WO1997002429A1

WO1997002429A1 - Method and device for using gravity total pressure energy of flowing fluid

Info

Publication number: WO1997002429A1
Application number: PCT/JP1996/000045
Authority: WO
Inventors: Toshitaka Yasuda
Original assignee: Toshitaka Yasuda
Priority date: 1995-07-04
Filing date: 1996-01-08
Publication date: 1997-01-23
Also published as: AU6243896A; AU4400296A; WO1997002430A1

Abstract

In the basic type of method for using gravity total pressure energy of flowing fluid according to the present invention, perpetual motion of the third kind is realized by placing a pressure tube having at a central portion thereof an axial flow water wheel or a windmill having a form similar to the axial flow water wheel in flowing fluid under atmospheric pressure, reducing the cross section of the pressure tube both from inlet and outlet ports towards the water wheel or windmill while deflecting the cross section in a circumferential direction, supplying to a position near the inlet port where the cross section is larger a resistance offsetting pressure difference for offsetting all the pressures generated when a predetermined volume of flowing fluid passes through the pressure tube to zero, supplying from the outlet of the water wheel or windmill towards the upstream side a gravity dynamic pressure supplementing pressure corresponding to the gravity dynamic pressure of flowing fluid near outside the outlet port of the pressure tube, and supplying to the position near the inlet port where the cross section is larger flow rate maintaining kinetic energy which is kinetic energy of a flow rate obtained when the predetermined volume of fluid passes through the supply position thereof.

Description

Specification

Method of using total gravity energy of flowing fluid and its device

Based on the new hydrodynamics of the fluid under the atmospheric pressure shown in [VI] in the background of the invention, the contents of the study of the present invention are summarized and the water flow under the atmospheric pressure includes the atmospheric pressure and the water flow. each position in the gravitational total pressure PGH acting on existing three-dimensional directions and fixed supplies gravity total pressure _Ρ ΰ "to the water flow passing through the Kurai鬵as shown in FIG. 5, the slope of m SL water flow in Work in one-dimensional direction along the flow at each position in the water flow

重力 Η Π si = si η ^ ·,,: 'generates a flow velocity V and maintains the flow rate of the flowing fluid to which the gravitational total pressure P c 供給 is supplied as described above. Has an effect. Then, due to this coexistence and fusion action, at each of the above positions, the total gravity energy of energy EC Η = total gravity pressure PC,, X flow = gravity static Ρ: X flow + gravity dynamic pressure PCHVX flow-static gravity energy E π ·, + Gravitational energy Er. V is maintained and the flow rate is maintained.

Here, the coexistence fusion action is a concept that two forces with different action direction dimensions act on each other on the condition of the other side as a necessary condition and separate the work component ^ to perform the maximum amount of work. If this continues in a steady state due to natural energy, it becomes a natural permanent movement. Actually, when a water turbine is provided in a steady flow water flow under atmospheric pressure, the water turbine can be driven by the kinetic energy of the water flow without supplying artificial energy. That is, a steady stream of water or wind under atmospheric pressure is a natural permanent motion that can use its total gravitational pressure {,,.

On the other hand, the present invention is a third kind of permanent movement that is realized in combination with the natural permanent movement.

The basic type of the present invention includes a pressure pipe provided with an axial flow turbine or a wind turbine having the same structure in the center, in a constant flow of the flowing fluid under the atmospheric pressure where the g-permanent motion exists. In order to take advantage of the characteristics of the axial flow turbine type as described in (4) 11 of the new hydrodynamics [W] in the background art section, the cross-sectional area of the pressure pipe is set to the inlet and outlet. , While being deflected in the circumferential direction toward the water turbine or wind turbine from both sides, the frontal energy supply means is provided at a position where the cross-sectional area near the inflow port is large. Rear energy supply means is provided at a position where the area is large 0

In the above state, the gravitational static pressure PCHS acts from the δ direction between the inflow port and the outflow port 前記 of the pressure tube due to the difference in the action direction dimensions that do not match, but the gravitational dynamic pressure P r. It works only from the inlet of the pressure pipe. Therefore, a fluid under atmospheric pressure cannot flow into the pressure pipe.

In the above-mentioned state, the present invention provides a method as described above, wherein a resistance counteracting pressure difference P, corresponding to the gravity total pressure difference P in the natural world, a gravity dynamic pressure supplement pressure PGMVA corresponding to the gravity dynamic pressure PH in the natural world, The flow rate maintaining kinetic energy E, which maintains the same flow rate in the pressure pipe as the steady flow of the flowing fluid under the atmospheric pressure in which the permanent motion exists, and the front energy supply means and the By supplying artificially from the rear energy supply means and artificially interrupting the total gravity energy E Γ.M in the pressure pipe on the downstream side of the water turbine or the wind turbine, the flow in the pressure pipe is achieved. By making the state of the fluid the same as the state of the steady flow of the flowing fluid under the atmospheric pressure where the natural eternal motion exists, the complex coexistence fusion action between the moving fluid in the pressure pipe and the flowing fluid under the atmospheric pressure occurs. Constitutes the third culm movement It relates the use of gravity total pressure energy of liquidity fluid is converted into kinetic energy to drive the water wheel or wind turbine and its equipment; the gravitational hydrostatic pressure [rho ^ 'in the pressure tube. According to a further development of the present invention, a circulating pressure pipe having two openings for taking in the total pressure of gravity {π _} is attached between the flow port and the outlet of the above-mentioned basic type pressure pipe. By setting the state of the flowing fluid in the circulating pressure pipe to the same condition as the state of the steady flow of the flowing fluid under atmospheric pressure in which the natural permanent movement exists, the third kind of permanent movement is constituted. Background technology

In this column, [I] the relationship between natural eternal motion existing in nature and type 3 eternal motion, [Π] necessary conditions for type 3 eternal motion, [m] basic type of type 3 eternal motion, and [ W] Advanced configuration, [V] Problems of conventional fluid mechanics, [VI] Explaining the relation between new fluid mechanics and conventional reasons for denying permanent motion.

[I] Relationship between the natural perpetual motion existing in nature and the third type of perpetual motion of the present invention: (1) Relation between the permanent motion of celestial bodies and the third perpetual motion of the present invention:

In the eternal motion of the celestial body, it is assumed that the motion consisting of the balance between the linear kinetic energy of the explosion at the birth of the universe and the universal gravitational force is maintained without any resistance loss, so there is resistance loss on the earth The structure is different from that of the permanent movement in which the energy is supplied, that is, there is no energy supply mechanism.

However, the fact that two forces with different working direction dimensions of universal gravitational force and linear kinetic energy are balanced to establish permanent motion means that permanent motion consisting of repetitive motion or reversible change has two different working direction dimensions. Implies the need for coexisting fusion effects.

(2) Relationship between the natural perpetual motion on the earth and the type 3 perpetual motion of the present invention:

1. In the steady flow of water at atmospheric pressure, according to new hydrodynamics, there is a natural permanent motion as described in the technical field.

When providing a water turbine in the water flow, the water flow loses kinetic energy by driving the hydraulic turbine, the gravitational total pressure Pe, an amount corresponding gravity static pressure P _C "lost kinetic energy _by; because increases, increased The kinetic energy is immediately recovered by the coexistence and fusion action of the gravitational static EEPr ,,, s and the gravitational total pressure difference PG _HI), that is, the condition of the permanent motion that does not affect the steady flow is satisfied.

2. In the wind under atmospheric pressure, according to the new fluid dynamics, the total pressure P _GH, which is the atmospheric pressure and is fixed at each position in the wind and acts in three dimensions, passes through that position The gravitational total pressure P (: u is supplied to the wind The gravitational total pressure difference Pe at the position and acting in the one-dimensional direction along the flow generates the wind velocity V, and as described above, the coexistence fusion action that maintains the flow rate of the wind supplied with the gravitational total pressure P ( _; Then, due to this coexisting fusion action, the gravity total pressure energy E (; H = gravity total pressure P CH X flow = static gravity pressure P _{C IL S} X flow + gravity dynamic pressure において ,, HV X flow at each position -Gravity static pressure energy E _G ,, _S + Gravity dynamic pressure energy EG is maintained and the flow rate is maintained If the above phenomenon continues in a steady state with natural energy, it will become a natural permanent motion.

Actually, if a windmill is installed in the wind, the wind that drives the windmill and loses kinetic energy will increase the static gravity Pc. By the amount of the kinetic energy lost by the total gravity PCH. The kinetic energy is immediately recovered by the coexistence and fusion of the static pressure P and the previous, 记 gravity total pressure difference Ρ ^ π ,. In other words, it satisfies the condition of permanent motion that does not affect the steady flow.

3. As described in the latter half of the technical field, the third type of permanent motion of the present invention includes a basic type and an advanced type. And complex coexistence and fusion.

[Π] Conditions for establishing the third kind of permanent movement of the present invention:

The method and apparatus for using the energy of a flowing fluid under atmospheric pressure according to the present invention are as follows. The conditions for establishing the third type of permanent motion are as follows. These are achieved by conventional hydrodynamic theory. No, but based on new fluid dynamics, this can be achieved as described below.

(I Set the boundary conditions to make the reason for denial of the kind-permanent motion irrelevant by the law of conservation of energy that the output larger than the input energy cannot be obtained.

(2) Setting boundary conditions that make the reason for denying the second kind of permanent motion based on the second law of thermodynamics that energy does not trace back irrelevant.

(3) Boundary conditions that make the reason for denial of the second kind of permanent motion by the event D-pee increasing law that there is no reversible reaction irrelevant.

[] Basic type of the third kind of permanent movement of the present invention: As shown in Fig. 1, the basic type of the third type of permanent motion device of the present invention is to provide an axial flow turbine or a pressure tube provided with a windmill of the same shape in the center at atmospheric pressure where natural permanent motion exists. It is installed substantially horizontally in the flowing fluid, and in order to take advantage of the characteristics of the flowing water turbine type, the sectional area of the pressure tube is deflected in the circumferential direction from both the inlet and the outlet toward the water turbine or the wind turbine. The front energy supply means is provided at a position where the cross-sectional area near the inflow port is large, and the rear energy supply means is provided at a position where the cross-sectional area near the outflow port is large.

The basic type of the third kind of permanent movement method of the present invention is that a fluid of a predetermined flow rate passes through the pressure pipe under the condition that the total gravity P acts on the pressure pipe from the front energy supply means. The pressure difference P that cancels all the resistances that occur when the resistance cancels. And a gravitational dynamic pressure supplementary pressure P c _HV A corresponding to the gravitational dynamic pressure P _CHV of the flowing fluid near the outside of the outlet of the pressure pipe, and the gravitational total pressure P _GH is supplied from the rear energy supply means. by the said predetermined flow rate of fluid in conditions acting on the pressure tube to provide a flow rate maintained kinetic energy E ,, _lambda is the kinetic energy of the flow rate during passing through the rear energy supply unit, in FIG. 2 As shown, between the front energy supply means and the outlet of the pressure pipe, the total pressure P obtained by adding the resistance cancellation pressure difference PD to the gravity total pressure Pc; Due to the characteristics of the axial flow turbine type described in 11 of [VI], the turbine is distributed with a gradient that maintains a predetermined flow rate in the pressure pipe regardless of the presence or absence of a load on the turbine or wind turbine. Thereby, as will be described later, the third kind of permanent movement is established.

[IV] Type III Permanent Movement Evolution Type of the Present Invention:

As shown in FIG. 3, a developed type of the third type of permanent exercise apparatus of the present invention is that a connection between the inlet and the outlet of the basic type pressure pipe is made by a circulating pressure pipe having a uniform cross-sectional area. A sealed circulating pressure pipe, a predetermined area that opens upward to the atmospheric pressure at the inlet and outlet and receives the total gravity P en including atmospheric pressure (the inlet or outlet of the original pressure pipe) (The cross-sectional area of the outlet or more) is provided, and an external energy supply means is provided in the circulating pressure pipe. The bay of the circulating pressure pipe Provide a separator at the curved part so as not to bias the flow rate.

A development of the third type of permanent movement method of the present invention is characterized in that the external energy supply means cancels out the resistance of the circulating pressure pipe portion with respect to a predetermined flow rate to zero, thereby reducing the pressure difference PDO between the external resistance and the flowing fluid. External flow maintaining kinetic energy E _F ,, which maintains a predetermined flow rate. Is supplied to the fluid at a predetermined flow rate in the circulating pressure pipe, the same as that of the fluid under atmospheric pressure in which a natural permanent motion exists in the basic type, and the `` gravity total ft energy per unit time per unit passing flow rate '' E π π = gravitational static pressure energy EGHS + gravitational dynamic pressure energy E ct _tl ,. ”, So that the force in the pressure tube of the basic type can be obtained in the same manner as in the case of the basic type. An advanced type of permanent motion of the third kind can be constructed which realizes a double-A coexistence fusion action of the total pressure energy EH and the total gravity energy of pressure H in the circulating pressure pipe.

[V] Problems of conventional hydrodynamics:

Conventional hydraulics and hydrodynamics, the handling of closed liquidity fluid gravity all P does not work ¾ have made great achievements without practical problems - but the conventional ⁷ K mechanics and hydrodynamics Man: The theory of flowing fluid under pressure is fundamentally wrong.

In fact, conventional hydraulics do not use the conventional equations of motion of fluid dynamics, but use empirical formulas, or empirical knowledge, independent of theory, for flowing fluids under atmospheric pressure. And processing according to the actual situation

According to the conventional fluid dynamics, there is a potential energy in the case of water and no potential energy in the case of air, but in a flowing fluid, there is a fluid having the same mass in the surroundings, so that both the water and the air have potential energy. Is no harm.

In conventional hydraulics and fluid dynamics, Bernoulli's equation, the equation of motion of Euler's equation, and the equation of motion of Navier's dex for water flows under atmospheric pressure use non-existent position energy as an energy source. Therefore, Bernoulli's equation cannot explain that the water flow under atmospheric pressure has the highest flow velocity slightly below the water surface. As is well known, the equation of motion of Woiler has completely different analysis results. Navigation The Estokes equation of motion is completely different from the actual situation because the analysis result is a simple curve expression or a simple curved surface expression unrelated to the motion of the flowing fluid.

The water flow under the atmospheric pressure and the wind are both flowing fluids, so they are harmful to have the same mechanism. However, the general description of the water flow in an open channel cannot be applied to the wind. Also, the conventional equations of fluid dynamics cannot explain the method of using the gravitational total pressure energy of a flowing fluid under atmospheric pressure and the phenomena occurring in the apparatus according to the present invention.

[VI] Elimination of the new fluid dynamics and the conventional reasons for denying permanent motion that are the basis of the third type of permanent motion of the present invention:

The inventor questioned the potential energy of fluids learned at school from his childhood experience of playing with water, and as mentioned above, the conventional equation of motion in hydrodynamics shows that the energy of flowing fluid under atmospheric pressure Because I can't explain the actual situation of the flow

, I "energy source of flowing fluid under atmospheric pressure. Predict that I has unknown parts

The study of the present invention was started by clarifying the “energy source” of a flowing fluid under atmospheric pressure, and after about 5 years of study, the following new fluid dynamics was obtained.

(1) Problems of conventional hydrodynamics i:

Conventional fluid dynamics uses non-existent potential energy as an energy source when handling fluid flowing under atmospheric pressure.

(2) Problems of conventional fluid dynamics part 2:

Since there is generally no pond below the apple 榭, Newton's law of motion states that, without any conditions when applied to fluids, the force is force == mass x acceleration, and force is mass accelerated It exists only in the direction in which

In the conventional fluid dynamics, the equation of motion is created based on Newton's law of motion. The gravitational total pressure PGH, which is stationary at each position in the fluid and acts in a three-dimensional direction, acts on the flowing fluid passing through that position by the gravitational static pressure energy E _{C li s} = (acts at that position The total gravity pressure per unit area P (: H) X (the minimum cross-sectional area through which the total gravity pressure P c ,, acting on that position passes) X (the flow rate at that position) is It overlooks that the fluid is supplied from a direction where there is no movement. That is, as described above, it is overlooked that the steady flow of the flowing fluid under the atmospheric pressure is a natural permanent motion in which energy is supplied from the gravitational total pressure PGH that exists at each position in a stationary state.

(3) The steady flow of a flowing fluid under atmospheric pressure is a natural permanent motion, and its analysis method is as follows:

In the case of a water flow, the steady flow of a flowing fluid under atmospheric pressure includes the atmospheric pressure and is fixed at each position in the water flow, and the total gravitational pressure P _GH acting in a three-dimensional direction passes through that position. The gravitational total pressure PGH is supplied, and the gravitational total pressure difference P _Ci1 ,,-sin θPGH acting at one position in the water flow and acting in a one-dimensional direction along the flow is generated by the gradient of the water flow, and the flow velocity V is generated. Thus, there is a coexistence fusion action that maintains the flow rate at which the gravity total pressure P _CH is supplied. Due to this coexistence and fusion action, the total gravity pressure energy E u = total gravity pressure P _{[: li} flow rate = static gravity pressure P _GHS flow rate + gravity dynamic pressure PGMV X flow rate = static gravity energy E,, _S + The gravitational dynamic pressure energy EW, is maintained, and the gravitational total pressure energy to be generated on the upstream side and the gravitational total pressure energy to be generated on the downstream side coexist and fuse to maintain the common maximum gravitational total pressure energy. And the flow rate is maintained. When a water turbine is provided in such a steady flow of water, energy is supplied by the total gravity PG, so that the water turbine can be driven by the kinetic energy of the water flow without supplying artificial energy. In other words, a steady stream of water under atmospheric pressure is a natural permanent motion that can receive energy from the total gravity pressure Pen and use its kinetic energy.

Steady flow of the flowing fluid under atmospheric pressure, in the case of wind, gravity total pressure P _C H acting on the existing three-dimensional directions is fixed to whom location in there air at atmospheric pressure to pass through that position The gravitational total pressure Ρπ „is supplied to the wind, and due to the gradient of the atmospheric pressure, the gravitational total pressure difference Ρ ( _{; ΗΙ)} at each position in the wind and acting in the i-dimensional direction along the flow generates the flow velocity V Then, there is a coexistence fusion operation for maintaining the flow rate of the wind supplied with the total gravity pressure as described above. E (; „= gravity total pressure P CH X flow = static gravity P CHS X flow + gravity dynamic pressure P _{CH V} X flow = gravity static pressure energy E (:„ _S + gravity dynamic pressure energy E CHV is maintained Further, the total gravity pressure energy to be generated on the upstream side and the gravity total pressure energy to be generated on the downstream side are combined and coexisted and fused, so that the common maximum gravity total pressure energy is maintained and the flow rate is maintained. When a windmill is provided for such a steady flow of wind, energy is supplied by the total gravity, so that the windmill can be driven by the kinetic energy of the wind without supplying artificial energy. The steady flow wind is a natural perpetual operation in which energy is supplied from the gravity total pressure _PGH and its kinetic energy can be used.

The analysis of flowing fluid under atmospheric pressure uses a microfluidized bed or a microfluidic tube, and the coexistence and fusion of the total gravity P _{(; l} and the total gravity difference Ρ Γ, The microfluidic bed or the microfluidic tube based on the assumption of the combined coexistence and fusion of the action and the total gravity pressure _Pu and the total gravity difference _{pr; fM)} existing on the upstream side and the downstream side. Set and analyze. When a vortex is formed, a complex coexisting fusion action is formed in the vortex, and the vortex that has completed the complex coexisting fusion action becomes an independent vortex.

(4) Flowing fluid in a pressure pipe installed in a flowing fluid under atmospheric pressure:

As in the basic type of the third type of permanent motion apparatus of the present invention, a pressure pipe provided with an axial flow turbine or a windmill of the same shape at the center in a flowing fluid under atmospheric pressure which is a permanent motion. Installed almost horizontally, 1 below! In order to utilize the characteristics of the axial flow turbine type based on the above, the sectional area of the pressure pipe is reduced while being deflected circumferentially toward the turbine or wind turbine from both the flow port and the outlet, and A front energy supply means is provided at a position with a large cross-sectional area near the inflow port, and a rear energy supply means is provided at a position with a large cross-sectional area near the outflow port, as in the basic type of the third type permanent movement method of the present invention. In addition, from the front energy supply means, all resistances generated when a flow fluid of a predetermined flow rate passes through the pressure pipe under the condition that the total gravity P GH is working in the pressure pipe are set to 0. a resistor cancel the pressure difference p _D counteract the gravity hydrodynamic replenishment comparable to gravity dynamic pressure P of the flowing fluid outflow extraoral vicinity of the pressure tube压 Supplying a force P _{CH VA,} from the rear energy supply unit, gravity total pressure P CH said predetermined flow rate of fluid in conditions acting on the pressure tube is in the flow rate of the time of passing through the rear energy supply unit when supplying a kinetic energy flow maintained kinetic energy E _FA, there is the following phenomenon.

1. Artificial static pressure ゃ artificial kinetic energy is supplied in accordance with the following phenomenon 2. The boundary condition for controlling the flow inside the pressure pipe and combining and coexisting with the flow of natural permanent motion outside the pressure pipe. Can be satisfied, and a boundary condition for realizing the coexisting fusion action and the complex coexistence fusion action of the third kind of permanent motion can be configured in the pressure pipe. In this case, various forces and energies are mixed in the pressure pipe. However, as will be described later, the artificial static pressure / artificial kinetic energy has the action direction dimensions of gravity total pressure 、, gravitational dynamic pressure P CHV, gravitational static pressure. pressure _{P,:!, s,} gravity all the pressure energy _Ε Π ,,, gravity dynamic energy E _GHV, if different from the action direction dimension of the forces of nature and the energy of such gravity static pressure energy Ems, Ya said of the forces of nature It shares an action separate from energy and performs the same action if the action direction dimensions match.Also, there is no partner to coexist and fuse even if it exists partially in excess. Since it passes through a pipe, it is relatively easy to control it according to the purpose.

2. In a flowing fluid under atmospheric pressure, the gravity total pressure and the gravity total pressure difference Ρ, · _; „are naturally distributed and present in the fluid, but in the case of the pressure tube, the resistance cancellation By artificially supplying the pressure difference PD and the gravitational dynamic pressure supplementary pressure P c, i, and the flow maintaining kinetic energy E _{F に} into the pressure pipe, the gravitational total pressure PG ,, = gravitational static pressure P _G „ _S + gravity dynamic pressure P GHV acts from the inlet to the outlet of the turbine or wind turbine, and only static gravity Pn _HS acts from the outlet to the outlet of the turbine or wind turbine.

At this time, the gravitational dynamic pressure supplementary pressure PCVA supplied from the front energy supply means acts as a substitute for the gravitational dynamic pressure PGHV between the outlet of the water turbine or the windmill and the outflow port. A fourth gravitational total pressure Ρππ is artificially interrupted between the pressure pipe and the outflow port. Is in the same state as a flowing fluid under atmospheric pressure, and there is a phenomenon described in 11.

The resistance canceling pressure difference P 0 that is artificially supplied to the vicinity of the inflow port in the above state has a gradient necessary to cancel the resistance of each part in the pressure pipe to 0, as shown in FIG. By distributing from the inlet to the outlet, the gravitational total pressure P GH is made to be able to operate in the flowing fluid in the pressure pipe in the same manner as in the case of a flowing fluid under atmospheric pressure, and the flow in the pressure pipe is Combination of fluid and flowing fluid under atmospheric pressure. In this case, the above control is established because the resistance canceling pressure difference and the gravitational total pressure have different action direction dimensions and act in a clearly divided manner.

The flow rate maintained kinetic energy formic E _FA that is artificially supplied to the outflow mouth near the above state, independent of the 1 1. Whether the load of the water. Car or windmill based on the description of which will be described later, the Maintaining a predetermined flow rate in the pressure pipe and artificially interrupting the fourth gravity total pressure P CH as described above, and interrupting the fourth gravity total pressure P _G „and the upstream gravity total pressure P _G Constructs a complex coexisting fusion action of H with the downstream total gravity P _R; M

3. The supply amount of the total gravity pressure P _{F: H} is proportional to the working area of the total gravity pressure PG ,, and (the total gravity pressure per unit area acting on the position Ρ ( _{: ι} ,) ( The minimum cross-sectional area through which the acting total gravity pressure P _GH passes) X (the flow rate at that position).

And because the gravitational dynamic pressure P GH is one-dimensional in the direction of flow, it can be supplied only from the upstream side.However, since the gravitational static pressure Pn _{! Ls} has three-dimensional action direction, As in the present invention, when the cross-sectional area of the pressure pipe is reduced while deflecting in the circumferential direction from both the inlet and the outlet toward the water turbine or the windmill, as shown in FIG. the outlet gravitational hydrostatic pressure One suited to the waterwheel or windmill from _P; so H _S is vacuum may be traced back from the outlet to the exit of the water turbine or windmill. This makes the reason for denying permanent motion by the second law of thermodynamics and the entropy increasing law meaningless. 4. When artificial energy is supplied into the pressure pipe, an arbitrary amount can be supplied by matching the direction of action of the artificial energy with the direction from the supply position to the operation position. Then, the supplied artificial energy becomes kinetic energy until reaching the predetermined flow rate, and becomes pressure energy after reaching the predetermined flow halo.

5. Based on 4 above, part of the artificial pressure energy supplied from the front energy supply means is distributed as a static pressure downstream from the supply position and becomes the resistance canceling pressure difference P _n And gradually consumed.

6. Based on 4 above, the remainder of the artificial pressure energy supplied from the front energy supply means is a substitute for the gravity dynamic pressure P _CH , 'which cannot be traced from the outlet at the downstream side of the water turbine or wind turbine. Gravitational dynamic pressure replenishment pressure P (; _{,, νΛ} ), and _serves to artificially interrupt the fourth gravity total pressure P _GH between the downstream side of the water turbine or wind turbine and the outlet. This, together with 3. above, renders the reason for denying the permanent motion by the second law of thermodynamics that energy does not go back and the increase law of the entrance mouth that reversible changes do not take place meaningless.

7. The flow maintaining kinetic energy supplied from the rear energy supply means is configured such that the fourth gravity total pressure P _GH is artificially interrupted between the downstream side of the water turbine or the wind turbine and the outflow port based on the above 6. Under the condition that the pressure is adjusted, the gravitational total pressure energy E _GH is generated by coexistence and fusion with the gravitational total pressure P _CH existing at the supply position. Further, in this case, based on the above 3. and 8. described later, the larger the cross-sectional area of the action position of the gravity total pressure P _CH , the larger the supply amount of the gravity total pressure P _GI , so that the flow maintaining motion The closer the supply position of the energy E ,, _Λ is to the outlet, the smaller the artificial energy to be supplied is, and the smaller the resistance energy needs to be supplied, (the resistance cancellation pressure difference Ρ, + gravity dynamic pressure supplement pressure Ρ _{π Λ} + flow rate maintenance kinetic energy Ε ) Is generated as the driving kinetic energy of the turbine or windmill, and the artificial energy can be covered by the output of the turbine or windmill.

This makes the reason for the denial of the permanent movement by the energy-conserving side, which is the experienced side, that the input energy is not large enough, meaningless. 8. In the case of artificial pressure, the amount of artificial energy supplied is proportional to the flow rate at the position where artificial pressure is supplied to the pressure pipe, and is determined by the artificial pressure X flow rate. In the case of artificial kinetic energy, it is proportional to the flow rate that the artificial kinetic energy can maintain at the position where the artificial kinetic energy coexists with the total gravity pressure P _G 、, and is determined by the total flow rate of the gravity and the maintenance flow rate of the artificial kinetic energy. .

9. In a plurality of fluid-fluid systems constituting a complex coexisting fusion action, even if one of the fluid-fluid systems has excess artificial energy, the excess

Since there is no partner for co-fusion, the maximum gravitational total pressure energy of the common coexistence fusion action does not change. Conversely, control is easy because one artificial fluid can supply and exist in one fluid-fluid system.

10. In other words, in the case of the fluid flowing in the pressure pipe, the flow rate per unit time in each part in the pressure pipe must be equal, so after the boundary condition for the establishment of the complex coexistence and fusion action is established. However, even if partial artificial kinetic energy remains, the excess artificial kinetic energy cannot operate because there is no partner to coexist and fuse, and the common maximum flow rate does not change. It remains as pressure energy. Then, if it is in the form of artificial energy, it is transmitted to the downstream side because the amount of fluid movement does not change, and is distributed as a static pressure from the supply position to the downstream side as described in 5. above. The required amount is the resistance cancellation pressure difference Ρ. Configured pressure gradient that maintains the flow rate becomes, and, the 6 as mentioned, gravity dynamic pressure P is not traced back from the outlet,;. _"V gravitational dynamic圧補charging pressure P _n is a replacement _for! , _{VA The} artificial pressure energy remaining after the above role is satisfied flows out from the outlet of the pressure tube under atmospheric pressure and is lost.

11 1. In the case of an axial flow turbine or a wind turbine of the same shape, as is widely known, when the load on the turbine or wind turbine is reduced, regardless of the load on the turbine or wind turbine, The kinetic energy exiting from the exit of the water turbine or windmill decreases, but the deflection angle of the kinetic energy in the circumferential direction, which is the dimension of the direction of action of the kinetic energy, increases and decreases so as to cancel the decrease. Of each part in The flow rate is maintained at a predetermined flow rate. Then, the driving kinetic energy that has flowed into the water turbine or windmill together with the fluid of the predetermined flow rate is the rotational kinetic energy consumed by rotating the runner of the water turbine or windmill, and the fluid of the predetermined flow rate is discharged. When the rotational kinetic energy during rotation in the water turbine or wind turbine is taken into account, the total pressure of gravity between the inlet and the outlet of the pressure pipe is shown in Fig. 2. It is maintained at a constant value as shown. On top of that, as shown in Fig. 2, the distribution of the artificially supplied resistance canceling pressure difference Pr, overlaps, and constitutes total pressure static pressure + dynamic pressure. The total pressure P has a gradient between the inflow port and the outflow port of the pressure tube to maintain the flow rate per unit time at each position. In this state, the gravity total pressure energy E of the second system naturally existing outside the inflow of the pressure pipe and the second system naturally existing between the inflow port and the outlet of the water turbine or windmill Gravitational total pressure energy E n ", the third system gravitational total pressure energy fi _f naturally existing outside the outlet of the pressure pipe, and between the outlet of the water turbine or wind-turbine and the outlet. The artificially interrupted fourth system gravity total pressure energy E is combined and coexisted and fused to maintain a predetermined flow rate and drive the water turbine or wind turbine. The output of the water turbine or wind turbine is And a third-class perpetual movement is realized.

12. In the above, all of the phenomena in the pressure pipe are all fluid phenomena based on natural laws. That is, the present invention is realized by combining the natural phenomena of a fluid exhibited by new fluid dynamics according to the purpose. That is .. [[] As stated in the conditions for the establishment of the third kind of permanent movement of the present invention, (1) the reason for denying the first kind of permanent movement by the energy conservation rule that an output larger than the input energy cannot be obtained; (2) Reason for denying the second kind of perpetual motion by the second law of passiveness that energy does not go back, and (3) Reason for denying the second kind of permanent motion by the entropy 加 addition rule that there is no reversible reaction. It becomes meaningless, and the third kind of perpetual movement is established based on the laws of nature. Disclosure of the invention

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

(1) Place of use:

The basic type of the present invention realizes the third type of permanent movement by installing the above-mentioned natural permanent movement in a flowing fluid under atmospheric pressure.

Use places are: 1. Currents such as tidal currents, ocean currents, rivers, waterways, etc., 2. In the wind, 3. Moving objects on or under water, 4, Moving objects in the atmosphere, 5. Using heads in Fig. 6. These are the swirl orifice shown in Fig. 7, two canals with a drop between water surfaces as shown in Fig. 7, and the artificial circulation canal shown in Fig. 8.

(2) Basic type of the third type of permanent exercise device of the present invention:

As shown in Fig. 1, the basic type of the third type of permanent exercise device of the present invention is a water pump or a wind turbine 6 having the same shape as that shown in FIG. In order to take advantage of the characteristics of the axial flow turbine type described in (1) of (4) of the new hydrodynamics in the section of the background art, A rear guide vane section 7 is provided to reduce the cross-sectional area of the pressure pipe 1 while deflecting it in the circumferential direction from both the inlet 2 and the outlet 3 toward the water turbine or wind turbine 6, A front energy supply means 4 is provided at a position with a large cross-sectional area near the migratory population 2, and a rear energy supply means 8 is provided at a position with a large cross-sectional area near the outlet 3. 9 is an inflow section, 9a is a front conical section for continuously changing the cross-sectional area, 10 is an outflow section, 10a is a rear conical section for continuously changing the cross-sectional area, 11 Is a generator connected to the water turbine or wind turbine 6.

When a curved or inclined pressure pipe 1 is used, the position of the inlet 2 may be higher or lower than the position of the water turbine or the wind turbine 6. The position of the outlet 3 is the same as or lower than the position of the water turbine or the wind turbine 6. In this case, the height difference is canceled by the effect of gravity on the fluid in the pressure pipe at that portion. As shown in Fig. 5, the flowing fluid is a water flow with a bottom inclination of 0, and a water depth H (m

), At the point A of the flow velocity V (m / sec),

Gravity total pressure

(1 0. 3 3 + H) (t / m 2.) - Gravity static pressure P _CHS + gravitational dynamic pressure _{P GHV - [(1 0. 3} 3 -f-Η) - {(V) 2 Bruno (2 xg)}] + {(V) ² / (2 X g)}

Gravity total pressure difference PGHU = PGH X s i n Θ

Becomes

If the flowing fluid is a wind with a flow velocity V (msec),

Gravity total pressure P _G "= 1 ϋ. 3 3 (t / m ² ) = Static gravity pressure P _G , _1S + Gravity dynamic pressure P _GH V = [1 0. 3 3— {0. 0 0 1 2 x ( V) ² / (2 xg)}] + {0. 0 0 1 2 x (V) ^2. (2 X g)}

Gravity total pressure difference PGH »= Determined by the gradient of atmospheric pressure

Becomes

(3) Basic type of the third type of permanent exercise method of the present invention:

The basic type of the third type of permanent movement method of the present invention is that the total gravity P at the position of the pressure pipe 1 from the front energy supply means 4 acts in the pressure pipe 1. And a resistance canceling pressure difference P that cancels all the resistances generated when a fluid of a predetermined flow rate passes through the pressure pipe 1 under the condition that the fluid flows near the outlet 3 of the pressure pipe 1. gravity dynamic pressure P _GHV gravitational dynamic refilling pressure corresponding to P _[: "supplying and _VA, from the rear energy supply unit 8, the gravitational total pressure P _G ,, is the pressure at the location of the pressure tube 1 wherein the conditions acting in the tube 1 a predetermined flow rate of the fluid supplying the flow maintaining the kinetic energy E _Roramuda a kinetic energy of the flow maintaining the flow velocity V _F when passing through the rear energy supply unit 8.

In this state, as shown in Fig. 2, the total gravity pressure P _c „= static gravity pressure P _Gf , _s + gravity dynamic pressure _{π π} _{ν ν} acts from the inlet 2 of the pressure pipe to the outlet of the water turbine or wind turbine 6. However, only the gravitational static pressure P _GHS acts from the outlet of the pressure pipe □ 3 to the outlet of the water turbine or wind turbine 6. At this time, the gravitational dynamic pressure replenishment pressure P GHVA supplied from the front energy supply means 4 acts as a substitute for the gravitational dynamic pressure P _{CH V} between the outlet of the water turbine or wind turbine 6 and the outlet 3, so that the water turbine or The fourth gravitational total pressure P _GH is artificially interrupted between the outlet of the wind turbine 6 and the outflow □ 3, and the fluid flowing in the pressure pipe 1 becomes large with respect to the gravitational total pressure P _CH. It becomes the same state as a flowing fluid under atmospheric pressure.

The resistor canceled pressure differential P to be artificially fed near the inlet port 3 in the above _state:,, the slope required to cancel, as shown in FIG. 2, the resistance of each part of the pressure tube 1 to 0 And distributed from the inlet 2 to the outlet 3 so that the flowing fluid in the pressure pipe 1 is in the same state as the flowing fluid under the atmospheric pressure with respect to the total gravity pressure P GH and the total gravity pressure difference P GHD. By the supply of the following kinetic energy E:.,, The combined coexistence and fusion of the flowing fluid in the pressure tube and the flowing fluid under the atmospheric pressure is established. In the above state, the flow maintaining motion energy E artificially supplied to the vicinity of the inside of the outlet 1 is formed by the pressure pipe irrespective of the load of the water or wind 6 due to the characteristics of the axial flow turbine type. In the pressure pipe 1, the total gravity P _G系統 of the third system of the flowing fluid outside the outlet 3 and the total gravity of the fourth system artificially interrupted are mixed and coexisted. Is maintained at a predetermined flow rate.

In summary this state, naturally present in between the _Η gravity total pressure Enerugi E of the first system naturally present in Runin门2 out of pressure tube 1, and the outlet of the inflow port 2 and waterwheel or windmill 6 The second system gravity total pressure energy E _c „, the third system gravity total pressure energy E ( _{: l)} which exists naturally outside the outlet 3 of the pressure pipe 1, and the outlet and flow of the turbine or wind turbine 6 The gravitational total pressure energy Ε _(: π) of the fourth system that is artificially interrupted between the outlet 3 and 複合_(: π) is combined and fused to maintain a predetermined flow rate, drive the turbine or wind turbine 6, and drive the turbine or wind turbine The output of 6 drives the generator 11, and the output of the generator 11 supplies artificial energy for driving the front energy supply means 4 and the rear energy supply means 8, realizing the third kind of permanent movement.

(4) Output of the basic type of the third type of permanent movement of the present invention:

1. The output of the turbine obtained by the basic model is as follows when the flowing fluid is water. As shown in Fig. 1, all the gravitational total pressure P GH can be converted into kinetic energy to drive the turbine, so as shown in Fig. 1, a pressure pipe is installed at the water depth H (m), and the flow velocity becomes V (m / sec). When the cross section of the inlet is (m ² ),

Turbine output capacity (kW) = (S, XV) {gx (10.33 + H)} x turbine efficiency-[(S, V) X {(resistance canceling pressure difference) + (replacement of gravity dynamic pressure) Pressure P _GHVA )} + Flow maintenance kinetic energy E] _電力 Power efficiency of artificial energy.

When approximating, even ignoring H, it is about 4 5 kW per 1 (m ³ .Z sec) of water passing through the pressure pipe, large output can be obtained.

2. The output of the wind turbine resulting in the basic type, when the flowing fluid is air, converting gravity total pressure P _CH in all kinetic energy, flow rate becomes about 4 1 0 m / sec, technical Difficult. When the utilization rate of the total gravity pressure is set at an upper limit of 40% (100% may be used if it is technically possible), if it is calculated that 250 m / sec can be practically used, the wind speed is V (m./sec) , When the cross section of the inlet is (m ² ),

Wind turbine output capacity (kW)-(S! XV) {κ X 1 0. 3 3} X Utilization of total gravity pressure P X Wind turbine efficiency— [(S, XV) X {(resistance cancellation pressure difference P _D ) + (Gravity dynamic pressure supplement pressure P _{F; F} , _V ,,)} + Flow maintenance kinetic energy Ε, .. _Λ ] + Power efficiency of artificial energy

Becomes

Approximately, it is about 16 kW per 1 ( ^mj / sec) of wind passing through the pressure tube, and an extremely large output can be obtained compared to an open wind turbine.

(5) Control method for fluctuation of load and fluctuation of flow velocity of flowing fluid:

1. For fluctuations in load, use a transmission gear or adjust the flow rate of fluid flowing in the pressure pipe by increasing or decreasing the amount of artificial energy supplied according to the increase or decrease in load. The number of revolutions of the driven generator and the like is kept constant.

2. With respect to fluctuations in the flow velocity of the fluid, a structure in which the circumferential deflection angle of the guide vane between the front guide vane section 5 and the rear guide vane section 7 can be adjusted. In accordance with the increase and decrease of the flow velocity, the deflection angle is increased and decreased, and the inflow speed to the water turbine or the wind turbine is maintained constant.

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

(1) How to use:

The developed type of the present invention uses a flowing fluid corresponding to the natural flowing fluid under the atmospheric pressure, which constitutes the above-mentioned natural permanent motion, by artificially configuring and using it under the atmospheric pressure. It can be applied to almost all uses such as internal combustion engines and external combustion engines.

(2 Advanced type of the third type of permanent exercise device of the present invention:

As shown in FIG. 3, a developed type of the third type of permanent exercise apparatus of the present invention is a circulating pressure pipe 1 having a uniform cross-sectional area between the inlet 2 and the outlet S 3 of the basic type pressure pipe 1. Connected at a, and open upward to atmospheric pressure at two locations, inlet 2 and outlet 2, to receive a gravitational total pressure PG including atmospheric pressure (the original pressure pipe inlet (Or more than the cross-sectional area of the outlet)) to provide a closed circulating pressure pipe .12 with an opening and an external energy supply means 14 in the circulating pressure pipe 12a. It is composed. Separators 15 and 15 are provided at the curved part of the circulation pressure pipe 2a so as not to bias the flow rate.

(3) Advanced type of the third type of permanent exercise method of the present invention:

As shown in FIG. 3, an advanced type of the third type of permanent movement method of the present invention is to use an external energy supply means 14 to cancel the resistance of the circulating pressure pipe 12a at a predetermined flow rate to zero to reduce the resistance to zero. The canceling pressure difference P o and the external flow rate maintaining kinetic energy E, which maintains a predetermined flow rate of the flowing fluid. The same as the flow fluid under the atmosphere where the natural permanent motion exists in the basic type in the flow fluid of the predetermined flow rate in 2a. Gravity total pressure energy E c "= gravitational static pressure energy E ( _{; HS} + gravitational dynamic pressure energy E ( _{; HV} .1 can exist, so the gravity in the basic type pressure pipe 1 which forms a part of the developed type composite coexistence fusion operation of the total pressure energy-saving E _{FI H} gravity total pressure energy ECH circulation pressure pipe 1 in 2 a Boundary conditions necessary for the third kind of permanent motion that satisfy the requirements can be constructed.

As described above, due to the characteristics of the axial flow turbine, regardless of the load of the water turbine or wind turbine 6, the fluid of a predetermined flow rate in the circulating pressure pipe 12a will have the same gravitational total pressure energy per unit flow per unit time. It _merges with the fluid of a predetermined flow rate in the basic type pressure pipe 1 which constitutes a part of the above-mentioned advanced type having E _Gtl , and combines it with the output of the water turbine or windmill 6 in the same manner as in the basic type. The third kind of perpetual movement to supply the artificial energy to be supplied is realized.

(4) The output of the evolved type of the third kind permanent movement of the present invention:

1. The output of the turbine obtained by the advanced type is-. When the flowing fluid is water, as shown in Fig. 2, the total gravity ΡΓ and Η can be converted into kinetic energy to drive the turbine. the water wheel is placed at the position of depth H (m), if the cross-sectional area of the flow rate of the circulating pressure tube 1 in 2 a is V Cm./ sec). circulation pressure pipe 1 2 a is S in (m ^2), water East output capacity (kW) = (S, XV) {gx (10.33 + H)} x turbine efficiency-[(S, x'V) X {(resistance canceling pressure difference P,.,) + (gravitational dynamic replenishment pressure P _NHVA) + (external resistor cancel the pressure difference [rho lambda)} + {(flow rate maintained kinetic energy Ε ΡΑ) + (external flow maintained kinetic energy Ε _Α.)}] of ÷ human Wenerugi Power efficiency

Becomes

Approximately, it is about 4 G kW per 1 (m ¹ , sec) of water passing through the pressure tube.

2. The output of the wind turbine obtained by the advanced type is that when the flowing fluid is air, if all the total pressure Pe is converted into kinetic energy, the flow velocity will be about 41 OmZ sec. difficult. When the utilization rate of the total gravity pressure is set at an upper limit of 40% (100% may be used if it is technically feasible). ), When the cross-sectional area of the inlet is S! (M ² ) Wind 虽 output capacity (kW) = (S! XV) X {g X 10.3 3} X total gravity P _CH utilization rate X turbine efficiency-[(S, XV) X {(resistance pressure difference PD) + (gravity dynamic pressure replenishment pressure PCHVA) + (external resistance pressure difference P _DA )} + {(flow rate Kinetic energy Ε)) + (External flow maintenance kinetic energy E _FA )}] _電力 Power efficiency of artificial energy

Becomes

Approximately, about 14 kW per (m ³ Z sec) of wind passing through the pressure tube.

(5) Control method for load fluctuation:

For load fluctuations, 1. Use a transmission gear, or 2. Adjust the flow rate of the flowing fluid in the pressure pipe by adjusting the amount of artificial energy supplied according to the increase or decrease of the load. The number of revolutions of a generator driven by a wind turbine or a wind turbine

BRIEF DESCRIPTION OF THE FIGURES

FIG. 1 is a side sectional view showing an example of the basic type of water of the third type of permanent exercise apparatus of the present invention.

FIG. 2 is a diagram showing distributions of a total gravity, a gravity static pressure, a gravitational dynamic pressure, and a resistance canceling pressure difference in the case of water of the basic type of the third type of permanent movement method of the present invention.

FIG. 3 is a side cross-sectional view showing an example of the case of developed air of the third type of permanent exercise apparatus of the present invention.

FIG. 4 is a diagram showing distributions of the total pressure of gravity, the static pressure of gravity, the dynamic pressure of gravity, and the resistance-cancelling pressure difference in the case of air, which is an advanced type of the type 3 permanent movement method of the present invention.

Fig. 5 is a diagram showing the behavior of coexisting fusion in which a flowing fluid under atmospheric pressure forms a natural permanent motion.

FIG. 6 is a schematic diagram when a basic type of the third type of permanent exercise apparatus of the present invention is installed in an orifice under a burrow.

Fig. 7 shows the basic model of the third type of permanent exercise device of the present invention installed over two waterways. It is a schematic diagram in the case of placing.

FIG. 8 is a schematic diagram when the basic type of the third-class permanent exercise apparatus of the present invention is installed in an artificial circulation channel. BEST MODE FOR CARRYING OUT THE INVENTION

The method and apparatus for using the gravitational total pressure energy of the flowing fluid according to the present invention are the same as those for the case where the flowing fluid is water or air. Explain one by one and add a special use at the end.

[I] Embodiment of the method of using the gravitational total pressure energy of the flowing fluid of the present invention and the basic type of the apparatus in the case of water:

(1) Use:

The present embodiment is used in a tidal current, a river, a water channel, or the like, by hanging it from a water flow into a current.

As an application example, it can also be used on water or underwater vessels.

(2) Structure:

The pressure pipe 1 shown in Fig. 1 is hung from a keg (not shown), the center axis 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.

As shown in FIG. 1, the structure of the pressure pipe 1 is such that an axial flow turbine 6 is provided at the center, an inflow section 9, a front guide vane section 5, an outflow section 10 and a rear guide vane section 7 are provided. The cross-sectional area of the pressure pipe 1 is reduced while being deflected in the circumferential direction from both the inlet 2 and the outlet 3 toward the turbine 6. In this case, the front guide vane section 5 and the rear guide vane section 7 have a mechanism capable of adjusting the deflection angle of each guide vane. Next, at the position where the cross-sectional area near the inflow port 2 is large, that is, in this embodiment, the front energy supply means 4 is provided between the inflow section 9 and the front guide vane section 5, and the cutoff near the outflow port 3 is provided. At the position where the area is large, that is, in this embodiment, the rear energy supply means 8 is provided between the outflow portion 10 and the rear guide vane portion 7. . 9a is a front conical part for continuously changing the cross-sectional area, 10a is a rear conical part for continuously changing the cross-sectional area, and 11 is a generator connected to a water turbine. Although the inner diameter of the pressure pipe 1 is changing, the outer diameter is made cylindrical by attaching an outer pipe so as not to disturb the water flow.

In this case, the front guide vane part 5 and the rear guide vane part 7 are shown as cylinders in Fig. 5, but since the reduction ratio is limited in the cylindrical shape, the inner and outer surfaces are circular. A conical surface can be used to increase the reduction ratio. The reason why the inflow portion 9 and the outflow portion 10 are provided is to keep the front energy supply means 4 and the rear energy supply means 8 stable even if the flow velocity V of the water flow pulsates. However, in order to increase the output efficiency, the smaller the reduction ratio at the inflow section 9 and the outflow section 10 is better. Various setting items:

1. Predetermined flow rate:

If the diameter of the inlet 2 and the outlet 3 is 4 m,

Predetermined flow rate ^{= 2 2 X 3. 1 4 X} 2 = 1 2. 5 6 x 2 = 2 5. 1 m 3 / sec 2. Gravity total pressure energy E _Gtl:

Gravity total pressure energy E _GH = Total gravity pressure Ρ _πιι X Flow rate = X ( _10.33 + 4) _X25.1 ( _kW ) = _{35.24.9 KW}

3. Turbine driving flow velocity V _T flowing into turbine 6:

When all of the gravity total pressure energy E _GH into a water turbine driving flow speed V _T, hydraulic turbines driving velocity _{V T = {2 X g X} (1 0. 3 3 + 4)} 1/2 = 1 6. 8 m / sec

4. Cross sectional area S _{f GT} , S HCT on the turbine 6 side deflected and reduced between the front guide vane 5 and the rear guide vane 7:

Cross section S FCT, S HOT = 25.1 ÷ 1 6.8 = 1.5 m ²

That is, the inlet 2 with a cross section of 12.56 m ^{2 is} reduced to 1.5 m ² at the inflow section 9 and the front guide vane section 5 to have a cross section of 1 2.56 m ² . 1. reduced to 5 m ² at the outflow □ 3 and the outlet portion 1 0 and the rear guide Doben unit 8. In this case, the reduction ratio is Similarly, it is 1-8.4, but even if the inflow side sharply decreases, the loss is small, so the loss is small. Therefore, if the outflow side sharply reduces, the loss increases, so the distance decreases over a long distance. Note that, even if the cross-sectional areas S _FGT and S BGT are larger or smaller than 1.5 m ² , the turbine drive flow velocity V _T is 16.8 mZs ec in principle, and (cross-sectional areas S FCT and S BGT) (water east driving velocity V _T ) determines the predetermined flow rate.

5. Reduction rate at front energy supply means 4 and rear energy supply means 8: To achieve both operational stability and efficiency, reduce the reduction rate at these positions to about 1/2.

(3) Method:

1) When a predetermined amount of flowing fluid passes through the pressure tube 1 under the condition that the total gravity P „H at the position of the pressure tube 1 is acting in the pressure tube 1 from the front energy supply means 4, and all the resistors cancel out to zero resistance cancellation pressure difference P _D generated, gravity dynamic pressure P (the flowing fluid outlet 3 out near the pressure tube _1; gravitational dynamic refilling pressure corresponding to _H v Pc _HVA And supply.

1. Resistance canceling pressure difference P D:

Maximum kinetic energy of the flowing fluid through the pressure pipe 1, i.e., may be considered to be proportional to the kinetic energy of the water wheel driving velocity V _T. Approximate from the known data on these,

Between the inlet 2 and the outlet of the turbine 6: Approximately 5% of the kinetic energy of the turbine driving flow velocity V _T = 3 5 24.9 kWX0.05 = 17.6.2.kW

Between the outlet of the turbine 6 and the outlet 3: about 22% of the kinetic energy of the turbine driving flow velocity V _T = 3 5 24.9 kWX 0.22 = 77.5 kW

Therefore,

The resistance canceling pressure difference P D is about 27% of the kinetic energy of the turbine driving flow velocity V, == 35 24.9 kWX 0.27 = 951.7 kW.

2. Gravity dynamic pressure charging pressure P _{CH VA} :

Since the reduction rate of the front energy supply means 4 is set to 1 to 2, Gravity dynamic pressure replenishment pressure PGHV or kinetic energy of 2 m / sec flow velocity 2 ² ÷ 2 x 2 5.1 = 50.2 kW.

3. Output of front energy supply means 4 = 1 76.2 + 7 75.5 + 50.2 = 1 0 2 kW.

2) From the rear energy supply means 8, the gravity total pressure at the position of the pressure pipe 1

It supplies a flow maintaining kinetic energy E _で which is the kinetic energy of the flow maintaining flow velocity V _F when the fluid of the predetermined flow rate passes through the rear energy supply means 8 under the condition that the Pen acts in the pressure pipe 1. .

1. Flow maintenance kinetic energy E _FA :

Since the reduction rate in the rear energy supply means 8 is set to ノ 2, the kinetic energy for maintaining the flow rate is the kinetic energy at a flow velocity of 2 m./sec = 4 ² ÷ 2 X 2 5.1 = 20.8 kW become.

(4) Output:

Water one car output capacity (kW) = (S: XV ) X {g X (1 0. 3 3 + H)} x water turbine efficiency - [(S, V) X {( resistance cancellation pressure difference _[rho:) + (Gravity dynamic pressure Refill pressure P _G , _IVA )} + Flow maintenance kinetic energy κ κ _Λ ] 電力 Power efficiency of artificial energy = (S, V) {RX (10.33 + Η)} X 0.9 -[(S, x V) {(resistance canceling pressure difference Ρ ") + (gravitational dynamic pressure supplementary pressure Pc ,,., _A )} + flow rate maintenance kinetic energy E _A ] ÷ 0.76 = 3 5 2 4.9 k WX 0.9-(1 0 0 2 k W + 2 0 0.8 k) ÷ 0.7 6-3 1 7 2 k W-1 5 8 3 k W-1 5 8 9 k W Become _n

I) For load fluctuations: 1. Use a transmission gear to maintain the rotation speed of the generator driven by the turbine 6 constant. 2. Increase or decrease the amount of artificial energy supplied according to the increase or decrease of the load, adjust the flow rate of the fluid flowing in the pressure pipe, reduce the output, and maintain the rotation speed of the generator driven by the turbine.

2) The front guide vane section 5 and the rear guide The circumferential deflection angle of the guide vane to and from the vane section 7 is increased or decreased according to the increase or decrease of the flow velocity, and the turbine drive velocity V _T flowing into the turbine is maintained constant.

The principle is the same for the basic type using air, so it can be easily configured by referring to the development type for the following air.

[Π] Method of using the gravitational total pressure energy of the flowing fluid of the present invention and its development apparatus in the case of air:

(t) Use:

The developed type of the present invention uses a flowing fluid equivalent to a natural flowing fluid under atmospheric pressure, which constitutes a natural eternal link, by artificially configuring and using it under atmospheric pressure, so that a conventional water turbine, windmill, It can be applied to almost all uses such as internal combustion engines and external combustion engines. The present embodiment is configured so that it can be installed in the hood of an automobile as an alternative to the automatic gasoline engine.

As an application example, it can be widely used including airplanes and helicopters.

(2) Structure:

As shown in FIG. 3, a circulating pressure pipe 12 a having a uniform cross-sectional area is connected between the inlet 2 and the outlet □ 3 of the pressure pipe 1 of a substantial type, which constitutes a part of the present embodiment, A predetermined area that opens upward to atmospheric pressure and receives the total gravity pressure P 0 H including atmospheric pressure at the two places of the flow population 2 and the outlet 2 (the inlet or outlet of the original pressure pipe) The opening 1 3), which is larger than the cross-sectional area of the exit! 3 is provided with an opening with a closed circulation pressure pipe 1 2, which consists in an external energy supply means〗 4 provided in the circulation pressure pipe 1 in 2 _a. The curved portion of the circulating pressure pipe a2a should be sewn so as not to bias the flow rate. Les one motor 1 5, 1 5 provided _c

With the above structure, the circulating flow of the circulating air is maintained in the closed circulating pressure pipe 12 with the opening, and the total gravity pressure PH is applied to the circulating flow of the circulating air from the openings 13 and 13 to the gravitational total pressure energy since supplying EG _H, regardless of the load of the wind turbine within the pressure tube 1 due to the characteristics of铀流waterwheel, the circulation flow of the circulation air gravity all圧E Nerugi E _c gravity total pressure PGHX unit time passing flow To maintain and circulate You. In this case, it is an essential condition that the cross-sectional area of the openings 13 and 13 is a predetermined area (at least the cross-sectional area of the inlet or outlet of the original pressure pipe). While the circulating air in the circulating pressure pipe 1 2 circulates in a sealed state, the gravitational total pressure E MERGE E ( _;供給 can be supplied from the gravitational total pressure P _GH 0

The conditions that can maintain the above condition are as follows _: total gravity energy E per unit time per unit flow rate of circulating air in the circulation pressure pipe 12a _{(; H} , total gravity pressure P _CH is the opening 13; It is the same as the gravity total pressure energy E _GI per unit time per unit flow of wind under atmospheric pressure, provided that the gravity total pressure energy E _c供給す_る is supplied from 13. In the same manner as in the above case, a third type of motor, an advanced type of motion is realized, and an output is obtained from a generator connected to the windmill, and this output drives the motor of the electric vehicle.

Various setting items:

1. Shape and dimensions:

It is necessary to make the bonnet of the car a little longer, but the one shown in Fig. 3 is configured to be 2 m in length, and six are arranged in parallel with the bonnet. If the total length is 2 m, the inside diameter of the circulating pressure pipe 12 a can be set to 0.15 m.

2. Wind turbine drive flow velocity V _T :

The wind turbine driving flow speed V _T is approximately 7% compression rate of the flow air 2 5 0 m. / Sec and set. With this, the utilization rate of the total gravity energy EG "becomes about 37%. Of course, if technically possible, the speed can be further increased.

3. Predetermined flow rate:

Setting a flow velocity V = 2 5 m / sec of flow air in the circulation pressure pipe 1 in 2 a result, a predetermined flow rate ^{= 0. 4 4 m 3 Z sec} .

4. Available gravity total pressure energy Ε ：:

Gravity total pressure energy E CH = gravity total pressure Ρ «Η Χ Flow rate = g X 1 0.33 X 0.44 X utilization 0.37 (kW) = 16.5 kW. 5. Deflected and reduced cross-sectional area of the turbine side between the front and rear guide vanes S MT. S BGT:

Sectional area S _GT. The S BGT = 0. 4 4 + 2 5 0 = 1 7. 6 6 cm 2. That is, the cross-sectional area 1 7 6. flow population of inflow of 6 cm ² and the front Guy Dobe - reduced by the emission unit to j 7. 6 6 cm ^2, the cross-sectional area 1 7 6. 6 cm ² The outlet is reduced to 17.66 cm ² at the outlet and the rear guide vane. In this case, the reduction rate is also 1: 1 (), but even if the inflow side sharply reduces, the loss generated is small because the loss is small. So shrink over long distances.

Incidentally, the wind turbine drive velocity V _T of the will depend gravity total pressure ΡπΜ in certain present type, determined by the predetermined flow rate and cross sectional area S FCT, S BCT in development type.

5. Reduction ratio in front energy supply means and rear energy supply means: To achieve both operational stability and efficiency, reduce the reduction rate at these positions to about 1 to 2 times.

(3) Method:

1) From the front energy supply means, the gravity total pressure P _CH is a pressure pipe! The resistance canceling pressure difference that cancels out all the resistances generated when the flow fluid of a predetermined flow rate passes through the pressure pipe で under the conditions acting inside the pressure pipe ί, and the outflow of the pressure pipe 1 We supply a gravity dynamic replenishment pressure P HVA corresponding to gravitational dynamic pressure [rho _[pi _"New in the flowing fluid.

1. Resistance canceling pressure difference P _D :

It can be considered that it is proportional to the maximum kinetic energy of the fluid flowing through the pressure pipe 1, that is, the kinetic energy of the wind turbine drive flow velocity V.,. Approximate from the known data on these,

Between the inlet 2 and the wind turbine outlet: Wind 虽 drive velocity V. About 5% of the kinetic energy of

= 1 6.5 k WX 0. 0 5 = 0.8 3 k W

Between the exit of the windmill and the outlet 3: About 2 2 of the kinetic energy of the windmill drive flow velocity V-, % = 16.5 kW 0.22 = 3.6 3 kW

Therefore ゝ

Resistance cancellation pressure difference Ρ. Is about 27% of the kinetic energy of the wind turbine drive flow velocity V _T = 16.5 kW X 0.27 = 4.46 kW.

2. Gravity dynamic pressure supplement pressure P _{CH VA} :

Since the reduction rate in the front energy supply means is set to 1/2, the gravity dynamic pressure replenishment pressure P GHV or the kinetic energy of the wind turbine drive flow velocity V _T = 4% = 16.5 kWX 0.04 = 0.6 kW.

3. The output of the front energy supply means = 0.83 + 3.63 + 0.66 = 5.12 kW.

2) From the rear energy supply means, the flow rate maintaining flow rate V when the fluid having the predetermined flow rate passes through the rear energy supply means under the condition that the total gravity Ρ ( _{: Η)} acts in the pressure pipe 1 Supplies the flow maintenance kinetic energy E _FA which is the kinetic energy of _F.

. 1 flow rate maintaining the kinetic energy _Εκ Λ:

Since the reduction rate in the rear energy supply means is reduced to 1/2, the flow maintenance kinetic energy κ κ and about 4% of the kinetic energy of the turbine drive flow velocity V _T = 1 B .5 kW x 0.04 = 0.6 kW.

3) The external resistance canceling pressure difference P _D0 that cancels the resistance generated when a predetermined flow rate of flowing air passes through the circulating pressure pipe section 12a from the external energy supply means 14 to 0, and the circulating pressure pipe section 1 2) External flow rate maintaining kinetic energy E, which is the kinetic energy of the circulating air having a predetermined flow rate passing through a. And supply. As a result, the total gravity energy E _GH per unit time per unit flow rate of the circulating air in the circulation pressure pipe 12 a and the total gravity P GH from the openings 13 and 13 through the total gravity energy And the total gravity force per unit time per unit flow of the wind under atmospheric pressure is equal to the total pressure energy E _t:発展. Realizes and drives the electric automatic motor with the output of the generator connected to the windmill can do.

1. External resistance canceling pressure difference P _{D (} ,:

External resistors cancellation pressure difference p _D. Is about 3% of the kinetic energy of the turbine drive flow velocity ν _τ = 16.5 kW X 0.3 = 0.5 kW.

2. External flow maintenance kinetic energy E, .. _Α . :

External resistance cancellation pressure difference Ρ _π . Is about 1% of the kinetic energy of the turbine drive flow velocity = 16.5 kW X0.1 = 0.17 kW.

3. The output of the external energy supply means = 0.5 + 0. I7 = 0.67 kW.

(4 :) Output:

Wind turbine output capacity (kW) = (S, XV) X {gX10.33} X utilization rate X windmill efficiency-[(S, XV) X {(resistance canceling pressure difference PD) + (gravity dynamic refilling pressure P CHVA) + (external resistance cancellation Ii: power difference _P:,)} + flow maintained kinetic energy formic E _FA + external flow maintained kinetic energy F; kappa _lambda have] ÷ human energy power efficiency - ( S 1 XV) X {g X] 0.3 3} X 0.3 7 x 0.9-[(S, XV) X {(resistance counter pressure difference Ρ _Π ) + (gravity dynamic pressure charging pressure Ρ ·. ,, c) + (External resistance canceling pressure difference)} + Flow maintenance kinetic energy ,, · '· + External flow maintenance kinetic energy,, 0] ÷ 0.76 = 16.5 kWX 0. 9-6.4 kW ÷ 0.76 = 1 4.8 kW— 8.5 kW = 6.3 kW = 8.6 hp

Therefore, if 6 units are installed in parallel, it will be about 52 horsepower.

(5) Control method for load fluctuation:

1) For load fluctuations: 1. Use a transmission gear to keep the rotation speed of the generator driven by the wind turbine constant. 2. Adjust the flow rate of the flowing fluid in the pressure pipe by increasing or decreasing the amount of artificial energy supplied according to the increase or decrease of the load, reduce the output, and keep the number of revolutions of the generator driven by the wind turbine constant. maintain.

In addition, external resistance canceling pressure difference and external flow rate maintaining kinetic energy Ε Λ. And the flow rate maintained in the pressure pipe と and the flow rate maintained in the circulating pressure pipe 12a section. Since it is difficult to accurately match the flow rate, the flow rate maintained in the circulating pressure pipe 12a is set to be slightly excessive. This excess is adjusted in and out of openings 13 and 13 and the equipment operates stably.

In FIG. 3, the same result can be obtained even if the pressure pipe 1 and the external energy supply means 14 are exchanged. Further, as shown in FIG. 3, the circulation is not limited to the vertical plane, and if the openings 13 and 13 are directed upward, the same result can be obtained regardless of whether the circulation is horizontal or at an angle.

The same applies in principle to the case where the flowing fluid is water, so that it can be easily implemented by referring to the above-mentioned basic embodiment in the case of water. However, in the case of water, install a bypass circuit shown by the two-dot chain line in Fig. 3 so that the top surface is open to atmospheric pressure. With this bypass circuit, equipment control is easy and stable.o

[m] Special-purpose embodiments of the basic type 3 permanent movement of the present invention:

In the case of the basic type of the third type of permanent motion according to the present invention, it is stable if the outflow velocity of the flowing fluid from the outlet of the pressure pipe can be adjusted to the flow velocity of the flowing fluid under atmospheric pressure outside the outlet. It can be used for special applications shown in Figs. The basic type and the advanced type were developed from the examination of these special applications.

(1) For use at the drilling orifice:

As shown in Fig. 6, the basic type pressure pipe 1 can be used by installing it in the orifice 16 by digging it. In this case, H, in FIG. 6 can be used as a part of the output of the front energy supply means.

(2) There is a drop between the water surfaces Use across two streams:

As shown in Fig. 7, a basic type pressure pipe I can be installed and used across two water streams, F2, which have a head H, between water surfaces. In this case, H, in FIG. 7 can be used as a part of the output of the front energy supply means.

(3) Use in artificially constructed water streams: As shown in Fig. 8, artificial water is circulated from the water circulation means 18 to the artificial circulation channel 17a that circulates the water flow in a vertical plane to form a gradient water flow 17 under atmospheric pressure. Pressure pipe 1 is installed in the gradient water stream 17. In this case, the water circulation means 18 supplies the pressure difference that cancels the resistance in the artificial circulation water channel 17a to zero and the energy for pumping to create the gradient of the gradient water flow 17. However, it is difficult to control and the efficiency is low because 100% of the amount of water to be circulated is not used, but the basic type of the present invention can be used. is there. Industrial applicability

[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 in the boring orifice shown in Fig. 6, which uses a head, two waterways with a head drop shown in Fig. 7, and (6) the artificial circulation waterway shown in Fig. 8.

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

[Π] Type 3 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) All power demand can be covered by various power plants including nuclear power plants.

(2) Eliminate consumption of petroleum as a substitute for automobile engines, etc., and prevent air pollution and global warming.

(3) Eya Aya of the peace and prosperity of the earth:

1-Overview of complex coexisting fusion action that establishes the type 3 permanent movement of the present invention Reminder is the greatest philosophy needed for humanity right now.

2. Secure energy through the Type 3 Perpetual Movement, and use this energy to recycle resources, improve the natural and living environment, remove the sense of impasse and helplessness for the future, and establish the peace and prosperity of the earth. .

Claims

The scope of the claims

1. An axial flow turbine or a wind turbine of the same shape is installed in the center of a pressure tube provided in a flowing fluid under atmospheric pressure, and the cross-sectional area of the pressure tube is measured from both the inlet and the outlet. Alternatively, it is reduced while deflecting in the circumferential direction toward the wind turbine, and a front energy supply means is provided at a position having a large cross-sectional area near the inflow port, and a rear energy supply means is provided at a position having a large cross-sectional area near the outflow port. An apparatus for using the gravitational total pressure energy of a flowing fluid.

2. An axial flow turbine or a wind turbine of the same shape is installed at the center of a pressure tube in a flowing fluid under atmospheric pressure, and the cross-sectional area of the pressure tube is measured from both the inlet and the outlet of the turbine. Alternatively, the resistance is reduced while being deflected in the circumferential direction toward the wind turbine, and the resistance canceling pressure difference that cancels out all the resistance generated when a predetermined amount of the flowing fluid passes through the pressure pipe to the inflow port is reduced. Supplying a gravitational dynamic pressure supplementary pressure corresponding to the gravitational dynamic pressure of the fluid near the outside of the outlet of the pressure pipe to an upstream side from the outlet of the water turbine or the windmill; The use of the total gravity pressure energy of the flowing fluid, wherein a flow maintaining kinetic energy, which is the kinetic energy of the flow velocity when the fluid of the predetermined flow rate passes through the supply position, is supplied to a position having a large sectional area near the inlet. Method.

3. A closed circulating pressure pipe formed by connecting the inlet and the outlet of the pressure pipe of the apparatus using the gravitational total pressure energy of the flowing fluid according to claim 1 with a circulating pressure pipe having a uniform cross-sectional area; An external energy supply means is provided in the circulating pressure pipe, wherein the apparatus opens upward with respect to atmospheric pressure between the pressure pipe and the external energy supply means according to claim 1, and receives a total gravity including atmospheric pressure, and An apparatus for using the gravitational total pressure energy of a flowing fluid, wherein an opening having a cross-sectional area larger than a cross-sectional area of an inflow port or an outflow port of the pressure pipe is provided.

4. A closed circulation pressure pipe having a uniform cross-sectional area connected between the inlet and the outlet of the pressure pipe of the apparatus using the gravitational total pressure energy of the flowing fluid according to claim 1, An external energy supply means is provided in the circulation pressure pipe, 2. The pressure pipe according to claim 1, which opens upward with respect to atmospheric pressure between the pressure pipe and the external energy supply means, receives a total gravity including atmospheric pressure, and cuts off an inlet or an outlet of the pressure pipe according to claim 1. An opening having a cross-sectional area not less than the area is provided, and an external resistance canceling pressure difference that cancels the resistance of the circulating pressure pipe portion with respect to a predetermined flow rate to 0 to a predetermined flow rate in the circulating pressure pipe, and circulates a predetermined flow rate of the flowing fluid. A method of using the gravitational total pressure energy of a flowing fluid, which supplies an external flow rate maintaining kinetic energy maintained in a pressure pipe.