of the flowing fluid according to the fourth aspect of the present invention can be implemented.
• the apparatus for using gravitational total pressure energy of a flowing fluid wherein a front energy supply means provided in a pressure pipe on the upstream side of the water turbine or the wind turbine;
• the rear energy supply means provided in the pressure pipe is , Resistance canceling the pressure difference [rho,), gravity hydrodynamic replenishment pressure ⁇ (: " ⁇ ⁇ , inlet flow maintained kinetic energy E lambda,, supplies share the outflow rate maintained kinetic energy E FA like..
• the method of using the gravitational total pressure energy of the flowing fluid according to the fifth invention of the present application can be implemented.
• the cross-sectional area of the outlet of the front guide vane section is larger than the cross-sectional area of the inlet of the rear guide vane section.
• the method of using the total gravity pressure energy of the flowing fluid according to the sixth aspect of the present invention can be implemented.
• the apparatus for using a gravitational total pressure energy of a flowing fluid according to claim 9, 10, 10, 11, 12, or 13, wherein a sectional area of a front guide vane portion and a rear guide vane portion is provided.
• the method of using the gravitational total pressure energy of the flowing fluid according to the eighth aspect of the present invention can be performed.
• FIG. 1 is a sectional view showing the configuration of a basic type of the third type of permanent movement according to the present invention.
• Figure 2 shows the effect of maintaining the flow rate of the resistance counteracting pressure difference P R ) of the new law of motion of the fluid in the basic type of the third kind of permanent motion of the present invention, and the effect of the total gravity pressure P FI It is a figure which shows operation
• FIG. 3 is a cross-sectional view showing an evolved configuration of the third kind permanent movement of the present invention.
• FIG. 4 shows the resistance canceling pressure difference of a new law of fluid motion in the advanced type of the third kind of permanent motion according to the present invention.
• FIG. 6 is a diagram showing the operation of the flow rate maintaining action of the gravitational force and the action of supplying the gravitational total pressure PGclude.
• Fig. 5 shows the case where the basic type of the third kind of permanent movement of the present invention is installed in the orifice FIG.
• FIG. 6 is a schematic diagram of a case where the basic type of the third kind of permanent movement according to the present invention is installed over two waterways.
• FIG. 7 is a schematic diagram showing a case where the basic type of the third kind of permanent movement of the present invention is installed in an artificial circulation channel.
• FIG. 8 is a cross-sectional view illustrating the configuration of the verification test apparatus.
• Figure 9 is a diagram showing how to install the demonstration test on a slope channel. Best form to carry out the invention
• the present embodiment is used in a tidal current, a river, a water channel, or the like, at a position where the flow below the surface of the water is fast, which is used by hanging from ⁇ .
• the total gravity pressure P GH increases, so that a large output can be obtained.
• the pressure pipe 1 has an axial flow turbine 6 provided in the center, an inlet 2, an outlet 3, and a cross-sectional area of the pressure pipe 1 from both the inlet 2 and the outlet 3. It has an inflow section 9, a front guide vane section 5, an outflow section 10, and a rear guide vane section 7 that shrink while deviating in the circumferential direction.
• the front guide vane section 5 and the rear guide vane section 7 have a function of adjusting the deflection angle of the guide vane.
• the front energy supply means 4 is an axial pump, and is provided between the inflow section 9 and the front guide vane section 5 in the present embodiment.
• the rear energy supply means 8 is an axial pump, and is provided between the outflow portion 10 and the rear guide vane portion 7 in the present embodiment.
• 9a is a front conical part for forming a cylindrical passage and changing the cross-sectional area
• 10a is a rear conical part for forming a cylindrical passage and changing the cross-sectional area
• 11 is a water wheel 6 Generator connected to
• a mantle tube is attached to the pressure tube 1 so that the water flow is not disturbed, and the outer shape is made cylindrical.
• the front guide vane portion 5 and the rear guide vane portion 7 are cylindrical. Therefore, one or both of the inner and outer side surfaces can be made conical surfaces to increase the reduction ratio.
• the one-dimensional resistance canceling pressure difference Pn that is not the preservation force is distributed over the entire length of the pressure pipe, and its gradient cancels out the resistance of each part in the pressure pipe for a given flow of water flow, consuming it. Is done.
• the resistance canceling pressure difference PD cancels the resistance of each part in the pressure pipe against the water flow of the predetermined flow rate
• the inflow flow rate maintaining kinetic energy E ,, A and the second gravity Due to the coexistence and fusion action with the total pressure P GH
• the second gravity total pressure energy E G ⁇ ⁇ is generated and the predetermined flow rate is maintained Downstream of the turbine 6, the outflow flow rate maintenance kinetic energy E ⁇ and the third gravity total gravity E ⁇ ⁇ ⁇ ⁇
• the third gravitational total pressure energy E fiH is generated by the coexisting fusion action with the pressure ⁇ ( ; ⁇ ⁇ ) , and the predetermined flow rate is maintained.
• a third gravitational total pressure energy E gamma second gravitational total pressure energy E G A, of another system gravity the total pressure P G "has a pressure energy source, the inlet 2 upstream and outlet 3
• the downstream side includes the first and fourth gravity total pressure energy ⁇ ⁇ ( ;) , which naturally exists with another system of gravity total pressure P ( ; H as a pressure energy source, so
• the composite coexisting fusion effect is established up to the downstream side of the outlet 3, and between the upstream side and the downstream side with the inlet 2 as the boundary, between the upstream side and the downstream side with the boundary of the outlet of the turbine 6, and outflow. There is no action or reaction to the water flow at the predetermined flow rate between the upstream side and downstream side with ⁇ 3 as the boundary surface.
• a predetermined flow of water between the outlet of the turbine 6 and the outlet 3 flows out of the discharge 3 along with the predetermined flow of water flowing downstream of the outflow 3 and the inlet 2 and the turbine
• the water flow between the outlets 6 drives the turbine 6 and flows out of the outlet of the turbine 6. With this water flow, the water flow upstream of the inlet 2 flows into the inlet 2.
• the second gravity total pressure energy ⁇ (;found) is converted into kinetic energy, and the water flow having a predetermined flow rate is deflected in the circumferential direction to flow into the water turbine 6 at the water turbine driving flow velocity V.,.
• V water turbine driving flow velocity
• a circumferential rotational component V TD is divided into the outflow direction component V T0 flowing from hydraulic turbine 6, the upstream side of the outlet of the water wheel 6, the circumferential rotational component V TD and the outflow direction component [nu ⁇ , ⁇ 0 and Keeps the water flow at the predetermined flow rate, and the outflow direction component V T0 causes the water flow at the predetermined flow rate to flow out of the outlet of the turbine 6 without any action.
• the driving energy of the circumferential rotation component V TD can be used as the driving energy of the turbine 6 when the load factor of the turbine 6 is in the range of 0 to 100%.
• the turbine 6 rotates at the standard rotation speed when the load factor is 100%, if the load factor decreases, However, the rotation speed of the turbine 6 increases.
• Front energy supply unit 4 supplies 1. Resistive cancel the pressure difference Pn below 2. Gravity total pressure replenishing pressure P C1IVA, 3. Inlet flow maintained kinetic energy E kappa lambda, the energy corresponding to the.
• the front energy supply means 4 and the rear energy supply means 8 are provided. However, for the above-mentioned reason, only one of them is used, and all necessary artificial energy is supplied from one of them. You may.
• the resistance canceling pressure difference PD is the pressure difference that cancels the resistance of the flowing fluid of (predetermined flow rate-flow velocity outside the pressure pipe 1 x cross-sectional area of the inlet 2) when passing through the entire length of the pressure pipe 1.
• the empirical formula used from: Calculate from the resistance cancellation pressure difference P D dynamic pressure difference X coefficient.
• the inflow flow rate maintenance kinetic energy ⁇ ⁇ is equivalent to the kinetic energy of the water flow at the inlet 2, and when the flow rate is increased, the total gravity force energy EG t , is generated by the coexistence and fusion action of the third law It is necessary energy together with the outflow flow rate maintenance kinetic energy ⁇ ⁇ ⁇ described later.
• the rear energy supply means 8 supplies the necessary energy for the following 1. Outflow flow rate maintaining kinetic energy E AO.
• the outflow flow maintenance kinetic energy E PAD is necessary for generating the total gravity pressure energy E CM by the coexistence action of the third law even when the flow rate is stable and decreasing.
• the gravitational total pressure energy E GH generated in the pressure pipe 1 reduces the gravitational static pressure P GHS near the water turbine, so that the above-mentioned inflow flow rate maintaining kinetic energy E, becomes unnecessary except when the flow rate is increased.
• the output of the front energy supply means 4 and the rear energy supply means 8 is increased or decreased in accordance with the increase or decrease of the load, the flow rate in the pressure pipe 1 is increased or decreased, and the output is maintained while the rotation speed of the water turbine 6 is kept constant. Increase or decrease.
• the output of the front energy supply means 4 and the rear energy supply means 8 is increased or decreased in accordance with the increase or decrease of the flow velocity, and the circumferential direction of the front guide vane section 5 and the rear guide vane section 7 is increased. Is increased or decreased in accordance with the increase or decrease in the flow velocity, and the rotation speed of the turbine 6 is maintained constant.
• the advanced type of perpetual motion of type 3 can be used by installing the pressure pipe in the air or water, or by installing it on a moving body that moves in the air, on the ground, on the water, or in the water. Can be used in place of almost all energy sources such as internal combustion engines and external combustion engines You.
• the present embodiment is configured so that it can be installed in the hood of a car instead of the gasoline engine of the car.
• reference numeral 1 denotes a pressure pipe having the same structure as the pressure pipe 1 of the first embodiment shown in FIG.
• Openings 13 and 13 are provided at the inlet 2 and the outlet 3 of the pressure pipe 1. Outside the openings 13, 13, the inflow port 2 a and the outflow port 3 a of the circulating pressure pipe 12 a face each other, and as a whole, the total gravity of the fluid existing outside, 1 ⁇ ; Receiving openings 13 and 13 and outflow and inflow circulating pressure pipes 12 with outlets 3 and 3a and inlets 2 and 2a facing each other at both ends of openings 13 and 13 An external energy supply means 14 is provided in the circulating pressure pipe 12a, and the curved portion of the circulating pressure pipe 12a is provided with a seno and a wrench 1 so as not to bias the flow rate. 5 and 15 are provided.
• the openings 13, 13 can be applied to the flow population 2 and the outlet 3 of the pressure pipe 1 by applying the total gravity P ( ; H) of the flowing fluid existing outside the pressure pipe 1.
• the function of the external energy supply means 14 is shared by the energy supply means in the pressure pipe 1.
• FIG. 4 the difference from the first embodiment in FIG. 2 is that in FIG. 2, the upstream side of the inlet 2 and the downstream side of the outflow
• the fluid flowing at a predetermined flow rate in the outflow and inflow circulation pressure pipes 12 is changed to the total gravity Pc of the fluid existing outside, and the openings 13 and 13 are formed.
• the description is omitted because it is the same as that of the first embodiment of FIG.
• the total length of the inflow circulation pressure pipes 12 will be about 2 m, so six units will be installed side by side in the bonnet.
• the flow velocity in the circulating pressure pipe 12a is set to 2 mZ sec.
• the output will be small unless the reduction ratio is less than 1/5.
• the front energy supply means 4 and the rear energy supply means 8 are provided. However, for the above-mentioned reason, only one of them is used, and the necessary artificial energy is collectively collected from one of them. May be supplied.
• the resistance canceling pressure difference is (predetermined flow rate-flow rate outside pressure pipe 1 x inflow port
• Cross-sectional area of 2 is the pressure difference that counteracts the resistance that occurs when the flowing fluid passes through the entire length of the pressure pipe 1.
• the empirical formula that has been conventionally used is: resistance-cancelling pressure difference,,) -dynamic pressure difference X coefficient Ask from.
• the inflow flow rate maintaining kinetic energy, .. ⁇ ⁇ is the inflow flow rate maintenance kinetic energy ⁇
• the inflow flow rate maintenance kinetic energy ⁇ ⁇ ⁇ is the outflow flow rate maintenance kinetic energy ⁇ ⁇ ⁇ described later when the flow rate is stable and when it decreases.
• E G ⁇ ⁇ ⁇ the gravitational total pressure energy
• E c H the gravitational total pressure energy
• the rear energy supply means 8 supplies the necessary energy for the following 1. Outflow flow rate maintaining kinetic energy E ⁇ ⁇ .
• the external energy supply means 14 has the following external flow rate maintaining kinetic energy E O-
• External resistance cancellation pressure difference ⁇ . . Is the kinetic energy for maintaining the external flow rate due to the structure of the circulation pressure pipe 12a. -Let it be equal to ⁇ .
• the turbine output will be 1.558 kW.
• the output of the front energy supply means 4, the rear energy supply means 8 and the external energy supply means 14 is increased or decreased, and the flow rate in the pressure pipe 1 is increased or decreased. Increase or decrease the output while keeping it constant.
• the basic type operates stably if the outflow speed from the outlet 3 of the pressure pipe 1 is adjusted to the flow velocity of the flowing fluid under the atmospheric pressure outside the outlet 3 of the pressure pipe I. Can be used for the special applications shown.
• Fig. 5 can be used as part of artificial energy.
• Fig. 6 can be used as part of artificial energy.
• a gradient water channel 17 is constructed by the energy of the water circulation means 18 and the basic type pressure pipe 1 is installed in the gradient water channel 17.
• the developed type has the same cross-sectional area of the slope channel 17 and the cross-sectional area of the pressure pipe 1.
• the basic types of the present invention are: (1) tidal currents, ocean currents, rivers, waterways such as waterways, (2) in the wind, (3) mobile bodies on or under water, (4) mobile bodies in the atmosphere, (5) It can be used for a boring orifice shown in Fig. 5, using a head, two canals with a head drop between water surfaces as shown in Fig. 6, and (6) an artificial circulation canal shown in Fig. 7.
• the developed type of the present invention can be applied to almost all applications such as conventional water turbines, wind turbines, internal combustion engines, and external combustion engines.
• an advanced version of the invention is:

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• Engineering & Computer Science (AREA)
• Chemical & Material Sciences (AREA)
• Combustion & Propulsion (AREA)
• Mechanical Engineering (AREA)
• General Engineering & Computer Science (AREA)
• Life Sciences & Earth Sciences (AREA)
• Sustainable Development (AREA)
• Sustainable Energy (AREA)
• Power Engineering (AREA)
• Wind Motors (AREA)

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Cited By (1)

• 1997
  • 1997-01-06 WO PCT/JP1997/000007 patent/WO1998030799A2/fr active Application Filing
  • 1997-01-06 AU AU12106/97A patent/AU1210697A/en not_active Abandoned

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