WO1998030799A2

WO1998030799A2 - Method for using total gravitational energy of flowing fluid and apparatus therefor

Info

Publication number: WO1998030799A2
Application number: PCT/JP1997/000007
Authority: WO
Inventors: Toshitaka Yasuda
Original assignee: Toshitaka Yasuda
Priority date: 1997-01-06
Filing date: 1997-01-06
Publication date: 1998-07-16
Also published as: AU1210697A

Description

Description Method of using the total gravity energy of flowing fluid and its equipment

In regions of the earth where fluids such as air and water have a total gravity of P (; H), or fill the entire universe with 2.7 ° K cosmic background radiation discovered in the 1960s In the region of the entire universe where light, radiant heat, radio waves, electric fields, magnetic fields, and common gravitational media with universal gravitational force have a PGH with universal gravitational force, as described below, they exist in a stationary state and are three-dimensional. Coexistence and fusion of the gravitational total pressure supply action or universal gravitational total pressure supply action or the universal gravitational total pressure supply action of the gravitational total pressure Ρ _(; By the action, the gravitational total pressure energy E _C1I due to the movement of the fluid or the universal gravitational total pressure energy E _CH due to the vibration and distortion of the common propagation medium is generated, and the gravitational total pressure energy E maintains the flow of air, water, and the like. Holding Attraction total pressure energy E c "is the common propagation was longitudinal wave vibration speed of light C or media maintains the propagation of distortion, light, radiant heat, radio waves, electric fields, magnetic fields, and propagating universal gravitation at the speed of light C.

In these regions, as described later, 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.

However, 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. To discover "a new law of motion of fluid"

Based on this "new law of motion of fluid", 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. In the pressure pipe on the upstream side and the pressure pipe on the downstream side, the gravity total pressure energy E _Gとする with the same size and another system's total gravity pressure PC = H as the pressure energy source is generated. The generated gravitational total pressure energy E _C内 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 conventional perception of the perpetual motion and the natural phenomenon within the existing laws of nature and the perception of the inventor are as follows.

C 1) Concept

1. Permanent motion within the existing laws of nature

Within the range of existing natural laws based on forces and energies defined by the two-ton kinetic law, there is no energy conservation law that says that no engine can produce more power than the supplied energy, and energy does not go back The second law of thermodynamics and the reversible change that does not affect the surroundings do not exist. The conventional perception that it is impossible to artificially realize a perpetual movement that can take out With the recognition of the person.

2. Insufficiency of existing law of fluid dynamics

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.

However, this deficiency is related to natural phenomena, and has nothing to do with the practical application of fluid equipment that uses "fluids that operate on artificial energy that is unrelated to atmospheric pressure", and has no real harm. Has been neglected.

3. Insufficient light, radiant heat, radio wave, electric field, magnetic field, natural law of universal gravitation

Also, existing natural laws regarding light, radiant heat, radio waves, electric fields, magnetic fields, universal gravitation, etc. can mathematically explain these individual phenomena within the observable range, but the essence of these phenomena and the propagation mechanism And the inventor said that there was a defect that light, radiant heat, radio waves, universal gravitation, etc. could not explain the perpetual phenomena that propagate from the end of the universe to the end. Recognition of

However, this deficiency has nothing to do with the practical application of devices that use light, radiant heat, radio waves, electric fields, magnetic fields, universal gravitation, etc., and has no real harm. And waiting for someone to settle.

4. Elementary particles, deficiencies in the laws of nature of the universe

Also, existing natural laws regarding elementary particles, the universe, etc. attempt to mathematically explain each of these phenomena within the observable range, but these cannot be explained by unified field theory. Also, the conventional perception that there is a defect that the generation of elementary particles, the generation and change of the universe, the permanent motion of elementary particles and the universe cannot be explained in a unified manner, and the perception of the inventor match.

However, this deficiency is mainly related to natural phenomena, and there is no fundamental trouble and no actual harm in the use of nuclear power so far. And waiting for someone to settle. 5. Natural science deficiencies so far

Until now, natural science has begun by giving up elucidating the essence of natural phenomena since Newton.A mathematical analysis of phenomena that cannot be understood but can be observed is based on the laws of nature in each field. It has become. In other words, the natural laws of conventional natural science are merely mathematical approximations of natural phenomena without understanding the nature of nature and the nature of natural phenomena.

Therefore, the current natural sciences mathematically analyzes natural phenomena and makes them available for each field.However, it is at a deadlock to elucidate the structure of nature and the essence of natural phenomena. Because they do not take into account the nature of the law, they cannot create natural laws that can explain each field in common.

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. However, 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.

6. The need for a new law of nature

Therefore, in order to solve the conventional deadlock of natural science and elucidate the nature of nature and the essence of natural phenomena, there is a barrier to directly thinking and understanding the nature of nature and the nature of natural phenomena based on observation results. We need to break through and find new laws of nature.

When thinking creatively, the best human beings on the planet are the human brain, and mathematical formulas and computers are only a means of helping the human brain.

(2) Insufficient existing natural laws and their solutions

1. Recognition of deficiencies

The inventor stated that his experience of playing in water, playing with blocks, playing a game of painting, etc. in his childhood was based on Newton's law of motion (the second law is the total pressure P that exists and acts in a fluid in a stationary state. r _{; ll} and gravitational total pressure energy E c; ,, cannot be handled, and the second and third laws are inconsistent with the boundary conditions. Energy In view of the contradiction to the idea of consuming and flowing downstream), as a result of reviewing the contents of i to 5 in accordance with (1) Concept 6 above, i. Permanent motion, 2. fluid dynamics, 3 Light, radiant heat, electric wave, electric field, magnetic field, universal gravitational force, 4. In accordance with the existing natural laws in each field such as elementary particles and space, universal gravitational force is used as an energy source and fluid (or light, radiant heat, radio wave, electric field, magnetic field, Boundary conditions necessary to correctly classify and commonly understand various natural phenomena and the handling of universal gravitational total pressure P (; M and universal gravitational total pressure energy Ε,,) that exist and act in a stationary state in a common propagation medium I noticed that there was a common deficiency regarding

2. Discovery of "New Law of Motion of Fluid" to Solve Incomplete Content

Therefore, the inventor departed from the existing law of nature and found that in fluids such as air and water where the total gravity pressure P _GH exists, the difference in the supply direction and the difference in action sharing due to the difference in the action direction dimension of force. And the total gravitational energy due to the combined convergence of the one-dimensional force flow maintaining action and the three-dimensional gravitational total pressure Pen in the stationary state, and the total gravitational pressure supply action (; The occurrence of „and the wind and water currents do not reduce the flow rate (without affecting the upstream and downstream sides). The results of the study were as follows: 1. Permanent motion, 2. Fluid dynamics, 3. Light, radiant heat, radio waves, electric and magnetic fields, universal gravitation, 4. Elementary particles, space, etc. With common application in mind , The total gravity pressure P ₍ , _H) in fluids such as air and water where there is a difference in the supply direction and the distribution of the action due to the difference in the dimension of the force acting direction, and the effect of maintaining the flow of the force in the one-dimensional direction and the occurrence of _1, gravity total pressure supply gravity by co fusion effects and complex coexistence fusion action of the working total pressure energy-saving E _","; gravity total pressure P _t of the three-dimensional directions which present to act at rest Until now, wind and water currents do not reduce the flow rate (without affecting the upstream and downstream sides). Permanent natural motions such as energy mechanisms that drive wind turbines and water turbines and typhoon strong wind generation mechanisms have been known. A new law of motion, a natural law that has not been established, has been compiled.

3. Applicability of "New Law of Fluid Motion" and Perception of Permanent Motion

Based on this "new fluid law of motion", as shown in the first, second, and third laws described below, the second law of thermodynamics, the increase in the end opening rate, and the law of conservation of energy are used. As described in the fourth and fifth laws, the natural phenomena of fluids under atmospheric pressure, such as water currents, winds, typhoons, and tornadoes, are caused by changes in temperature and pressure. energy to be maintained for energy fluctuation factor of rotation or the like of earth, and the flow tube of the flow and gravity total pressure energy E _G "of global flowing fluid in the atmosphere at a constant value at any point on the earth It is a natural perpetual motion based on the law of conservation, and the energy of the flowing fluid upstream and downstream of the energy consuming location (the location of the water turbine and windmill, the location near the eye of the typhoon) must be of 别 system. It can be seen that this is a natural permanent movement that can extract energy.

The 2.7 ° K cosmic background radiation, which was discovered in the 1960s and exists throughout outer space, is filled with common propagation media such as light, radiant heat, radio waves, electric fields, magnetic fields, and universal gravitation. , And this assumption and the first

When the difference in action sharing due to the difference in the direction of action of the two laws of force and energy is combined with the mechanism of generation of the total gravity energy E _GH due to the coexisting fusion action of the third law, it propagates from the end of the space to the end A hypothesis can be obtained that can unify the structure of light, radiant heat, radio waves, universal gravitation, etc. and their propagation mechanisms, and the structure of electric and magnetic fields and these propagation mechanisms in a unified manner.

Then, the obtained hypothesis includes the total gravitational total pressure energy generated by using the universal gravitational total pressure P _{;; H} as an energy source 発生 ( _;光 based on light, radiant heat, radio waves, electric field, magnetic field, magnetic gravitational force, and universal gravitational force. There is a natural perpetual motion mechanism regarding.

Also, assuming that the common propagation medium, such as light, radiant heat, radio waves, electric fields, magnetic fields, and universal gravitation, is composed of the smallest constituent particles that make up the material of the universe, the unified field of the currently stalled elementary particles A hypothesis can be obtained that can unify both theory and the composition of the universe that is currently unclear.

The obtained hypothesis includes a magnificent 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 Ρ エネルギ as an energy source. Exists.

According to the existing laws of nature, permanent motion could not exist, but the fifth law of the “New Law of Motion of Fluids” is based on the law of conservation of energy. The most basic nature that keeps the natural phenomena of the universe in a stable state of energy Energy mechanism.

4. Realization of the Type 3 Perpetual Movement of the Present Invention and Resolving the Deadlock of Natural Science

As mentioned above, the current deadlock in natural science stems from the fact that we did not know the existence of the mechanism of permanent motion in nature and the laws of nature that could understand that mechanism.

Therefore, by elucidating the mechanism of natural perpetual motion that constitutes natural phenomena such as water currents, winds, typhoons, and tornadoes, the third type of perpetual motion of the present invention can be realized by artificially imitating that mechanism. However, the current deadlock in natural science can be fundamentally resolved.

Based on the `` new law of motion of fluids, '' a new law of fluid motion, a previously unknown natural law for fluids such as air and water on which PCH acts, the pressure pipes with water turbines and windmills are placed under atmospheric pressure. In the fluid, and set the structure of the pressure pipe, windmill and water turbine according to the required conditions and supply necessary artificial energy, and the total gravity energy of the upstream and downstream of the windmill and waterwheel By equalizing the total gravity P 管, which is the pressure energy source of E _cで, with a separate system, the flow rate in the pressure pipe is maintained at the gravitational total pressure energy E _GH downstream of the windmill and water turbine. And a mechanism for driving the wind turbine or the water turbine to the gravitational total pressure energy 車 ( _{; や)} on the upstream side of the wind turbine or the water turbine to _{supply the} necessary artificial energy with a part of the output of the wind turbine or the water turbine. However, as mentioned above, wind and water flow do not decrease the flow rate. (Without affecting the upstream and downstream sides) of the fluid that realizes the third kind of permanent motion that mimics the natural permanent motion of the energy mechanism that drives the wind turbine and the water turbine, and the strong wind generation mechanism of the typhoon. 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.

[1] New laws of motion for fluids

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 Ρ ,, and [2] apply. And the effect sharing, the one-dimensional force flow maintaining action and the three-dimensional gravitational total pressure P _{u 存在} 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.

(1) The first law: The rule of the difference in the supply possible direction due to the difference in the direction of the force acting.

1) In the fluid, the direction in which force and energy can be supplied matches the direction of action of the supplied energy.

2) In the present invention, based on the first law, as described in claim 1 or 9, the cross-sectional area of the pressure tube before and after the turbine or wind turbine is changed from both the inlet side and the outlet side to the turbine. By providing a part that deflects while deflecting in the circumferential direction toward the wind turbine, if the flowing fluid flows in the pressure pipe, the gravitational static pressure P _{C 1} , _S near the water turbine or the wind turbine decreases, and the outside of the pressure pipe The gravitational total pressure PG 流体 of the flowing fluid acts along the flow from the inlet to the water turbine or windmill, and the gravitational total pressure of the flowing fluid outside the pressure pipe PC; M = static gravity P GHS + gravitational dynamic pressure PG ,, GHS acts on the flow from the outlet to the water turbine or wind turbine back to the flow, and the total gravity pressure P _(the source of pressure energy of EG „) at the upstream and downstream sides of the turbine or wind turbine. _H system is different.

Therefore, the reason for denying the permanent motion based on the second law of thermodynamics that the force and energy do not go back to the third type of permanent motion according to the present invention is irrelevant.

It is an essential condition of the third kind permanent motion of the present invention that can extract energy, as described in the fifth law, to make the pressure energy source different between the upstream side and the downstream side of the water turbine or the wind turbine. It mimics the natural eternal movement mechanism that exists widely in the natural world.

3) In the present invention, as described in claim 1, 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 Ε _ΡΛ . Wherever 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) Based on the above, 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 fluid in the pressure pipe upstream of the inlet of the pressure tube, the fluid in the pressure pipe upstream of the turbine or wind turbine, the fluid in the pressure pipe downstream of the turbine or wind turbine, and the flow in the pressure pipe. The fluid downstream of the outlet is artificially supplied without any action or reaction due to the law of conservation of energy, within the range of the flow rate below the specified flow rate (= flow velocity outside pressure pipe X cross-sectional area of inlet). 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 (;

Incidentally, the inflow rate maintained kinetic energy _Ε ΡΛ ₁ and outflow rate maintained kinetic energy E _Alpha. When the flow increases, both the downstream side and the upstream side of the turbine or the wind turbine are required to generate the total gravity energy 重力 ( _;により) by the coexistence fusion action on the downstream side and the upstream side of the turbine or the wind turbine. However, when the flow is stable or decreasing, only the outflow flow maintenance movement energy あれば Λ is required.

(2) Second law: The law of the difference of the action sharing due to the difference of the action direction dimension of the force

1) In the fluid under the action of the total gravity pressure P OM, the acting direction dimensions are different (three-dimensional direction and one-dimensional direction). Force is the total gravity pressure energy E _u „= total gravity pressure Pc _H x flow rate Are different.

For example, gravity total pressure energy E _{G 1} by co fusion operation of the third law described below, as shown in the development of laws law of gravity the total pressure P _H of the three-dimensional directions share the gravity total pressure supply operation, primary The original force shares the flow maintaining action.

Therefore, if we accurately understand the sharing of the actions of various forces and energies, we will supply the artificial forces and energies that share the necessary actions according to the first law, and we will supply the gravitational total pressure P _(; The motion of the flowing fluid can be controlled according to the purpose based on a new law of motion of the fluid.

2) When the entropy is calculated for each action sharing, the one-dimensional force entrance non-conservative force increases, but the gravitational total pressure energy _EGH , which is the conservative force, is constant. Value. That is, the entropy calculation result is, as described in the first law 3), the energy supplied artificially that is not a conservative force is consumed, but the gravitational total pressure energy E described later that is the conservative force is used. This indicates that GH does not consume, and as in the present invention, it is necessary to artificially supply one-dimensional force or energy and to constitute a third-class permanent motion by two systems of total gravity energy E _C , Indicates that is possible. Therefore, the reason for rejecting the perpetual motion by the pentotropy-increasing rule that there is no reversible change that has no other effect is irrelevant to the type 3 permanent motion.

(3) Third law: The law of total gravitational energy _EFIH generated by the coexistence and fusion of the three-dimensional total gravity P _G „and the one-dimensional force.

1) In a fluid under the action of the total gravity pressure P CH, the gravity is used as an energy source, and the total gravity pressure _{存在存在} that is stationary at each position in the fluid and acts in a three-dimensional direction passes through that position. Supply the total gravity of the flowing fluid 重力 Μ = Gravity dynamic pressure Pc ,, V + Static gravity pressure Pc, _IS Force acting in the one-dimensional direction of (the flow direction component P ,, Η, or the total gravity gradient P _G ,, D of the total gravity of the fluid under atmospheric pressure, or the pressure in the pressure pipe installed in the fluid under atmospheric pressure. Pressure difference + flow maintaining kinetic energy EA, etc.) in the fluid of the fluid has a flow maintaining action to maintain the flow rate, and the coexistence and fusion action of these actions causes the total gravity pressure energy Επ _Η = Gravity total pressure P _cll x flow rate = (Gravity dynamic pressure P _CHV + Gravity static pressure P _CHS ) Generate flow rate.

That is, in the fluid under the action of the total gravity P ( _{: H} , there are "inertia law", "force = mass x acceleration law" and "action · The gravity total pressure energy E ( _{: H)} based on the total gravity pressure P _G M that acts in a three-dimensional direction that cannot be handled by the law of reaction.

This is the reason that the conventional hydrodynamic theory based on the neuton's law of motion cannot be applied to flowing fluids where the total gravity P ₍ , H) acts.

2) As described above, 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. Therefore, as shown in the compound coexistence fusion action of the fourth law described below, the flow rate is common between the upstream and downstream coexistence fusion actions, and the upstream total pressure P „and 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.

In other words, 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ある, which is a conservative force, is stable (constant condition) without consumption.

3) Therefore, if there is an excess in either the total gravity force Pc „acting in the three-dimensional direction or the force acting in the one-dimensional direction, coexistence and fusion will occur until the common maximum flow between upstream and downstream is maintained Excess does not co-exist, and remains as a static pressure P CHS acting in three dimensions or a force acting in one dimension, as described in 2). And the flow rate is common, there is no action / reaction, and the upstream gravity side total pressure energy E ( _{; H} and the downstream side gravity total pressure energy become equal. In this state (boundary condition), the energy conservation law is established.

4) When a force (resistance canceling pressure により, and flow maintaining kinetic energy κ κ _作用 ) acting in a one-dimensional direction by artificial energy is supplied to the fluid in the pressure pipe where the total gravity P GH exists, the above 3) While maintaining the state of, a large total gravity energy E _GH = total gravity pressure P ( _{; H} x flow rate is generated by the coexisting fusion action.

Therefore, the reason for denying the permanent motion based on the law of conservation of energy that there is no engine capable of obtaining an output larger than the supplied energy is irrelevant to the type III permanent motion of the present invention.

5) Although the flow velocity at the part slightly below the water surface is the fastest in a water flow under atmospheric pressure, it cannot be explained by conventional fluid mechanics. However, the force acting in the one-dimensional direction of the third law (the flow direction component of the gravitational total pressure) This can be explained by the flow maintenance action of P _UIII )).

(4) Fourth law: The law of complex coexistence fusion between upstream and downstream coexistence fusion

1) When a certain flow rate flows at the most downstream end of the flowing fluid on which the total gravity Pw acts, on the upstream side of the flowing fluid, the compound between the coexisting and coexisting actions existing at each position along the flow However, between the coexisting fusion action on the upstream side and the coexisting fusion action on the downstream side, at a flow rate at which no resistance (action / reaction) is generated between the upstream and downstream with the gravitational static pressure P ( _{; HS} balanced), The flow equal to the certain flow flows in common, and in this state (boundary condition), the energy conservation law is established and stabilized.

In this case, what stabilizes under the above boundary conditions according to the energy conservation law is that the flow rate and the total gravity pressure energy E _{l; l} are equal over the entire length of each flow tube constituting the fluid The direction of the force acting in the one-dimensional direction of the flow direction changes, This is because the flow velocity changes, the cross-sectional area of each flow tube changes in the length direction, and the flow rate is kept constant.

Therefore, according to the fourth law, in a flowing fluid that is in a steady flow under atmospheric pressure, the upstream fluid flows according to the flow of the downstream fluid, and the resistance (action / reaction) between the upstream and downstream sides And the potential energy of the fluid does not act in a fluid having the same mass of fluid around it, and the energy conservation law is established and stabilized in this state (boundary condition). These facts show that Bernoulli's equation of motion in conventional fluid mechanics is wrong, and the flow of water that the inventor understood as a boy in playing with water, playing with building blocks, and playing a game of painting. Is consistent with

Also, in conventional fluid mechanics, 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 However, as a result of the flow of water, 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.

2) For each flow tube that constitutes the flowing fluid, the direction of the force acting in the one-dimensional direction of the flow direction is determined by the law of conservation of energy so that the flow rate and the total gravity energy E _G „over the entire length are equal. The distribution changes and the cross-sectional area of each flow tube changes not due to the viscous drag between the fluids described in the conventional fluid mechanics, but by maintaining the flow rate at a constant value and the total gravity energy E (; „ This is due to the law of conservation of energy that tries to maintain a constant value.

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.

Thus, Navier-Stokes equation of motion for viscous fluid in conventional hydrodynamics cannot be used for water or air, aside from being correct or wrong.

And "the new law of motion of fluid" is between water and water, between air and air, etc. I

Is the natural law of the region where the total gravity P GH acts on a fluid that does not have viscosity inside.

3) In the conventional theory of fluid dynamics, it is not possible to calculate the flow velocity and flow rate of a channel under atmospheric pressure theoretically, and empirical formulas are used.However, if the third and fourth laws are used, the theoretical Can be calculated.

(5) Fifth law: The law of the permanent motion mechanism of a flowing fluid under the action of total gravity PCH

1) For fluids such as wind and water flow under atmospheric pressure, for which the fourth law of complex coexistence and fusion is satisfied, the total gravity energy EGH upstream of the position where energy is extracted by the permanent motion mechanism Since the total gravity pressure P _Gで, which is the pressure energy source of, is different from the total gravity pressure PG », which is the pressure energy source of the gravitational total pressure energy ,,, downstream of the position where the energy is taken out, performs flow maintenance action of gravity total pressure energy EG Eta is flowing fluid downstream of the location where energy is taken out, that cover the energy energy gravity total pressure energy E _G "upstream location to be retrieved is retrieved it can. Therefore, if the inflow flow rate at the most upstream end and the outflow flow rate at the most downstream end are maintained in an energy system different from the maintenance energy system of the combined coexistence and fusion action, the explanation given in 3) and 4) below Energy mechanism to drive water turbines and wind turbines without water flow or wind under atmospheric pressure (without affecting the upstream and downstream sides), or a strong typhoon generating mechanism Etc. are constituted.

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.

2) In the above 1), the permanent movement can be maintained if the outflow flow at the most downstream end can be circulated to the inflow flow at the most upstream end by a part of the extracted energy. Is a form of perpetual movement of this type, which is an evolution of the third kind of perpetual movement, but this form of perpetual movement is not found in nature.

3) As described below, the natural permanent motion mechanism that drives water turbines and wind turbines without water flow or wind under atmospheric pressure decreasing the flow rate has demonstrated the above 1).

When a water turbine or wind turbine installed in a water flow or wind under atmospheric pressure is driven by consuming the kinetic energy of the water flow or wind, the water flow or wind that has lost the kinetic energy by driving the water turbine or wind turbine is In addition, due to the total gravity pressure supply effect of the coexistence fusion action of the third law, the replenishment of the static gravity pressure PGHS corresponding to the lost flow velocity was received from the gravity total pressure PG „using gravity as the energy source,

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.

That is, the water flow and wind under atmospheric pressure are generated by the total gravity pressure energy E (the total gravity pressure _{π π,} which is the energy source of the turbine, and the total gravity pressure energy Ε (; Since the gravity total pressure ある, which is the pressure energy source of „, is a separate system, it has a natural permanent motion mechanism that can extract the output of the water turbine and windmill.

4) As described below, typhoons, which are natural phenomena in the atmosphere, prove the above 1).

Within the atmosphere, Ri by the composite coexistence fusion operation of the fourth law and the energy conservation law, the flow rate and gravity total pressure energy E _G air flow global flow tube in the atmosphere "and are all on earth Is always maintained at a constant value.

Then, since the air pressure is high inside the high pressure, the wind becomes weak and the total gravity energy E (: H is maintained at a constant value. Inside the low pressure, the wind becomes strong because the pressure is low inside the low pressure, and the total gravity energy E « H is maintained at a constant value, that is, the strong wind in the low pressure area near the eye of the typhoon is due to the gravitational static pressure energy due to the low pressure.

This is to maintain the gravitational total pressure energy EGH at a constant value by compensating for the deficiency with the gravitational dynamic pressure energy E _G „v of the strong wind.

Also, in a typhoon eye where the atmospheric pressure is low but quiet, the gravitational total pressure energy E _G維持 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 .

Therefore, 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. In other words, 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. However, 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.

5) In the present invention, as described in claim 1 or 9, a pressure tube in which a water wheel or wind turbine, gravity all the pressure E Nerugi source of gravitational total pressure energy E _GH upstream of waterwheel or windmill The pressure P _{G ll} and the gravity total pressure which is the pressure energy source of the total gravity energy E Γ.

In addition, since the basic type of the third kind of permanent motion described in claim 1 or 9 is an imitation of the natural permanent motion as it is in the natural world, it is necessary that the fluid outside the pressure pipe is flowing. Or, in the advanced type 3 type permanent movement described in 10 above, as described in 2) above, the outflow flow at the most downstream end is circulated to the inflow flow at the most upstream end by part of the extracted output energy. ing.

(6) Demonstration test of new law of motion of fluid

This demonstration test proved that the mechanism of water flow under atmospheric pressure is based on the `` new fluid law of fluid '' of the present invention instead of the conventional Bernoulli equation of fluid dynamics. Based on the law of coexistence fusion of the third law of the `` new law of motion '', the law of complex coexistence of the fourth law, and the law of permanent motion of the fifth law, the third kind of permanent motion of the present invention is Demonstrate that it holds.

Testing equipment

As shown in Fig. 8, the test device is divided into three parts, Α 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. As shown in (b) and (c), 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.

I) Demonstration test 1 As shown in Fig. 9 (a), only one of the front energy supply means B and the rear energy supply means C is 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. Thus, 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.

1. Before starting the energy supply means

As the depth of the slope channel is gradually increased, 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 However, 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 „ _{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 共 generates coexistence and fusion action with the gravitational total pressure Pc ,, the gravitational total pressure energy 作用 Γ.Μ, the water flow passes through the hard Ρ VC pipe.

When the water depth exceeds the outer diameter of the hard PVC pipe, there is no gradient water surface in the hard PVC pipe, and the flow maintaining action by the flow direction component _PG1IU of the total gravity pressure is _lost. Will not pass.

This phenomenon is the resistance to migrant population that requires costly countermeasures with conventional hydropower facilities. In other words, when the cross-sectional area of the central part is small with a submersible motor, such as the rigid PVC pipe of the energy supply means, when the water flows through the rigid PVC pipe, the flow velocity in the central part becomes faster and the central part becomes faster. The gravitational static pressure P _{t; liS} decreases. And, when the water outside the rigid PVC pipe is flowing, the first law of “the new motion law of fluid” I 7

According to the law, only the gravitational static pressure P GHS of the water flow acts from the outlet to the center, so even if there is a flow maintenance function downstream from the center, the total gravitational pressure P «„ = gravitational static pressure

P ₍ ; „S + gravity dynamic pressure P CV gravitational dynamic pressure P ( _; ,, V is insufficient, total gravity force of total gravity does not function, total gravity energy due to coexistence fusion 作用 θΗ No water is generated.

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.

2. After activation of 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 results of separately measuring the pressure, the first law 1), 2), 3), the second law 1), 2), and the third law 1), From 2), 3), 4) and 1) of the fourth law,

① The inflow flow rate maintaining kinetic energy which is the dynamic pressure of the flow velocity V of the inflow OS, Ε _Α V CV ² / (2 _X9.8 )]

② Hard when the flow velocity of the part where the submersible motor is located is V, Ρ Resistance canceling pressure difference を η [{(V,) ² / (2 X9.8)} X coefficient (0. 1 to 0.3)]

③ outflow rate maintaining the kinetic energy is a dynamic pressure of the flow velocity V of the outlet S ₂ Ε, .. _Λ. ^{[V 2 ./ (2 X 9.} 8)] and,

④ gravity dynamic pressure P on the downstream side of the rigid [rho VC tract of submersible motor _(;, gravity dynamic refilling pressure to supplement the shortage of _1V

[V ² /(29.8)].

Assume that the conventional hydrodynamic Bernoulli equation of motion can be applied to water flows under atmospheric pressure. Then, the resistance canceling pressure difference P,> in (2) is the harm that the flow velocity inside and outside the rigid PVC pipe is the same, so the above fact shows that Bernoulli's equation of motion applies to water flow under atmospheric pressure. Indicates that you cannot.

3. Application of "New Law of Motion of Fluid"

Then, in this case, according to the “New Law of Motion of Fluid”, the rigid PV

In the C pipe, (2) the resistance canceling pressure difference),) cancels the resistance in the hard 、 VC pipe, and the 運動 inflow flow rate maintaining kinetic energy Ε, in (1) coexists in the hard 上流 VC pipe upstream of the submersible motor. The gravitational total pressure energy Ε (; „is generated, and the outflow flow maintenance movement energy の κ _Αの ④ 重力重力重力重力重力重力 ④ 重力 ④ ④. The gravitational total pressure energy E _CH is generated by the coexisting fusion action.The gravity total pressure energy 'Reggi E' naturally exists upstream of the inlet of the rigid PVC pipe, and downstream of the outlet of the rigid PVC pipe. Gravitational total pressure energy E _{f; H} that exists naturally on the side, gravitational total pressure energy E _G発生 generated upstream of the center, and gravitational total pressure energy E c „generated downstream of the center. Occurs on the downstream side of the central part by constituting the compound coexistence fusion action of the fourth law Gravity total pressure energy E _G "is maintains the water flow downstream from the center, it'll connexion, gravity static pressure P _(the central _portion;" reduces the _s, gravity all occurred in the upstream side of the central portion The pressure energy E (; maintains the water flow to the center by maintaining the water flow and reducing the gravitational static pressure P _G „s at the center. The water flow is common between the upstream and downstream sides of the center. However, the energy system is separate and satisfies the condition of the fifth law for natural perpetual motion.

In the above, 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. In other words, it is clear that 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.

2) Demonstration test 2

As shown in Fig. 9 (b), 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.

1. Before activation of front energy supply means Β

When the cross section of the conical pressure pipe Α becomes submerged by gradually increasing the water depth of the slope channel, the water flow stops flowing inside the rigid PVC pipe, and stagnates at the entrance of the rigid PVC pipe and moves outside the rigid PVC pipe, especially, The flow of water on the water surface is disturbed.

2. After activation of front energy supply means B

When the front energy supply means B is started, the water flow starts to pass through the inside of the hard PVC pipe, the flow velocity inside and outside the hard PVC pipe coincides, and the water flow at the entrance of the hard PVC pipe disappears.

3. 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. Of the pressure 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),

① The inflow flow rate maintaining kinetic energy E _f , _AI [V ² / (2 X9.8)], which is the dynamic pressure of the inflow as!

② Resistance cancellation pressure difference P,) [{CV,) ² / (2 X9.8)} X coefficient (0.1 to 0.3) to cancel the resistance in the rigid PVC pipe of the front energy supply means B ] When,

③ When the water flow of the specified flow rate (flow rate of the gradient channel X inflow of the rigid PVC pipe □ cross section of S) flows through the conical pressure pipe A, the resistance cancels when the flow velocity at the minimum cross section S ₃ is V _3. Pressure difference Ρ,) [{(V,) ² / (2 X9.8)} X coefficient (0, 1 to (). 3)]

流出_Outlet flow maintenance motion energy, which is the dynamic pressure of the flow velocity V at the outlet S of the conical pressure pipe Ε Ε _Α . [(V) ² (2 X 9.8)] す_{る It} is equal to the sum of the gravitational dynamic pressure replenishment pressure Ρπ ,, _{νΛ of} claim 1 [dynamic pressure of flow velocity V {(V) ² Z ( _2X9.8 )}].

The dynamic pressure of the flow velocity V. At the minimum sectional area portion S ₃ becomes about three times the sum of the dynamic pressure of the ①-⑤.

Note that ① is necessary to generate the total gravity energy E upstream and downstream of the minimum cross-sectional area S when the flow velocity increases, but when the flow velocity becomes stable and decreases, the total gravity on the downstream side increases. It is presumed that it is unnecessary because the pressure energy E _c „can be maintained.

4. In this case, if Bernoulli's equation of motion of the conventional fluid mechanics can be applied to a water flow under atmospheric pressure, the above-mentioned resistance canceling pressure difference P _{D in} (1) and the resistance canceling pressure difference in (3)) Is just the harm that the flow velocity inside and outside the VC pipe is the same, so the fact of the above 3 shows that Bernoulli's equation of motion cannot be applied to a water flow under atmospheric pressure

5. Application of "New Law of Motion of Fluid"

Then, in this case, according to the “new law of motion of fluid”, in the hard Ρ VC pipe of the front energy supply means Β and the upstream section from the minimum sectional area S _{3 of the} conical pressure pipe Α, ② a resistor canceling the pressure difference between ③ [rho,) cancel the resistance, inlet flow maintained kinetic energy _Εκ Λ Ι 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. Cancels the resistance, and the gravitational dynamic pressure replenishment pressure of ⑤ acts as the gravitational dynamic pressure P that cannot be traced from the outlet into the conical pressure tube A, and the 流出 outflow flow maintenance kinetic energy of ④ ^. There generates a gravity total pressure energy Ec _H at a predetermined flow rate in the partial downstream from the minimum cross-sectional area portion S ₃ of the conical pressure tube A (cross-sectional area X velocity V of rigid PVC pipe).

6. According to 5 above, the gravity total pressure energy E naturally existing in the water flow upstream of the inlet of the rigid PVC pipe of the front energy supply means B, the inside of the rigid PVC pipe of the front energy supply means B and the conical pressure pipe The total gravity pressure energy E _G1 generated in the upstream section from the minimum cross section S of A and the total gravity generated in the downstream section from the minimum cross section S _{3 of the} conical pressure tube A Energy Ec ,, and downstream of the outlet of the conical pressure tube Λ II

The water flow is maintained based on the fourth law complex coexistence fusion with the gravitational total pressure energy E „that naturally exists in the side water flow.

7. And the total gravity pressure energy E (; „of the pressure energy source„ _{ΰ Ι1 at} the upstream and downstream sides of the minimum cross-sectional area S ₃ of the conical pressure pipe A is dynamic pressure of the flow velocity V ₃ of the minimum sectional area portion S ₃ of the force tube Α are the 3 times the sum of the dynamic pressure of the ①-⑤, the conical pressure tube a as described in claim 1 If an axial flow turbine with the same flow rate of the flowing water is installed in the minimum cross-sectional area S, regardless of the load factor, the flow rate of the 水 flow turbine can be varied from 0 to 100%, Since the gravitational static pressure P _G内 in the car does not change and the flow rate of the water flow does not change, energy can be extracted and used, and a part of this extracted energy can cover the artificial energy of (1) to (3) above. Is realized.

3) Demonstration test 3

As shown in Fig. 9 (c), 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.

Demonstration test No. 3 clarifies the size, action position, and action content 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 stream and the water stream passes through the inside. In addition, the Bernoulli equation of motion of the conventional fluid mechanics cannot be applied, and the “new fluid law of fluid” of the present invention can be correctly applied.Based on the fourth and fifth laws, the third kind of permanent motion Demonstrate that energy can be extracted.

1. Before start of front energy supply means B and rear energy supply means C

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.

2. When the front energy supply means B and the rear energy supply means C are activated, the water flow starts to pass through the rigid PVC pipe, and the flow velocity inside and outside the rigid PVC pipe eventually coincides, and the water flow at the entrance of the rigid PVC pipe is disturbed. Is lost.

3. 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. Of the pressure generated by the front energy supply means B and the rear energy supply means C, and the results of the first law I), 2), 3), the second law 1), 2), and the third law 1), 2), 3),

4) and 1) of the fourth law,

① Kinetic energy for maintaining the inflow flow rate, which is the dynamic pressure of the flow velocity V at the inlet S, E _{FA I} [V ²

/ (2 X 9.8)]

② Resistance canceling pressure difference Ρ ,, [{(V,) ² / (2 X9.8)} x coefficient (0.3 to 0.3) to cancel the resistance in the rigid PVC pipe of the front energy supply means B ] When,

③ When a water flow of a predetermined flow rate (flow rate of the gradient channel X inflow of the rigid PVC pipe 断面 cross-sectional area of S) flows through the conical pressure pipe A, the resistance is canceled when the flow velocity at the minimum cross-sectional area S 3 is V ₃ Pressure difference PD [{(V _;! ) ² / (2 X9.8)} X coefficient (0.1 to (!. 3)] and

流出 Outflow flow rate maintaining kinetic energy, which is the dynamic pressure of the flow velocity V at the outlet S ₆ Ε _{Λ Λ} . [V ² (2 X 9.8)]

重力 The gravitational dynamic pressure replenishment pressure P GHVA [dynamic pressure of flow velocity V {V ² /(2X9.8)}] of claim 1

抵抗 Resistance canceling pressure difference to cancel the resistance in the rigid PVC pipe of the rear energy supply means C Pt) [{(V ₅ ) ²ノ (2 X9.8)} X coefficient (0.1 to 0.3)] And the sum of

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.

Note that ① is necessary to generate the total gravity energy E c; u upstream and downstream of the minimum cross-sectional area S ₃ when the flow velocity increases, but when the flow velocity is stable and decreases, the downstream flow is required. It is presumed that it is unnecessary because it is only necessary to maintain the gravitational total pressure energy E GH on the side

4. In this case, if Bernoulli's equation of motion of the conventional fluid dynamics can be applied to a water flow under atmospheric pressure, the above-mentioned resistance canceling pressure difference P n in (1) and the resistance canceling pressure difference in (3) 前記. And the 流速 resistance canceling pressure difference Ρ,) alone is the harm that the flow velocity inside and outside the rigid PVC pipe coincides.Thus, the fact of the above 3 indicates that Bernoulli's equation of motion is Indicates that it is not applicable.

5. Application of "New Law of Motion of Fluid" In this case, according to the “New Law of Motion of Fluid”, in the rigid PVC pipe of the front energy supply means B and in the part of the conical pressure pipe A on the upstream side from the minimum cross-sectional area S ₃ ② and ③ a resistor canceling pressure differential counteracts the resistance of the inlet flow rate maintained kinetic energy E kappa _lambda of ①, but gravity total pressure energy Er at a predetermined flow rate (cross-sectional area X flow rate V of the rigid [rho VC tube), _H In the part downstream of the minimum cross-sectional area S ₃ of the conical pressure pipe Α from the part S ₃ and in the rigid PVC pipe of the rear energy supply means C, the resistance canceling pressure differences Ρ and The gravitational dynamic pressure replenishment pressure PCMVA of ⑤ acts as a substitute for the gravitational dynamic pressure P ( _{; ll} v that cannot be traced into the conical pressure tube A from the outlet, and the 流出 outflow flow maintenance kinetic energy E, .. A. Is the predetermined flow rate (the cross-sectional area of the rigid PVC pipe X A velocity V) of the total gravity energy E _G ,, is generated.

6. According to 5 above, 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 Between the total gravity energy E (; _H) generated in the rigid PVC pipe of the energy supply means C and the gravity total pressure energy Ε ( _;する) 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.

7. The total gravity force of the pressure energy source of the total gravity force energy E _c上流 at the upstream and downstream sides of the minimum cross-sectional area S ₃ of the conical pressure pipe A is the 别 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. S

3 If a water flow turbine with the same flow rate is installed regardless of the load factor, even if the load factor of the axial flow turbine is varied from 0 to 100%, the gravitational static pressure in the axial flow turbine Since P _f; ,,. Does not change and the flow rate of the water flow does not change, energy can be taken out and used, and a part of this taken out energy realizes the 3rd kind of permanent movement that covers the artificial energy of (1) to (4) above. I do.

[2] Content of the invention 2k

(1) A method of using the gravitational total pressure energy of the flowing fluid according to the first aspect of the present invention will be described.

1) Energy sources of type 3 permanent motion and irrelevant reasons for denying permanent motion by the law of conservation of energy

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 gravitational total pressure of the flowing fluid existing outside the pressure pipe PG ,, 2) According to the conditions described below, the action of supplying the total gravity of the third law of the `` new fluid law of fluid '' to the fluid in the pressure pipe And the natural gravity force P (; ,,) can be made to act as a source of pressure energy for the fluid in the pressure pipe. Since a large total gravity pressure P ( _; H can be generated by supplying artificial energy,

The reason for denying permanent motion based on the law of conservation of energy becomes irrelevant, and a third-class permanent motion can be constructed.

In other words, 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 (; „ 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.

Then, the fact that two systems of total gravity energy E (; „) of different pressure energy sources are present both on the upstream and downstream sides of the turbine or wind turbine where the energy is consumed, means that the water flow existing in the natural world It has the same shape as natural perpetual motion mechanisms such as wind, typhoon, and dragon winding, and realizes the third kind of perpetual motion that can extract energy.

2) Energy extraction means for type 3 permanent motion

By installing a water turbine or wind turbine in the pressure pipe to maintain a constant flow rate regardless of the load factor,

Even if the load factor of the water turbine or wind turbine changes in the range of 0 to 100%, the flow rate of the flowing fluid passing through the pressure pipe is maintained at a constant level and is generated in the flowing fluid inside and outside the pressure pipe. The compound coexistence and fusion action of the fourth law is satisfied with the coexistence and fusion action of the third law.

3) Imitation of the natural eternal movement mechanism existing in nature

Based on the first and second laws, 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. If the flowing fluid flows through the pressure pipe, the gravitational static pressure Pens near the water turbine or wind turbine will decrease, and the (second gravity total pressure P GH) of the flowing fluid near the inlet outside the pressure pipe = (3D Static pressure P _G „ _S + 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. By doing

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 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.

4) Making the existing laws of nature irrelevant to the reasons for denying the permanent movement

In accordance with the first and second laws, 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 The gravitational dynamic pressure replenishment pressure P; „ _VA is artificially supplied into the pressure pipe so that it works, and into the pressure pipe on the downstream side of the water turbine or the wind turbine (3rd gravity total pressure P _c „) = (flow in the pressure pipe The three-dimensional gravitational static pressure P ( _: „ _s + artificially supplied gravitational dynamic pressure supplementary pressure Pc _HVA ) acting from the outlet at the time of

Irrespective of the reasons for denying the permanent motion of the second law of thermodynamics that energy cannot be traced back, the above-mentioned items 1) to 3) have been achieved and the third type of permanent motion has been achieved.

The reason for the denial of permanent motion due to the entropy increasing law is made irrelevant in the explanation of the second law in the above-mentioned "New Law of Fluid Motion".

5) Supply of small artificial energy based on the first and second laws

Based on the first and second laws, (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.

Under the condition that the second gravitational total pressure P ( _{; ll} exists in the pressure pipe on the upstream side of the water turbine or the wind turbine, and there is no resistance against the fluid flowing below the predetermined flow rate due to the resistance canceling pressure difference PD, Or an inflow flow rate maintaining kinetic energy E _FA ,, which maintains the flow rate of the flowing fluid in the pressure pipe on the upstream side of the wind turbine at or below the predetermined flow rate.

Under the condition that the third gravity total pressure P (; _H exists in the pressure pipe on the downstream side of the water turbine or the wind turbine, and that there is no resistance to the fluid flowing below the predetermined flow rate due to the resistance canceling pressure difference Pn, or outflow rate maintained kinetic energy which remains below said predetermined flow rate of the flowing fluid on the downstream side a pressure tube of the windmill E,. _lambda., etc. by the Rukoto be artificially supplied to the pressure tube and

Resistance canceling pressure difference PD, inflow flow rate maintaining kinetic energy Ε と, and outflow flow rate maintaining kinetic energy Εκ _Α . Play a role in maintaining the flow rate of the fluid in the pressure pipe by the one-dimensional force of the third law.

In this case, as described in the description of the new law of motion of fluid, since a common predetermined flow rate of fluid passes through each part in the pressure pipe, the energy supplied to the predetermined flow rate fluid is supplied to any position in the pressure pipe. However, the supplied energy = supplied pressure × predetermined flow rate becomes the same, and the function is transmitted to the position to be operated and the function to be performed is performed.

6) Enactment of the third and fourth laws

Due to the presence of 4) and 5), 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 Εκ _Α , 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.

7) Actions of the third and fourth laws and establishment of the fifth law

Due to the above 4) to 6), based on the third and fourth laws, 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 „naturally 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 first gravitational total pressure energy E _(; „== the first gravitational total pressure P CH X flow rate and the fourth gravitational total pressure energy E _F;に are located upstream of the inlet of the pressure pipe and downstream of the outlet. = The fourth gravity total pressure P _C „X 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 „== 2nd gravity total pressure Pc„ x flow rate and 3rd gravity total pressure energy between water turbine or windmill and the outlet 3 gravity total pressure P _{G II} X It is artificially generated as a source of pressure energy, and constitutes the fifth law's natural permanent motion mechanism.

8) Actions of the third, fourth and fifth laws

Based on the third, fourth, and fifth laws, 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 tube on the upstream side of the water wheel or wind turbine, the second gravitational total pressure energy E (; "is pre-Symbol downstream said flow maintained and gravity static pressure Pc of the; while there is no resistance by the reduction of the _IIS It is converted into kinetic energy to drive a water turbine or windmill to produce an output, and a part of the output covers the artificially supplied energy.Natural water, wind, typhoon, tornado, etc. It is possible to realize a basic type of type 3 permanent movement that imitates a permanent movement mechanism.

(2) A method for using the gravitational total pressure energy of the flowing fluid according to the second aspect of the present invention will be described.

In the first aspect of the present invention, 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.

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.

When two or more openings and an outlet and an inlet facing each other at both ends of the opening are provided, 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 κ _Λ

(3) A method of using the gravitational total pressure energy of the flowing fluid according to the third aspect of the present invention will be described.

In the method of using the gravitational total pressure energy of the flowing fluid according to claim 1 or 2, the resistance canceling pressure difference Ρ, 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 _{流出) ()} etc. upstream of the water turbine or wind turbine.

Since there is only one artificial energy supply position, the structure is simplified.

(4) A method of using the gravitational total pressure energy of the flowing fluid according to the fourth aspect of the present invention will be described.

The method of using the gravitational total pressure energy of the flowing fluid according to claim 1 or 2, wherein the resistance canceling pressure difference, the gravitational dynamic pressure replenishment pressure Pc ,, _VA , the inflow flow rate maintaining movement energy EG _H1 , the outflow flow rate _{Supplementary} kinetic energy _{Ecll0 is artificially} supplied to the downstream side of the water turbine or wind turbine.

Since there is only one artificial energy supply point, the structure is simplified.

(5) A method of using the gravitational total pressure energy of the flowing fluid according to the fifth aspect of the present invention will be described.

The use of total gravity energy of flowing fluid as described in claim 1 or 2 And the resistance cancellation pressure difference P. , Gravity dynamic pressure replenishment pressure P _C „ _VA , Inflow flow maintenance kinetic energy E _GH , Outflow flow maintenance kinetic energy E _G „ _0, etc. are artificially supplied separately to the upstream and downstream of the turbine or wind turbine I do.

There are two artificial energy supply positions and the structure becomes complicated, but each energy supply means can be downsized.

(6) A method of using the gravitational total pressure energy of the flowing fluid according to the sixth aspect of the present invention will be described.

The method of using the gravitational total pressure energy of a flowing fluid according to claim 1, 2, 3, 4 or 5, wherein the cross-sectional area is reduced while being deviated in the circumferential direction from the inlet side to the water turbine or the wind turbine. By making the cross-sectional area of the outlet of the flowing fluid in the part larger than the cross-sectional area of the inlet of the flowing fluid in the part where the cross-sectional area decreases while deflecting in the circumferential direction from the outlet side toward the turbine or wind turbine , 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} static gravity P _G , _{1S I} of the flowing fluid between the turbine and the turbine and the outlet 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 Ρ. , Gravity dynamic refilling pressure P _GHVA, inlet flow maintained kinetic energy E _G ",, used as part of such outflow rate maintained kinetic energy E _G, _I0.

Since the output of the energy supply means is reduced, the energy supply means can be miniaturized, and the power loss generated when driving the energy supply means can be reduced.

(7) A method of using the gravitational total pressure energy of the flowing fluid according to the seventh aspect of the present invention will be described.

The method of using the gravitational total pressure energy of the flowing fluid according to claim 1, 2, 3, 4, 5, or 6, wherein the resistance canceling pressure difference P _n , the gravitational dynamic pressure replenishment pressure _Α ^, _νΑ , and the inflow flow amount are maintained. By changing the kinetic energy E _G ,,,, the outflow flow rate maintaining kinetic energy E _{(; ll} ., Etc.), the flow rate is changed to change the output of the water turbine or windmill.

The output can be changed, and the basic type can respond to fluctuations in water speed and wind speed outside the pressure pipe.

(8) Use of the gravitational total pressure energy of the flowing fluid according to the eighth aspect of the present invention according to claim 8 Explain the law.

In the method for using the gravitational total pressure energy of a flowing fluid according to claim 7, when the flow rate is reduced, the cross-sectional area is circumferentially increased from both the inlet side and the outlet side toward the water turbine or the wind turbine. By increasing or decreasing the cross-sectional area of the part that shrinks while deflecting in the direction, the flow velocity of the flowing fluid flowing to the turbine or the wind turbine is kept constant, and the output is maintained while the rotation speed of the turbine or the wind turbine is kept constant. Increase or decrease.

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.

Installed in the wind or water flow, or installed in a moving body that moves in the air, on the ground, on the water, or in the water, the gravitational total pressure P of the flowing fluid such as air or water existing outside flows. A pressure pipe through which the flowing fluid passes while being received from both the inlet and the outlet;

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,

Installed between the inlet and the water turbine or wind turbine, (predetermined flow rate = flow velocity outside the pressure pipe x cross-sectional area of the inlet) cancels the resistance of the following fluid flowing through the entire length of the pressure pipe. Ρ,), Gravitational motion acting in the pressure pipe downstream of the water turbine or windmill in place of Pr, HV, the gravitational dynamic pressure 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 _Refill pressure P _GHVA , in the pressure pipe upstream of the water turbine or wind turbine (second total gravity P _c „) = (static gravity in three dimensions P _c „ _s + gravitational dynamic pressure acting along the flow P GHV), the inflow flow rate maintaining kinetic energy E _FAI to maintain the fluid flow in the pressure pipe upstream of the turbine or wind turbine at or below the specified flow rate, in the pressure pipe downstream of the turbine or wind turbine. (3rd gravity total pressure P _GH ) = (acting from the outlet to the flow in the pressure pipe 3 Dimensional gravitational static pressure P _GHS + artificially supplied gravitational dynamic pressure Replenishment pressure P ( _{; HVA} ) in the presence of flow flow in the pressure pipe downstream of the turbine or windmill Outflow rate maintained kinetic energy to maintain the body of the predetermined flow rate following E kappa _lambda. Front energy supply means for supplying

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.

(10) An apparatus using the gravitational total pressure energy of a flowing fluid according to the tenth aspect of the present invention will be described.

10. The pressure pipe according to claim 9, wherein the flowing fluid passes through the inside while receiving the gravity total pressure PCM of the fluid existing outside from both the inlet and the outlet. 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.

(11) An apparatus using the gravitational total pressure energy of a flowing fluid according to the eleventh invention of the present application will be described.

10. The apparatus for using gravitational total pressure energy of a flowing fluid according to claim 9 or 10, wherein the rear energy supply means provided in the pressure pipe on the downstream side of the water turbine or the wind turbine has a resistance canceling pressure difference PD, gravity. By supplying dynamic pressure replenishment pressure P ( _{; HVA} , inflow flow rate maintenance kinetic energy E _F · _-I , outflow flow rate maintenance kinetic energy E ^ „, etc.

According to the fourth aspect of the present invention, 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.

(12) An apparatus using the gravitational total pressure energy of a flowing fluid according to the present invention according to claim 12 will be described.

The apparatus for using gravitational total pressure energy of a flowing fluid according to claim 9 or 10, 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 Ρ _(: "Ν _Λ, inlet flow maintained kinetic energy E lambda,, supplies share the outflow rate maintained kinetic energy E _FA like..

According to the fifth aspect of the present invention, 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.

(13) An apparatus using the gravitational total pressure energy of a flowing fluid according to the thirteenth aspect of the present invention will be described.

In the apparatus for using the gravitational total pressure energy of a flowing fluid according to claim 9, 10, 11, or 12, 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. .

According to the sixth aspect of the present invention, 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.

(14) An apparatus for using the gravitational total pressure energy of a flowing fluid according to a fourteenth aspect of the present invention will be described.

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. Variable.

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. Simple explanation of HI surface

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 | movement.

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 PG „.

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 method and apparatus for using the gravitational total pressure energy of a flowing fluid according to the present invention are described below. The structure and principle are the same regardless of whether the flowing fluid is water or air. Add.

When the flowing fluid is air, compression becomes a problem when the flow velocity approaches Mach 1 in the conventional theory of fluid dynamics.However, in the third kind of permanent motion based on the new law of fluid motion, the fourth law Compression does not pose a problem because there is no action / reaction between the upstream side and the downstream side due to the complex coexisting fusion action. In the case of the advanced type, if the flow velocity in the circulating pressure pipe is set to about 25 sec, the wind turbine drive flow rate V _T can be set to about 250 mZ sec, and it is smaller than water. Large output is obtained.

[I] First Embodiment: Basic type for water

This embodiment will be described with reference to FIGS.

(1) Applications

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 脬.

As an application example, it can be used by being attached to a surface ship or underwater ship. In particular, when installed on an underwater ship, the total gravity pressure P GH increases, so that a large output can be obtained.

(2) Structure

The pressure pipe 1 shown in Fig. 1 is hung from 脖 (not shown), the center sleeve of the pressure pipe 1 is made substantially horizontal, the water depth H (m) = 4 m, and the flow velocity V (m / sec) = 2 m Install at the position of / sec. In FIG. 1, 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 In addition, 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.

In the present embodiment, as shown in FIG. 1, 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.

(3) Explanation of the three-dimensional gravity total pressure and the one-dimensional resistance canceling pressure difference Pn

In Fig. 2, 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 inflow flow rate maintaining kinetic energy E ,. _AI and the outflow flow rate maintenance kinetic energy E _FA on the upstream and downstream sides of the turbine 6. And are supplied.

At the upstream side of the outlet of the turbine 6, the inflow □ 2 The second gravity total pressure P _G „= Heavy static pressure of the water flow outside

PG s + gravitational dynamic pressure P GHV exists, and downstream of the outlet of turbine 6, outflow □ 3 Total gravity of water flow outside Pen = gravitational static pressure Pes + gravitational dynamic pressure P GHV gravitational static pressure P The GHS acts from the outlet 3 to the outlet of the turbine 6, and the gravitational total pressure replenishment pressure PG, _iva supplied from the upstream side of the turbine 6 acts on the downstream side of the outlet of the turbine 6. Gravity total pressure P (: „= heavy 3 "5

_Mosquito pressure Pc, _ls + gravity total pressure refill pressure _pt;

Since 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所定 is generated and the predetermined flow rate is maintained Downstream of the turbine 6, the outflow flow rate maintenance kinetic energy E と and the third gravity total gravity E エネルギThe third gravitational total pressure energy E _fiH is generated by the coexisting fusion action with the pressure Ρ ( _; _{して)} , 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 する ( _;) , 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.

Accordingly, 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.

In the water turbine 6, the second gravity total pressure energy Ε (; „) 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.,. Is a turbine that maintains a constant flow rate irrespective of the load factor, i.e., an axial turbine, so that the turbine driving speed V _T is rotated in the turbine 6 in the circumferential direction to drive the turbine 6. 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.

Therefore, 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%. However, if 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.

(4) Design items

1) Inlet □ 2, Outlet 3 diameter and specified flow rate

1. Inlet 2, Outlet □ 3 diameter

4 m.

2. Prescribed flow rate

Predetermined flow rate ^{= 2 2 3. 1 4 X 2} = 2 5. 1 m 3 / sec

2) Available total gravity energy E (; H

The available gravity total pressure energy Ε (, „is

Gravity total pressure energy E _c „= gravity total pressure P _GH x predetermined flow rate = 9.8 X (10.33 + 4) X 25.1 (kW) = 35.24.9 kW .

3) Turbine driving velocity V _T flowing into turbine 6

When all the gravitational total pressure energy E _Gに is converted into the kinetic energy of the turbine driving velocity V.,.

The turbine speed V., '= {29.8 X (10.33 + 4)} ^1/2 = 16.8 m / sec.

4) Cross section S, S RCT and reduction ratio of the minimum cross section of front guide vane 5 and rear guide vane 7 facing turbine 6

1-8fT tSQ ¾ S F C Τ, S HOT

Cross section S FCT. S HOT = 2 5 .1 + 1 6 8 = 1.5 m

2 · Reduction rate

Reduction ratio = 1.5 ÷ (2 ² X 3.14) = 1 / 8.4

5) Energy consumption of front energy supply means 4

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.

In this case, as described in the explanation of the new law of motion of fluid, since a fluid of a predetermined flow rate commonly passes through each part in the pipe, the amount of energy supplied as a pressure to the fluid of the predetermined flow rate is No matter where it is supplied in the pressure pipe, supplied energy == supplied pressure The force x the predetermined flow rate becomes the same, and the force is transmitted to the position to be acted and the effect to be acted on.

In this embodiment, 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.

1. Resistance cancellation pressure difference P D

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.

Resistance canceling pressure difference P _D = Hydraulic turbine driving flow velocity V _T dynamic pressure X coefficient [0.05 (from the inlet 2 to the outlet of the turbine 6) + 0.2 (from the outlet of the turbine 6 to the outlet 3)] = 1 4. 3 3 X 0.25 = 3.58 m (water column)

Resistance cancellation pressure difference Ρ. Of the front energy supply means 4 required to generate the pressure = 9.8 × 3.5 × 8 × 25.1 = 1 = 8.80.6 kW

2. Gravity total pressure refill pressure P C M V A

Gravity total pressure replenishing pressure P _C, _{I VA} is the outlet 3 and the water flow outside the pressure tube 1 impossible connexion act retroactively from the outlet 3 between waterwheel 6 gravity dynamic pressure [rho _Y1iota on behalf _Ν hydraulic turbine 6 on the downstream side An artificial energy artificially supplied into the pressure pipe 1 so as to act in the pressure pipe 1,

Output of the front energy supply means 4 required to generate the gravity total pressure replenishment pressure P _{G 1I VA} = 2 ^2. 2 X 2 5 .1 = 50.2 kW

3. Inlet flow rate maintaining kinetic energy E KA,

The inflow flow rate maintenance kinetic energy Ε ΚΑ 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 Ε 後述 described later.

However, the inflow rate maintained kinetic energy Ε, upon reduction with time of the flow rate of the stable, outflow rate maintained kinetic energy Εκ the rear predicate _lambda. Is the total pressure due to the third law Since the energy E _{G I1} is generated and the generated total gravity energy E “,„ decreases the static gravity P _{G II S} near the turbine, the inflow flow rate maintaining kinetic energy E _{Α 不要} is not required. Inlet flow rate maintaining kinetic energy EA, = 2 ² ÷ 2 X 25 .1 = 50.2 kW

4. Energy supply of front energy supply means 4

Supply energy of front energy supply means 4 = Energy of resistance canceling pressure difference P „+ Total gravity replenishment pressure P _Energy of _GHVA + Inflow flow rate maintenance kinetic energy E _FA , _{-88 0.6 +5 0.2} + 5 0. 2 = 9 8 1 kW

5. Energy consumption of front energy supply means 4

Energy consumed by the front energy supply means 4 = Energy supplied by the front energy supply means 4 電力 Power efficiency of the front energy supply means 4 = 9.8 1 kW ÷ (0.95 0.8) = 1 2 9 0 kW

6) Energy consumption of rear energy supply means 8

The rear energy supply means 8 supplies the necessary energy for the following 1. Outflow flow rate maintaining kinetic energy E AO.

1. Outflow flow rate maintaining kinetic energy Εκ _Λ .

Outflow flow rate maintenance kinetic energy ΚΑ ΚΑ. Is equivalent to the kinetic energy of the water flow at the outlet 3.When increasing the flow rate, it is necessary to generate the gravitational total pressure energy E _Gにより by the coexistence fusion action of the third law. This is the energy required together with the kinetic energy for maintaining the human flow.

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.

Outflow flow rate maintaining kinetic energy, ,, Α. = 2 ² ÷ 2 X 2 5 .1 = 5 0 .2 kW

2. Supply energy of rear energy supply means 8

Supply energy of the rear energy supply unit 8 = outflow rate maintained kinetic energy EH _A. =

5 0.2 kW

3. Energy consumption of rear energy supply means 8 Energy consumption of rear energy supply means 8 = energy supplied to rear energy supply means 8 + power efficiency of rear energy supply means 8 = 50.2 kW k (0.95 X 0.8) = 66.1 kW

7) Turbine output

Turbine output (kW) = Predetermined flow rate X {9.8 X (10.33 + H)} X Turbine efficiency-Energy consumption of rear energy supply means-Energy consumption of rear energy supply means = 25.1 {9 . 8 X (1 0. 3 3 + 4)} X 0.9-1 2 9 0-66.1 = 3 1 7 2-1 3 5 6 = 1 8 1 2 kW

In addition, a part of the output, in which the water flow flowing out of the outlet 3 is circulated to the inlet 2 as described in claims 2 and 10, is a development of the third kind permanent movement of the present invention. Type

8) Control method for load fluctuations and water flow velocity fluctuations

1. For load fluctuations,

① Maintain the rotation speed of the generator 11 driven by the turbine 6 using the transmission gear.

② 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.

2. For fluctuations in the velocity of the water flow

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.

[Π] Second Embodiment: Evolution type in case of water

This embodiment will be described with reference to FIGS.

(1) Applications

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.

(2) Structure

In FIG. 3, 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.

It should be noted that 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. In this case, the function of the external energy supply means 14 is shared by the energy supply means in the pressure pipe 1.

(3) Explanation of the distribution of the three-dimensional total gravity pressure and the one-dimensional resistance canceling pressure difference P _!

In 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 In the case of FIG. 4, 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. Outflow from the outlets 3 and 3a while passing through the openings I3 and 13 to flow into the migrants 2a and 2 to circulate in the outflow and inflow circulation pressure pipe 12. The description is omitted because it is the same as that of the first embodiment of FIG.

(4) Design items

1) Diameter of inlet and outlet of pressure pipe 1 and circulating pressure pipe 1 2a, predetermined flow rate 1. Diameter of inlet and outlet 0.15 m.

Outflow with this diameter ♦ 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.

2. Prescribed flow rate

The flow velocity in the circulating pressure pipe 12a is set to 2 mZ sec.

Predetermined flow rate ^{= 0. 1 5 2 0. 7 8} 5 X 2 = 0. 0 3 5 m 3 / sec

2) Total gravity energy available

Available total gravity energy E (;,,

Gravity total pressure energy Ec, = Gravity total pressure P ( _{; H} x Predetermined flow rate = 9.8 X 10.33.0.035 (kW) = 3.5 kW.

3) Turbine driving velocity V _T flowing into turbine 6

When all the gravitational total pressure energies E _G and _F are converted into kinetic energy of the turbine drive velocity VT,

The turbine drive flow velocity V _T = {29. 8 10. 3 3} ^1/2 = 14.2 m / sec.

4) The cross-sectional areas S T, S BGT and reduction ratio of the minimum cross-sectional area of the front guide vane section 5 and the rear guide vane section 7 facing the turbine 6

1. Disconnect if] O P (; T, S BGT

Cross section S _FG , S _BGT = 0.0 3 5 + 1 _4.2 = 24.6 cm ²

2. Reduction rate

Reduction ratio = 24.6 ÷ (1 5 ² X 0.78 5) = 1 / 7.18

In the case of the advanced type, the output will be small unless the reduction ratio is less than 1/5.

5) Energy consumption of front energy supply means 4

Front energy supply unit 4, and 1. resistor cancel the pressure difference P _n below 2. Gravity and total pressure replenishing pressure P _G _"VA, the energy corresponding to the 3 inlet flow maintained kinetic energy E _r. _AI Supply.

In this case, as described in the description of the new law of motion of the fluid, since a common predetermined flow rate of fluid passes through each part in the pressure pipe, the amount of energy supplied to the predetermined flow rate of fluid is determined at which position in the pressure pipe. Even if supplied, supplied energy = supplied pressure x predetermined flow Two

The amount becomes the same, and it is transmitted to the position where it should be acted, and acts as it should. In this embodiment, 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.

1. Resistance canceling pressure difference P _D

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.

Resistance canceling pressure difference ,,, = Dynamic pressure of turbine drive flow velocity V _T X coefficient [0.05 (from inlet 2 to outlet of turbine 6) + 0.2 (from outlet of turbine 6 to outlet 3) ] = 10. 33 X 0.25 = 2.58 m (water column)

Output of front energy supply means 4 necessary to generate a resistance canceling pressure difference -9.8 X 2.58 X 0.035 = 0.88 kW

2. Gravity total pressure refill pressure P GHVA

Gravity total pressure replenishment pressure P _{C II V} Up to spill □ 3 and spill between turbine 6 □ Pressure pipe that cannot act retroactively from 3 1 Gravity dynamic pressure of external water flow P Pressure pipe downstream of turbine 6 instead of GMV為 Artificial energy that is artificially supplied into the pressure pipe 1 so as to act within 1

Gravity total pressure replenishing pressure P _G, the output of the front energy supply unit 4 required to generate _{^{IVA = 2 2 ÷ 2 X 0}} . 0 3 5 = 0. 0 7 kW

3. Kinetic energy E KA,

The inflow flow rate maintaining kinetic energy,, .. _{Λ 、} is the inflow flow rate maintenance kinetic energy Ε

When increasing the flow rate, it is necessary to generate the gravitational total pressure energy EG, by the coexistence fusion action of the third law, and together with the outflow flow rate maintenance kinetic energy E の described later, Required energy.

However, the inflow flow rate maintenance kinetic energy Ε _{Ι 、} is the outflow flow rate maintenance kinetic energy Ε κ _Λ described later when the flow rate is stable and when it decreases. Generates the gravitational total pressure energy E _Gにより by the coexisting fusion action of the third law, and the generated gravitational total pressure energy E c _H Since the pressure P ( _{; HS} is reduced, the inflow flow rate maintaining kinetic energy E κ _Λ , becomes unnecessary. The inflow flow rate maintenance kinetic energy Ε κ _{Λ Ι} = 2 ² ÷ 2 X 0.03 5 = 0.07 kW

4. Energy consumption of front energy supply means 4

Energy consumption of front energy supply means 4 = Energy supply of front energy supply means 4 電力 Power efficiency of front energy supply means 4-0 2 kW ÷ (0.95 X 0.8) = 1. 3 4 kW

6) Energy consumption of rear energy supply means 8

The rear energy supply means 8 supplies the necessary energy for the following 1. Outflow flow rate maintaining kinetic energy E 下記.

1. Outflow flow rate maintaining kinetic energy κ κ _Λ .

Outflow flow rate maintenance kinetic energy Ε _Λ . Is the kinetic energy of the outflow flow rate maintenance Ε

When increasing the flow rate, it is necessary to generate the gravitational total pressure energy by the coexistence fusion action of the third law, so this is the necessary energy together with the inflow flow rate maintaining kinetic energy E,, described above.

And the outflow flow rate maintenance kinetic energy Ε _ΡΛ . Is necessary to generate the gravitational total pressure energy E _Gf , by the coexistence fusion of the third law, when the flow rate is stable and when the flow rate decreases, but the generated gravitational total pressure energy E _GH is gravity static pressure P _r, Runode reduces the _HS, inlet flow maintained kinetic energy E _{f AI} mentioned above becomes unnecessary.

Outflow flow maintenance kinetic energy E _{f A.} = 2 ² ÷ 2 X 0. 0 3 5 = 0.0 7 kW

2. Energy consumption of rear energy supply means 8

Energy consumption of the rear energy supply means 8 = Energy supply of the rear energy supply means 8 電力 Power efficiency of the rear energy supply means 8 = 0.07 kW ÷ (0.95 X 0.8) = 0.09 k W

7) Energy consumption of external energy supply means 14

The external energy supply means 14 has the following external flow rate maintaining kinetic energy E O-

Λ and the external resistance canceling pressure difference P _D. Supply the necessary energy to

External resistance cancellation pressure difference Ρ. . 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 _λ .

External flow maintenance kinetic energy E. = 2 ² ÷ 2 X 0 .0 3 5 = 0 .0 7 kW External resistance cancellation pressure difference Ρ. . = 2 ² + 2 X 0. 0 3 5 = 0.07 kW 1. Energy consumption of external energy supply means 14

Energy consumption of external energy supply means 14 = Supply energy of external energy supply means 14 Power efficiency of external energy supply means 14-0.14 kW ÷ (0.95 X 0.8) = 0.1 8 kW

8) Turbine output

Turbine output (kW) = Predetermined flow rate X {9.8 X 10.3 3} X Turbine efficiency-Energy consumed by all energy supply means Energy consumed by rear energy supply means Energy consumed by external energy supply means = 0 .0 3 5 X 9.8 X 10.3 x 0.9.9-1.34-0.09-0.18 = 3.19-1.61 = 1.58 kW

The turbine output will be 1.558 kW.

When six units are installed in parallel, about 9.5 kW = about 13 IP.

9) Control method for load fluctuation

1. For load fluctuations,

① Maintain a constant rotation speed of the generator 1 駆動 driven by the turbine 6 using the transmission gears.

② In accordance with the increase or decrease of the load, 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.

[1Π] Basic type special application embodiment

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.

(1) Use at the orifice

As shown in Fig. 5, H, in Fig. 5 can be used as part of artificial energy.

(2) There is a head drop between two water streams

As shown in Fig. 6, H, in Fig. 6 can be used as part of artificial energy. Five

Wear.

(3) Use in artificially constructed gradient waterways

As shown in Fig. 7, 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. Industrial availability

[I] Basic type of the third kind permanent movement of the present invention

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.

And it is completely clean energy, and has great effects such as solving energy problems, improving the natural environment, and improving the living environment.

[II] Evolution type of the third kind permanent movement of the present invention

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.

For example, an advanced version of the invention is:

(1) It is possible to cover all electricity demand on behalf of various power plants including nuclear power.

(2) Eliminate use as petroleum fuel, such as replacing an automobile engine, etc., and prevent air pollution and global warming.

(3) Eternal peace and prosperity of mankind

1. The coexistence and fusion of two forces with different directions of action of the "new fluid law of fluid", a new natural law that constitutes the third kind of permanent motion of the present invention, constitutes the permanent motion of the whole universe. The concept of coexistence and fusion is a philosophy necessary for the eternal peace and prosperity of mankind.

2. Secure energy through the Type 3 Permanent Movement, recycle resources with this energy, improve the natural and living environment, and reduce the sense of impasse and helplessness for the future. Except for k 6 l, can establish eternal peace and prosperity of the earth

Claims

The scope of the claims

1. Install a pressure pipe in which air or water flows into the inflow port and out of the outflow port in the wind or water flow, or on a moving object that moves in the air, on the ground, on water, or in water. Causing the total gravity P _Gの of the flowing fluid, such as air or water, existing outside the pressure pipe to act on both the inlet and the outlet of the pressure pipe;

Installing a water turbine or wind turbine in the pressure pipe to maintain a constant flow rate regardless of the load factor;

By providing a section where the cross-sectional area of the pressure pipe is reduced before and after the water turbine or wind turbine while deflecting in the circumferential direction from both the inlet side and the outlet side toward the turbine or wind turbine, the inside of the pressure pipe is reduced. If the flowing fluid flows, the static gravity pressure P _C „ _S near the water turbine or wind turbine decreases, and the (second gravity total pressure P _fi „) = (three-dimensional gravity force) of the flowing fluid near the inlet outside the pressure pipe Static pressure P GHS + gravitational dynamic pressure P GMV acting along the flow acts along the flow from the inlet to the water turbine or wind turbine, and the three-dimensional gravitational static pressure P CH of the flowing fluid outside the pressure pipe is increased. Acting 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 GH is different in the upstream and downstream pressure pipes of the water turbine or wind turbine;

The gravitational dynamic pressure of the fluid outside the pressure pipe that cannot act retroactively from the outlet between the outlet and the water turbine or wind turbine so that it acts in the pressure pipe downstream of the water turbine or wind turbine instead of P _{G II V} Refill pressure? ^ Is artificially supplied into the pressure pipe, and into the pressure pipe on the downstream side of the water turbine or wind turbine (3rd gravitational total pressure Pc; ,,) = (3D acting from the outlet back to the flow in the pressure pipe Gravitational static pressure P in the direction, „ _s + artificially supplied gravitational dynamic pressure supplementary pressure P

CHVA)

(Predetermined flow rate = Flow velocity outside pressure pipe X Cross-sectional area of inlet) The resistance canceling pressure difference P D, which cancels the resistance of the following fluid flowing through the entire length of the pressure pipe:

The upstream of the water turbine or wind turbine under the condition that the second total gravity exists in the pressure pipe on the upstream side of the water turbine or wind turbine, and that there is no resistance to the fluid flowing below the predetermined flow rate due to the resistance canceling pressure difference PD. Inflow flow rate maintaining kinetic energy Εκ _Αする, which maintains the flow rate of the flowing fluid in the pressure pipe on the side below the predetermined flow rate,

The third gravity total pressure Pr _; „is present in the pressure pipe downstream of the water turbine or the wind turbine, and Anti cancellation pressure difference p _f, the at a predetermined flow rate or less Urn have Without resistance to the flowing fluid condition by, outflow rate maintained kinetic energy which remains below said predetermined flow rate of the flowing fluid in a pressure tube on the downstream side of the water wheel or wind turbine Ε _Α . Is artificially supplied into the pressure pipe,

The predetermined flow rate or less of the flow fluid, said anti-canceled differential pressure had [rho, the inlet flow maintained kinetic energy _Ε ΡΛ _Ι, the outflow rate maintained kinetic energy E r _A. The gravity dynamic pressure replenishment pressure P GMV _A , flows into the inlet of the pressure pipe by wind, water flow, or movement of the moving body, etc., flows out of the outlet of the pressure pipe, and flows off.

Fluid upstream of the inlet of the pressure pipe, fluid in the pressure pipe upstream of the turbine or wind turbine, fluid in the pressure pipe downstream of the turbine or wind turbine, and fluid downstream of the outlet of the pressure pipe. However, when the flow rate is within the range of the predetermined flow rate or less according to the law of conservation of energy, the maximum common flow maintaining flow rate of each part of the pressure pipe is stabilized in a state where there is no action and no reaction,

The first gravity total pressure P «H naturally existing upstream of the inlet of the pressure pipe, the second gravity total pressure P _G間の between the migratory population and the turbine or the wind turbine, and between the turbine or wind turbine and the outlet The third gravitational total pressure P _G „and the fourth gravitational total pressure P _GH naturally existing downstream of the outlet of the pressure pipe become equal in the 别 system,

On the upstream side of the inlet of the pressure pipe and on the downstream side of the outlet, the first gravitational total pressure energy EG ,, == the first gravitational total pressure P CH X flow rate and the fourth gravitational total pressure energy E _C1 ,, = (4) The total gravity pressure P CH X flow is naturally present using the gravity total pressure P CH of the 别 system as the pressure energy source, and the second gravity total pressure energy E ( _; „= (2) The total gravity pressure P _GH X flow and the third gravity total pressure energy between the water turbine or windmill and the outlet E GH-the third gravity total pressure P _GT , X flow and the total gravity gravity P CH of different systems Artificially generated as a source,

In the pressure pipe downstream of the water turbine or wind turbine, the third gravitational total pressure energy is converted into kinetic energy without resistance to maintain the flow rate in the pressure pipe, and the gravitational static pressure near the water turbine or wind turbine is maintained. lowering the P _«HS, resistance pressure tube on the upstream side of the water wheel or wind turbine, the second gravitational total pressure energy E, but by a reduction in the maintenance of the flow rate of the downstream and gravitational hydrostatic pressure P HS In this state, a third type of permanent motion is realized in which the kinetic energy is converted into kinetic energy to drive a water turbine or a windmill to generate an output, and part of the output covers the artificially supplied energy. The total gravity of the flowing fluid How to use energy.

2. In the method for using gravitational total pressure energy of a flowing fluid according to claim 1, 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 atmosphere or water, Alternatively, it is installed on a moving body that moves in the atmosphere, on the ground, on the water, or in the water, and this pressure tube is connected to the opening that receives the total gravity P _GH of the external fluid and the flow that faces at both ends of this opening. The outlet and the inlet are provided at least at one location as an outflow / inflow circulation pressure pipe, so that the fluid flowing in the outflow / inflow circulation pressure pipe at a predetermined flow rate or less can be reduced by the total gravity of the fluid existing outside. The gravitational total pressure of the flowing fluid, wherein _流出 Ρ is _discharged from the outlet while being received by the opening, passed through the opening, flows into the inlet, and circulates in the circulating pressure pipe. How to use energy.

3. The method of claim 1 or 2, wherein the gravitational total pressure energy of the flowing fluid is used, wherein a resistance canceling pressure difference, a gravitational dynamic pressure supplementary pressure Ρ _{Η Ν Ν} , an inflow flow rate maintaining kinetic energy E CH., An outflow flow rate maintenance Kinetic energy E _GH . Characterized by artificially supplying water or the like to the upstream side of a water turbine or a wind turbine.

4. The method of claim 1 or 2, wherein the gravitational total pressure energy of the flowing fluid is used, wherein a resistance canceling pressure difference, a gravitational dynamic pressure supplementary pressure P ( _;; _VA , an inflow flow rate maintaining kinetic energy Eo „, an outflow flow rate using gravity total pressure energy of the flowing fluid to maintain the kinetic energy E _YE. etc. characterized by artificially supplied to the downstream side of the water wheel or wind turbine.

5. In use of the gravitational total pressure energy of flowing fluid according to claim 1 or 2, the resistance canceling the pressure difference [rho ,,, gravitational dynamic refilling pressure P _C _"VA, inlet flow maintained kinetic energy E CH,, A method of using the gravitational total pressure energy of a flowing fluid, wherein the kinetic energy E _G維持 of the outflow flow rate is artificially supplied separately to an upstream side and a downstream side of a water turbine or a wind turbine.

6. In the method of using the gravitational total pressure energy of the flowing fluid according to claim 1, 2, 3, 4, or 5, the cross-sectional area is reduced while deflecting in a circumferential direction from the inlet side to the water turbine or the wind turbine. The cross-sectional area of the outlet of the flowing fluid in the area where the cross-sectional area shrinks while deflecting in the circumferential direction from the outlet side to the water turbine or wind turbine should be larger than the cross-sectional area of the population of the flowing fluid. The second flow of fluid between the inlet and the turbine or windmill Inlet gravity of the flowing fluid at the inlet of the turbine or wind turbine due to the gravity total pressure energy E _g車 Static pressure P (; „ _SL is the third gravity total pressure energy E of the flowing fluid between the turbine or wind turbine and the outlet

_Gamma, and higher than the outlet gravity static pressure P GHSO at the outlet of the water wheel or wind turbine according Micromax, the these static pressure difference between the resistance canceling the pressure difference [rho,), gravity hydrodynamic replenishment pressure [rho _{0Itanyuramuda,} inflow rate maintained Kinetic energy E _{GFL L} , outflow flow maintenance kinetic energy E _GH . A method of using the gravitational total pressure energy of a flowing fluid, which is used as a part of the method.

7. The method of using the gravitational total pressure energy of a flowing fluid according to claim 1, 2, 3, 4, 5, or 6, wherein a resistance canceling pressure difference Ρ,), a gravitational dynamic pressure replenishment pressure _ΰ _{ΰ ΛνΛ} , Inflow flow maintenance kinetic energy Ε ,,,,, Outflow flow maintenance kinetic energy E By changing the GMO, etc., the flow rate is changed to change the output of the water turbine or windmill. How to use total pressure energy.

8. In the method of using the gravitational total pressure energy of the flowing fluid according to claim 7, when increasing or decreasing the flow rate, the cross-sectional area is in a circumferential direction from both the inlet side and the outlet side toward the water turbine or the wind turbine. By reducing the cross-sectional area of the shrinking part while deflecting it, the flow velocity of the flowing fluid flowing into the turbine or wind turbine is kept constant, and the output is increased or decreased while the rotation speed of the turbine or wind turbine is kept constant A method of using the gravitational total pressure energy of a flowing fluid.

9. Installed in the wind or water flow, or installed in a moving object that moves in the air, on the ground, on the water, or in the water, the gravitational total pressure P of the flowing fluid such as air or water existing outside A pressure pipe through which the flowing fluid passes while receiving _GH from both the inlet and the outlet, a water turbine or a windmill provided in the pressure pipe to maintain a constant flow rate regardless of the load factor,

A front guide vane which is provided before and after the water turbine or wind turbine and reduces 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; The rear guide vane,

Installed between the inlet and the water turbine or windmill to cancel the resistance of the following fluid flowing through the entire length of the pressure pipe (predetermined flow rate-flow velocity outside the pressure pipe X cross-sectional area of the inlet) Resistance cancellation pressure difference Ρπ, outflow Π and water turbine or windmill can work retroactively from the outlet Gravity dynamic pressure PG of l no pressure outside the tube for flowing fluid, gravitational dynamic refilling pressure PGHV _A acting a pressure tube on the downstream side of the water wheel or wind turbine on behalf of the _iv, the upstream pressure within the tube of water turbine or wind turbine ( Second gravity total pressure P _{r; ll} )

+ The flow in the pressure pipe on the upstream side of the water turbine or wind turbine under the condition that the gravitational dynamic pressure P ^ _v ) acting along the flow _{exists.5 The} inflow flow rate maintaining kinetic energy E _FAi , which keeps the dynamic fluid below the predetermined flow rate. Or, into the pressure pipe downstream of the wind turbine (3rd gravitational total pressure P _G „) = (3D static gravity P _GHS acting from the outlet back to the flow in the pressure pipe P _GHS + artificially supplied gravity dynamic refilling pressure P. _{(; IIVA)} for supplying said flow stream of a pressure tube in the downstream side of the water wheel or wind turbine a predetermined flow rate outflow rate maintained kinetic energy to maintain the following E _PA like under the condition that exists 0 Front energy supply means;

An energy transmission / supply means for supplying a part of the output of a water turbine or a windmill to the front energy supply means.

In use apparatus gravity total pressure energy of flowing fluid according to 1 0. claim 9, internal flow fluid while receiving gravity total pressure P _G "of the fluid present in the external 5 from both the inlet and the outlet Is installed in the air or water, or installed in a moving body that moves in the air, on the ground, on water, or in water, and the total gravity of the fluid existing outside, p _{; l!} An apparatus for using the gravitational total pressure energy of a flow 0 fluid, characterized in that it is an outflow / inflow circulation pressure pipe provided with at least one receiving opening and an outlet and an inlet facing each other at both ends of the opening. .

11. In the apparatus for using gravitational total pressure energy of a flowing fluid according to claim 9 or 10, the rear energy supply means provided in the pressure pipe on the downstream side of the water turbine or the wind turbine has a resistance canceling pressure difference. . , Gravity dynamic pressure refill pressure Pc „ _VA , Inlet flow rate maintaining kinetic energy E

, Λ,, Outflow flow rate maintenance kinetic energy Ε Α. An apparatus for using the gravitational total pressure energy of the flowing fluid 5, characterized in that it supplies the fluid.

1 2. The apparatus for using gravitational total pressure energy of a flowing fluid according to claim 9 or 10, wherein: a front energy supply means provided in a pressure pipe on an upstream side of a water turbine or a wind turbine; And the rear energy supply means provided in the pressure tube on the side of the side. , Gravity dynamic pressure replenishment pressure P _CHVA , inflow flow rate maintaining kinetic energy E f _A ,, Outflow flow rate maintenance kinetic energy Ε _{Ρ Λ Λ} . A device that uses the gravitational total pressure energy of a flowing fluid, characterized in that the fluid is shared and supplied.

13. The device for using gravitational total pressure energy of a flowing fluid according to claim 9, 10, 10, 11, or 12, wherein a cross-sectional area of an outlet of the front guide vane portion is equal to that of the rear guide vane portion. Apparatus for using total gravitational energy of flowing fluid characterized by being larger than the cross-sectional area of the inlet

I4. 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 front guide vane portion and a rear guide vane portion are provided. An apparatus for using the gravitational total pressure energy of a flowing fluid, wherein a sectional area of the fluid is variable.