WO2017024369A2 - Material separation system - Google Patents

Abstract

A material separation system consists of a set of devices capable of separating both minerals and crude oil from ocean water. It has a bold design, both with regard to performance and to functionality. The mineral separador is mounted with an inclination angle of 5 to 20 degrees and consists of a support comprising hydraulic devices that make it possible to collect materials to be sorted with an operational capacity of up to 100 tons per minute. All the galleries are shaped as tables with conveyor belts that float through a jet projected by sprayers which provide an intense and constant water flow through the pipes arranged in the galleries, as ducts which determine the paths of all the minerals to be selected, sorted and finally collected. The mineral separator comprises if necessary a magnetic separation system. To ensure the power supply at the separation sites, one of the devices of the system produces electrical energy by means of hydraulic turbines that can be installed near the separator. For subsea separation, energy is supplied by equipment that captures tidal energy. The system for separating crude oil from ocean water consists of a simple structure made of a material similar to the material of balloons or parachutes, and in which oil is extracted from the bottom of the ocean and conducted to a safety reservoir.

Description

 "SiSTEfi® STOPS MATERIAL SEPARATION" *

 The present invention relates to a material separation system which has the function of separating, collecting and storing minerals in compartments, thus providing greater separation in a short time. In order to solve the drawbacks arising from the separation with chemicals, aggressors of the ecosystem, we develop the present system through which its conjuror will be formed by: a metal separator that will work both underwater and underwater. such as at sea; there will be a plastic removal system from the ocean; an ocean oil removal system; and due to the need of ephiric energy for the operation of the material separation system, there will be energy capture systems through rivers, lakes, small streams and to the ocean.

 In the separator the equipment is cascaded, processing all material through the action of gravity, which eliminates the need for pumping in some cases. All belt translation systems are on tables with pressure-injected water slides that clean the table surface and the bottom of the belt.

The feeding of solid material is done by conventional conveyor belt or by pumping, where the material is already mixed with water. The solid material to be classified is placed inside a pyramidal silo where pressure water is injected, where the falling material is mixed, and from that moment the selection process begins.

Transporting the material to the main belt begins with the belt in a flat shape on a horizontal table. The belt in this stage is shell-shaped upwards. It has devices that allow to make changes in the cross section of the belt in its movement, being able to toggle its curvature of concave to flat and of flat to convex, according to the material classification need. Material separation occurs on both sides of the belt, has three compartments on each side, the material is classified by weight and fixed. particle size, including tailings. Materials not classified in this process will be directed to a second or third classification stage to their full extent. All belts have a conveyor speed adjusting device that allows changing of sizing ranges at the belt side exits.

 In the plastic removal system from the ocean, the plastic in large and small pieces will accumulate in the sieve, which tilts so that the plastic is taken to the temporary deposit. The sieve is inclined by a roller which will be fixed to a vertically positioned carpet, which has a hard side and a flexible side. Its part of one is made up of blocks of hard material, such as wood.

 In the ocean oil removal system, there will be a funnel where any leaking oil can enter. This hole can be lowered and raised, and will be festooned with very light and sturdy material such as balloon material, parachute or the like. In order for this funnel to remain stretched, balls will be mounted around it. Over this funnel there will be a flexible tube, which will have rings that also float to stabilize it. The oil will enter the funnel, pass through the tube and will be on a primary reservoir, where it can remain until reaching the secondary reservoir, or be transported. to a ship.

 For these separation systems to work, power systems have been created for different locations so that they are in balance with nature. First we will explain a system of small hydraulic turbines, which can be mounted one after the other, or on the side, like schools of fish. These early turbines will have a dolphin-like shape, the blade-shaped application technology, along with their inclination was based on living beings of similar shapes. The first turbine system will be lightweight and inexpensive, and can work together with solar panels on its structure.

The second power system will be for large and medium rivers, this system consists of carcasses, baffle plate, spacer modules, fiaps, cooling water reservoirs, sealing caps, water chambers. suction, rotors, flexible paddles, shifting paddles proportional to the water input force with minimal friction, elastic couplings, low-speed epherical generators, frequency converters, electrical panels, water pumps, gate-valve gates, central gate, rubber sheet, sliding bearings, fixed bearings, hydraulic units, hydraulic cylinders, transverse cylindrical base, fish feed pipe, flow controls, vibration, rotation, temperature, internal and external chambers, presence, speakers, sirens, computerized control room, satellite-controlled software for each installation, transformer skirt and auxiliary generator motor, prefabricated modules, reinforced concrete, handrail access stairs, railing walkway , these form in a transverse river direction a set of turbines. The third energy system will be used in lakes with small streams, it will basically level the volume of water between the stream and the pond, not allowing some sections of the stream to get less water than others.

And finally the last power system will be used at sea, where energy accessibility to the material separation system is limited. The material separation system can be better understood through the following detailed description, in accordance with the attached figures, where:

 FIGURE 1 is a side view of the turbine of the first power system with the externally mounted generator. This turbine system can be called a flipper or goldenschnitt.

FIGURE 2 is a side view of the turbine of the first power system when the generator is mounted internally. This turbine system can be called a flipper or goldenschnitt. FIGURE 3 is a top view of the turbine of the first power system. This turbine system can be called a flipper or goidensehnitt

FIGURE 4 is a side view of the turbine with the external generator. This turbine system can be called a flipper or goidensehnitt

FIGURE S represents part of the structure with the lifting system in position. This turbine system can be called a flipper or goidensehnitt

FIGURES 8 through 9 represent the hydraulic power generation system together with solar panels. This turbine system can be called a flipper or goidensehnitt

 FIGURES 10 to 21 represent other basic ways to manufacture the turbine propellers of the first power system, better known as the flipper or goidensehnitt.

 FIGURE 22 represents a tubular turbine whose blades have a separate rotation motion,

FIGURE 23 is a row of blades having separate turbine rotation motion.

 FIGURE 24 represents the final movement where the blades pick up resistance toward turbine rotation.

 FIGURE 25 is a power regulating generator utilizing the full permanent magnetic field on two sides.

 FIGURE 2§ represents a complete system for automatically positioning the system in the optimal position when fluid changes.

FIGURE 27 depicts an aligned assembly of the system to achieve full river width. to the fluid fluid passing through. FIGURE 28 represents the bottom-up view mounted system. You can observe the space and positions of the items where the water passes in harnessing the electric forces.

 FIGURE 29 represents the system on the outlet side of the water where a natural suction was created.

FIGURE 30 is a complete system where you can move the positions of all the results needed to achieve the whole year use the hydraulic forces on maximum revenue generator. In respect to aquatic lives.

 FIGURE 31 represents a platform with items needed for the system to function. On this platform the largest water-filled platform will not be able to reach. £ also shows the movement of the system in operation.

 FIGURE 32 represents a platform with items required for system operation. On this platform the largest flood of water will not be able to reach. It also shows the movement of the system out of operation and out of range of the river.

 FIGURE 33 represents the complete system, one side of the turbine system in operation and another out of water range.

 FIGURE 34 is a part of the front system where Hap is in a resting position and the turbine fronts are closed.

 FIGURE 35 is a part of the front system where the ffap is at rest and the front doors of the turbines are open.

 THE FIGURE. 3β represents the passages of aquatic life and all the necessary foundation to hold the entire mobile system in place.

FIGURE 37 represents the conical entry into the aquatic life passage system.

FIGURE 38 depicts the conical entry into the aquatic life passage system at the bottom of the water so that the aquatic life can pass through. FIGURE 39 represents a part of the inner tubular system transparently joining aquatic life to pass upstream. FIGURE 4 © represents the difference in height cm by the water system that makes the hydraulic pressure proportional to the height.

 FIGURE 41 represents the complete tube passing through the entire conical system where aquatic life enters.

 FIGURE 42 is a portion of the transverse pipe into which the cone enters the aquatic life upstream.

 FIGURE 43 is a pipe joint where upstream aquatic life passes.

 FIGURE 44 represents the gallery system in perpendicular direction so that aquatic life can pass upstream or downstream.

FIGURE 4 represents the end of the gallery passing in a conical system that facilitates entry of aquatic life downstream.

 FIGURE 46 represents the position of the installation and the end of the gallery passing in a conical system that facilitates entry of aquatic life downstream.

 FIGURE 47 represents the natural gravel that will be deposited naturally by the moving installation system which does not alter the position of the gravel.

 FIGURE 48 represents the side view system in position of installation and start of water column lifting in front of the system.

FIGURE 49 represents the side view system in position of the installation therein the flap has already been raised to form the thin column! at maximum pressure of the gallows gives water.

 FIGURE 0 represents the side view system in installation position, the door is already opening and the fluid picks up the first internal contact of the turbine.

 FIGURE 51 represents the side view system in position of the installation, in which the door is already open and the fluid is in full contact with a row of blades. FIGURE S2 represents the side view system in position of the installation, showing the fluid inlet and sald therein.

FIGURE 53 represents the side view system in position of the installation, showing the distance of the moving blades to be able to close at the front and open at the same time in flexible motion commensurate with the incoming fluid.

 FIGURE 4 represents the side view system in position of the installation, showing the fluid lift in proportion to the speed of the water inlet and turbine inlet;

 FIGURE §5 represents the side view system in installation position. It shows a solid material that passes along with the fluid in a flexible position of the moving blades.

 FIGURE 56 represents the side view system in position of the installation. It is showing a larger obstacle that has accumulated on the flap and cannot pass.

 FIGURE 7 represents the side view system in position of the installation. It shows the reaction of the automated system to release the accumulated obstacles.

 FIGURE 58 represents the side view system in position of the installation. It shows that after the obstacle leaves, Hap instantly returns to the fluid support position.

 FIGURE 9 represents a larger and heavier obstacle that slides over the gravel toward the door and cannot pass through the turbine door.

FIGURE 6d represents the gate closing proportional to the instantaneous, proportional lifting of the system required. The obstacle will have sufficient space to pass at the bottom of the turbine.

 FIGURE 0 is a focal point of installation and it is not necessary to change the natural heights of the water, just to make a tapping.

 FIGURE 62 represents a place of installation and it is not necessary to alter the natural heights of the water, only to make a tapping, for that tapping is a tapping of manufactured items.

 FIGURE S3 represents the assembly of the first manufactured items that form the foundation for the system.

FIGURE 84 represents the first items Already capped with natural gravel the first horizontal item required for aquatic life thinning. FIGURE 5S represents vertical plates placed on the plates already closed in position for the fitting of the pillars that will hold the horizontal galleries assembly.

 FIGURE BB represents a portion of the gallery already placed and the item assembled in conical engagement.

 FIGURE 67 represents a side of the foundation and fully assembled galleries.

 FIGURE 68 represents a side of the foundation and galleries fully assembled and enclosed with natural gravel.

 FIGURE SS represents the final foundation laid on plates.

 FIGURE 70 depicts the conical plates fitted over the final foundation in position.

 FIGURE 71 depicts the pillars mounted on the vertical plates placed on the already closed plates.

 FIGURE 72 represents the control room. On this platform the largest full of water will not reach.

FIGURE 73 represents the control room in front where the last plates are assembled. On this platform the biggest chei of water will not be able to reach.

 FIGURE 74 represents the pillar on one side in position.

 FIGURE 7S represents the complete foundation system for mounting the mobile system.

 FIGURE 7β represents a mobile system where turbines will be mounted. FIG 77 represents a complete assembled system where water passes. It will close the river on the other side at the time of assembly.

FIGURE 78 represents the Site Already Prepared for Mounting the Other Part of the System.

FIGURE represents the complete system assembled in rest position. FIGURE 80 is a portion of the system in a working position and another in a resting position. FIGURE 81 represents the system in the lowest water operating position.

 FIGURE 82 represents the stand-by system for water to rise proportionally to the installation height to catch the largest hydraulic forces to achieve maximum power generation.

FIGURE $ 3 represents the raising water.

 FIGURE 84 depicts the system raising the ffaps to achieve final water lifting.

 FIGURE 86 represents the first system in operation and the control room out of water in a safe position.

FIGURE 8 $ represents the ^' machine ^' in working position.

 FIGURE 87 represents the rising water and the port rises proportionally and the fla proportionally lowers necessary for the excess water to pass and the river level in front of the turbine to be stable.

 FIGURE 88 represents that in flood the system rises to release gravel, moving sand downstream and stabilize the height upstream.

 FIGURE BB represents that the river leaves no more obstacles, the system is fully raised and releases natural forces in its path.

FIGURE 90 represents an obstacle hitting the flap, and the sensors send a signal to the system.

 FIGURE 91 represents that the system released the obstacle downstream.

 FIGURE 92 represents that the flap comes into position instantly.

 FIGURE 93 represents the same system installed at a wider width to be able to control all fluid flowing downstream.

FIGURE 94 represents the height of the river before and after installation, the machine in position and the inflatable tube closing the waterway at the bottom and therefore the water rises in proportion to the installation of the turbine in the power generation position.

FIGURE 95 represents the height of the river before and after installation and an inflatable tube lowering and releasing excess proportional water that does not You can pass the turbine in balance with the maximum height for greater ^'efficiency of hydraulic forces.

 The F10URÂ S $ represents the height of the river before and after the installation and the fish gallery where the two inflatable tubes will be mounted closed so that excess fluid does not accumulate gravel beneath the installation.

 FIGURE S? It represents the height of the river before and after installation and the galena of fish rising above to achieve greater force to release all solid material downstream.

 FIGURE 98 represents the height of the river before and after installation and the withered inflatable tubes to release more water in turbine operating position.

 FIGURE SS represents the height of the river before and after installation and the inflatable tubes are withered and moved to a more grounded river position. FIGURE 1.00 Lifting the system along the river flood has reached working height and for that reason it lowered the flap to place the other excess water in front of the turbine to achieve a working position.

FIGURE 101 represents the machine in position and the inflatable plug closes the water passage at the bottom and therefore the water rises in proportion to the installation of the turbine in the position of generating electric power.

 FIGURE 1.02 represents an inflatable tube lowering and releasing the excess water it provides! You cannot pass the rocking turbine at maximum height for the highest performance of hydraulic forces.

 FIGURE 103 depicts that the fish gallery where the two Inflatable tubes will be mounted are closed so that excess fluid does not accumulate gravel beneath the Facility.

 104 depicts the gallery of fish rising above to achieve greater force to release all solid material downstream.

FIGURE 10S represents the withered Inflatable tubes to release more water in the working position of the. turbine.

FIGURE 10β represents the withered inflatable tubes and moved to a deeper river position. FIGURE 107 is a front view of the six-turbine assembly.

FIGURE W is a top view of the six turbine assembly. FIGURE 109 is a section of turbine assembly, side fixed bearing and aquatic passageway,

FIGURE 110 is a side view of the central fixed bearing and side spacer module with wire rope outlet.

FIGURE 111 is a side view of the control SAF between the ^bearings' and includes central core .fixos turbine.

 FIGURE 112 is a section of the rotor turbine with flexible flat bar blades.

 FIGURE 113 is a section of the turbine with rotor and "U" profile fixed flexible blades.

 FIGURE 114 is a view of the flat rubber fixed flexible paddle. FIGURE 115 is a view of the "U" profile fixed flexible blade,

FIGURE 118 is a section of the turbine spacer module with low rotation electric generator mounted.

 FIGURE 117 is an enlarged view of the assembly of spacer modules, housing, turbine rotor.

 FIGURE 18 is a side view of the low speed electric generator.

 FIGURE 119 is an enlarged detail of the mounting of the polar magnetic plates, permanent magnets and keyed silicon steel blade sections of the low speed electric generator.

 FIGURE 1 ® represents a front view of the low speed generator with assembly of its components.

 FIGURE 121 is an enlarged detail of the mounting of the silicon steel blade sectors.

 Figure 122 represents the same system as figure (1), but the blades are unique.

FIGURE 123 represents the same system as Igura (2), but the blades are unique. FIGURE 124 represents the same system as FIGURE 3, but the blades are unique.

 FIGURE 125 is a front view of the double stator electric generator.

 FIGURE 126 is an enlarged detail of mounting the support structure with the magnetic blades and the rotor with the permanent magnets interspersed.

 FIGURE 127 is a cross-sectional view of the double stator electric generator.

 FIGURE 128 represents the double stator electric generator which runs counter to the rotor.

 FIGURE 12S depicts the double stator electric generator rotating counter-rotor.

 FIGURE 130 represents an application for rivers where flooding occurs for months.

 FIGURE 131 represents that you can leave one door closed and the others open, and that the doors move automatically.

 FIGURE 132 represents a common natural Socai for the deployment of the hydraulic turbine system without the need to change anything.

 FIGURE 133 represents a possible location! for power system installation.

 FIGURE 134 represents the preparation of the Installation site.

 FIGURE 135 is a turbine with flexible blades mounted in separate rows.

 FIGURE 16 depicts a flexible shovel mounted in separate rows.

FIGURE 137 represents the same shovel but in another position.

 FIGURE 138 is a single row mounted flexible blade turbine.

 FIGURE 139 depicts a single row mounted flexible shovel.

FIGURE 14 © represents the same shovel in another position.

FIGURE 141 represents the bottom of the system.

FIGURE 142 represents a turbine in operation. FIGURE 143 represents the entrance of the fish passage.

FIGURE 144 represents the passage of fish within.

 FIGURE 145 represents the passage of fish.

 FIGURE 14 represents the conical structure of the fish passage.

 FIGURE 14? represents the electric generator with double stator.

 FIGURE 148 represents the generator with a "ZOOM"

 FIGURE 1.49 is a sectional view of the generator.

 FIGURE 1S0 represents the double stator electric generator rotating clockwise.

 FIGURE 1S1 represents the double stator electric generator rotating counterclockwise.

 FIGURE 152 represents a pond and two streams.

 FIGURE WZ represents the top view system.

 FIGURE 154 represents the door opening from a side view.

 FIGURE 155 is a front view of the door.

 FIGURE 16 represents the side view closed door.

 FIGURE 17 represents the side view system.

 FIGURE 1SS represents the fastening applications.

 FIGURE 169 represents the side view gravitational sieve,

 FIGURE 16S depicts the front view gravitational sieve.

FIGURE 161 represents the Basic Items for balancing the permanent gravitational torque system.

 FIGURE 162 represents Figure 1 mounted in circulation equilibrium.

FIGURE 163 represents clockwise rotary torqueless circulation. FIGURE 184 depicts non-torque rotary circulation counterclockwise. FIGURE 15 is a gravity system mounted at rest.

FIGURE 18S represents the gravitational permanent torque system for driving three equipment with three properly positioned and balanced masses. FIGURE 16? It represents the circular motion of the entire gravitaconal permanent force system, with three properly positioned masses and equilibrium, without the application of counter force.

 FIGURE 168 represents the circular synchronized displacements of the three equilibrium masses corresponding to the loads applied thereon and is the indication of the direction of rotation of the cylindrical structure of the gravity-constant permanent torque system.

 FIGURE 169 depicts the maximum circular synchronized displacements, where the three equilibrium masses achieve greater efficiency of the gravitational permanent torque system and the transposition of the vertical centerline of the cylindrical structure with the rotational motion.

 FIGURE 170 represents that the counteracting force acting on each equilibrium mass is greater than the gravitational force acting, thus transposing the center of gravity of each equilibrium mass on the corresponding vertical centerline.

 RGURÂ 171 represents the application of two gravitational permanent torque systems with three non-moving equilibrium masses.

 FIGURE 172 represents the counter rotation between two gravitational permanent torque systems with three equilibrium masses, each properly positioned in equilibrium, without the application of the counter force.

 FIGURE 173 represents the circular synchronized displacements of six equilibrium masses used in two gravitational permanent torque systems when aligned and with opposite directions of rotation driving a single equipment.

 FIGURE 174 depicts the synchronized circular displacements of the equilibrium masses and the transposition of the vertical centerlines of the cylindrical structures with the directions of rotation of the gravitational permanent torque systems.

FIGURE 17S represents the maximum synchronized displacements that the equilibrium masses can achieve, which is where the efficiency of gravitational permanent torque systems can occur when aligned, with opposite directions of rotation driving a single device. FIGURE 70 represents the circular synchronized displacements of the equilibrium masses where the counteracting acting force is greater than the gravitational force acting, thus transposing the center of gravity of the equilibrium mass over the corresponding vertical centerline when aligned and with each other. counter rotation drives driving a single device.

 FIGURE 177 represents two gravitational permanent torque systems with three equilibrium masses each in properly positioned and in equilibrium. FIG. 178 represents the counter rotation between two gravitational permanent torque systems, with three masses each, properly positioned in equilibrium, without the application of counter force.

 FIGURE 17S depicts the circular synchronized displacements of six equilibrium masses used in two gravitational permanent torque systems when aligned and with opposite directions of rotation driving a single device.

 FIGURE 180 represents the maximum synchronized displacements and the most efficient position that the equilibrium masses used in two gravitational permanent torque systems can achieve when aligned and with opposite directions of rotation driving a single device.

 FIGURE 1S1 represents that the counteracting force acting on the equilibrium masses is greater than the gravitational force acting, thus transposing the center of gravity of each equilibrium mass on the corresponding vertical centerline.

 FIGURE 1S2 represents the gravitational permanent torque system for driving three devices with three fixed masses on the torque axes through properly positioned and balanced bearing housings.

. FIGURE 183 represents the circular motion of the entire gravitational permanent torque system, with three masses properly positioned in equilibrium without the application of counterforce.

FIGURE 184 represents the circular synchronized displacements of the three equilibrium masses corresponding to the loads applied thereon, indicating the direction of rotation of the permanent torque system cylindrical slot gravity and the fixation of the fixed masses in the axes of the axes on bearings with bearings, properly positioned and in equilibrium.

 FIGURE 185 represents the maximum synchronized displacements that the equilibrium masses can match, corresponding to the applied loads and mass circulation where the highest efficiency of the gravitational permanent York system occurs.

^The. FIGURE 186 represents that the counteracting force acting on each equilibrium mass is greater than the gravitational force acting, thereby transposing the center of gravity of each equilibrium mass on the corresponding vertical centerline.

 FIGURE 187 represents the Installation of electric generators in the gravitational permanent york system where together with the balancing masses and the non-rotating york axes are mounted the rotors of the electric generators and the fixed stators in the carcasses in perfect equilibrium.

FIGURE 188 represents the circular motion of the entire gravitational permanent force system with three masses properly positioned in equilibrium without the application of counter force.

 FIGURE 189 depicts the circular synchronized displacements of the three equilibrium masses together with the rotors of the electric generators and the stators with the direction of rotation indications of the cylindrical structure and the equilibrium mass circulation in the permanent gravitational York system.

FIGURE 190 represents the maximum synchronized displacements that the equilibrium masses together with the rotors of the electric generators relative to the stators can reach and the angular position of the masses where the highest efficiency of the gravitational permanent torque system occurs.

 A. FIGURE 191 represents an application of the net gravitational weight at rest.

FIGURE 1S2 represents a clockwise moving gravitational weight application in permanent weight proportional to the rotation of the liquid. FIGURE 193 depicts an application of the liquid gravtational weight shifting counterclockwise to permanent weight with position proportional to the rotation of the liquid.

 FIGURE 194 represents a mass of gravitational force acting! in vertical position at rest in the gravitational permanent York system FIGURE 1SS represents a mass and its center of gravity offset 90 degrees clockwise from the initial position.

 FIGURE 1:96 represents a mass and center of gravity displaced at an angle greater than 180 degrees clockwise from the starting position.

FIGURE IS? represents a mass and its center of gravity, offset 90 degrees counterclockwise from the starting position.

 FIGURE 08 represents a mass and its center of gravity offset at an angle greater than 180 degrees counterclockwise from the starting position.

 FIGURES 199 to 206 represent the tidal power system which will operate with the permanent gravitational York system.

 FIGURES 20? è 230 represent the separation structure with its possible divisions, each type of material to be separated requires a type of division.

FIGURE 231 represents the beginning of the separation in top view.

FIGURE 232 represents the side section of the table.

FIGURE 233 represents the separation structure.

FIGURE 234 represents the performance of the cleaning system,

FIGURE 23S represents the support roll.

FIGURE 236 represents the force roll.

FIGURE 237 represents the base of the roll stretching system.

FIGURE 238 represents the cylinder of the gravftaonal sieve system in side view. FIGURE 239 represents another part of the same cylinder.

FIGURE 24§ represents the conical entry.

FIGURE 241 represents the system providing clean water.

FIGURE 242 represents the channels.

FIGURE 243 depicts the belt cleaning system.

FIGURE 244 represents the separation cone.

FIGURE 245 represents the side view separation system.

FIGURE 246 depicts the system in side view and belt rotation carrying the dried material.

FIGURE 24? represents the transport of the material to its highest point and its fall.

FIGURE 248 represents the system in another application for more complex materials.

FIGURE 249 represents the same as the figure. (240), but at another angle.

FIGURE 26 represents a top view of an application where the movement is not about belts but about a circular area.

FIGURE 251 represents the same application as the previous figure, but in side view.

FIGURE 2S2 represents the side view separator with three different depths relative to water.

FIGURE 2S3 is a front view of the material entering the table and belt.

FIGURE 254 is a top view of the separator. FIGURE 2SS represents in top view the separator. FIGURE 2S8 represents an application for the melt separation of magnetism.

FIGURE 2S? represents a clearer application for magnetism separation.

FIGURE 25S is a side view of the separator.

FIGURE 2SS shows in side view the spacer mounted on a floating platform.

FIGURE 26® shows in top view how the separator tube system works.

Figure 281 is a top view of the suction system.

FISURA 2S2 represents in top view the system of wire rope pulleys.

FIGURE 283 represents two spacers with three parallel belts.

FIGURE 284 shows in top view the suction system,

FIGURE 2SS represents two spacers with three parallel belts.

FIGURE 266 shows in rear view two separators, which in this case work at the bottom of the water.

FIGURE 27 is a top view of the sea mineral separation system.

FIGURE 2S8 represents the function of the cables to be pulled by hydraulic cranes on the separator.

FIGURES 269 ^' to 271 show in top view the horizontal system. FIGURE 272 is a side view of the separation platform. FIGURE 273 is a side view of how the power system will perform. connect to the separation platform,

FIGURE 274 represents the seabed separator.

FIGURE 275 is a side view of the ocean plastic removal system.

FIGURE 278 represents in front view the ocean plastic removal system.

FIGURE 277 is a top view of the ocean plastic removal system in conjunction with the power system.

FIGURE 278 is a side view of the ocean oil separation system.

FIGURE 279 shows in top view the oil removal system.

FIGURE 280 is a side view of the hydraulic turbine.

FIGURE 281 is a side view of a stretched flexible shovel.

FIGURES 282-2S represent in side view the movement of the flexible blades of the hydraulic turbines in relation to the water.

FIGURE 287 is a side view of the piping that carries water to the hydraulic turbines.

FIGURE 288 is a simplified side view of the water entering the hydraulic turbine system.

FIGURE 289 represents the shape of the hydraulic turbine gate end.

FIGURES S © 2S2 represent in side view some elements for the location. installation of hydraulic turbines.

FIGURE 2S3 is a side view of the barrier.

FIGURE 2S4 is the barrier in different ^'heights water. FIGURE 2 is a side view of the flexible shovel.

FIGURE 296 is a side view of the sieve dirt removal system.

FIGURES 2ST © 2S8 show in top view the gravitactonal sieve.

FIGURES 29S 301 show in side view the assemblies working together with the gravitational sieve.

FIGURE 3D2 represents in top view the area of the rotating screen.

FIGURES 303 and 304 depict in side view a turbine type that may be installed within a pipe.

FIGURE 3Õ§ represents in transparent view the transparent flange.

FIGURE 30 represents the rings, areas of magnets, and other elements.

FIGURES 307 to SOS represent magnetic bushing bearings that can be used throughout the required system locations.

FIGURE 310 represents how the gravitational system works! closed.

FIGURE 311 is a top view view of a power generation system mounted within a pipe.

FIGURES 312 and 313 represent a system similar to that of FIGURE 311, but in this case there is no need for screens as turbines of other models will be used.

FIGURES 314 to 31S represent a separation platform.

FIGURE 317 represents in side view an adaptation so that on the separation platforms there may be plants that take advantage of the available space.

FIGURES 318 and 319 represent in side view the buoy system beacons, or power generators.

FIGURE S20 represents a system similar to that of the previous figure, but which adapts to rivers.

FIGURES 322-323 represent an elevator for the aquatic life, which works in gravtational forces.

FIGURE 324 is a side view of a system of hydraulic blades with flexible blades that can be mounted within a pipe. In this case the blades are tubular.

FIGURE 32S is a side view of the figure so that the system is not biased.

FIGURE 32 represents that the water level is proportional to the height of the float.

FIGURE 32? represents in side view the rotating grid.

FIGURES 32E and 329 show in side view a turbine with flexible blades of different types.

FIGURE 33Ô depicts in side view the vertical pipes into which turbines of different designs may be mounted.

FIGURE 331 represents another application for the tidal power generation system.

FIGURES 332 to 337 illustrate how turbines may be mounted within pipes and what Hirscloning will look like.

FIGURE 338 represents different models of flexible blades.

FIGURE 339 represents the conical inlet of the tubular system.

FIGURES 34 $ 342 represent side view applications for replacing the vibratory system in the separators.

FIGURES 343 and 344 represent the special solar panel.

With reference to figure (1) the turbine can be observed in case the generator is mounted externally. The fluid comes in direction (1.2a) passing first through the turbine carp (Ba), which changes the fluid proportional to the body mass around it, on the turbine body, will be mounted propellers (10a), which in fluid position increase the speed (16a) of the water around the body, achieving more electricity generation. As a system, a hard software will be set up that will program a better rotation and make it have a better electrical performance.

The turbine is fixed to tubular material (1.1a), it will have a motion system (7a). There will be a cavity (Sa), where the wire ropes will be fixed, and the structure (14a) is responsible for holding the cables. steel, and can lift the turbines when needed.

The generator and multiplier are mounted at the upper point of the tubular material 11a, in which case the tubular material transmits the same force to the generator at the same rotation as the turbine.

In order to facilitate the lifting of the iuthim, in the center of the body (8a) there is a pin attached to the bearings, in which is placed a rope, cable, chain among others, in front or behind depending on the size of the turbine. Another pin is mounted where the top shaft and bottom pin can change the position or inclination of the turbine which helps stabilize in a better rotating position. The body may be round, cylindrical, oval, or in other shapes. The tip of the turbine propellers will be flexible so that it doesn't hurt the aquatic life.

Referring to Figure 2, the turbine can be observed in case the generator is mounted internally. Basically what changes is that the generator, multiplier, etc. Will be mounted inside the turbine (13a), There will be a bushing or waterproof bearing (2Qa) that will cause the tubular material (11a) to rest. In area (21a) the cables will be used for the collection of wind energy, which may be sent to the grid, homes or even to mineral extraction platforms. In case the generator is mounted internally, the counter rotation may be used in favor of electricity generation. In other words, using at least two turbines, with the propellers shaped so that they rotate in opposite directions, the force of rotation will be doubled. The generators used may be common or magnetic. Turbine systems with different sizes (smaller front and larger rear will make it more powerful). The tip of the turbine propellers will be flexible so that it does not hurt aquatic life.

With reference to g ra ($) one can see from top view the turbines 19a, the matter! tubular (? & responsible for safely raising or lowering the turbines. There is a floating system (18a), which functions as buoys, there will be a fixation (17a).

Referring to figure (4), the turbine with the external generator can be seen in side view, the tubular material movement system (already, in case the generator is mounted externally, the structure (24a) will relate, transmitting it turbine rotation in force to the generator.

There will be a pull system for the wire ropes (22a). Equipment 23a has the function of preventing obstacles such as leaves, branches from accumulating. When the obstacle touches these spheres it will slide by the fact that they spin. Part of the structure mounted on the floating system | 2Sa).

With reference to figure (5) part of the structure can be seen along with the lifting system in position. The bottom of the water (27a), the speed of the water provides! fluid 28a, water level 134a), one of the system maintenance inlets and outlets 38a. Each turbine has a cell (32a) that can fit into another, and these cells (32a) will be mounted on a set (33a). There will be a wire rope, chain or others responsible for holding a cell (32), or a set of cells (33a). The cables and chains ($ Sa | will be fixed to the anchor system (38a). This power system can be deployed in various types of places, even where the sea meets rivers. In this case, the structure will be able to change the direction , in the radius of the anchor, if there is a change in the direction of the tide.

Referring to figure () one can observe from the top / diagonal view the position to which the solar panels (37a) will be mounted. They will be mounted tilted so that the rain clears them. The system is docked so that there will be solar and hydraulic power operating at the same time.

When the river begins to dry, the turbines will be raised slightly to continue hydraulic power generation. When the river dries to a point where the turbines can no longer operate, then the turbines will be raised and only the solar panels will continue to operate.

Referring to figure (?) One can observe the solar panels (37a) with the hydraulic turbine system. Lifting differences between the turbines (29a) ₅ (3CSa) _s and | 31a ₅ Steel wires | 3¾ ₅ chain or other, has the function of holding the cell (3AA) or set of cells (33a) -. Referring to Figure fS) one can see the solare panels 37a in top view. Wire ropes (3S) ₅ current or others, read the function of holding cell 32a or cell assembly 33a One of the inputs and outputs $ 3 af for system maintenance.

Referring to Figure (S), one can observe in rear view solar panels (37a), the water level (34a) _and the turbines (13), the anchor system (38a). At the highest point | 3¾) of the structure will be mounted the solar panels, so that it is of sufficient height to lift the turbines out of it ^! water, and if necessary go with a boat, work platform or transport underneath. All shapes created by nskimz & will have a complete fit with the turbine applications, that is, we will use our system in a way that does not harm nature.

Referring to Figures 10 through 13, one of the most basic ways in which a turbine propeller is used for the system of Figures 1 | until (9). Basically a propeller is formed by a circle (k) ₅ formed by any material. This circle (k) will be cut in half (v), to become half circle. After that at half its diameter it will make a small half circle cut (aj * which when placed on the other radius will lift as in figure f13. This model has the characteristic of being very light and not accumulating obstacles.

Referring to Figure 14, you can see that you can also cut the entire circle in yin-yang format.

Referring to figures 15} through (18), one can observe variations of propellers, which have a better functioning in the air instead of water.

With reference to figures (19) and (20} one can observe two Together propellers, which work in a very efficient hydrodynamic manner, as they do not accumulate natural obstacles.

With reference to the figure (21f it can be seen that propellers of different sizes Ie) and (u2} can also work together.

Referring to Figure 22, one can observe the divisions 78 between the blades on a blade chiller, where all the blades are equidistant. The division of each row is thicker on the side (79), and will be made in such a way that when the water pressure enters, the blade will be joined with the neighboring blade, so as not to pass water at that point. The side (7 $) will be in each thicker row and will be made in a shape so that one or two millimeters apart is not thin! from the wall where the rotor (37) passes in a shape, so that the jet of water pressure passing through the site reduces losses to a minimum. So the first water jet inlet one millimeter from the side will be turned toward the wall, so the rotation will be similar to the side water velocity and so the water will not pass in front of the rotor speed and not there will be losses on the sides. The reason for the fineness of all blades being flexible is that if a small or medium obstacle enters, the flexibility of the blades will serve as a small damper, and a wear area, in combination with a system automatically tightens each rotating spade a maximum of one millimeter towards the table to take advantage of almost all fluid in rotating forces. With wear and tear over time, the system automatically guarantees the same distance throughout the operating time, commensurate with the application of full utilization, or uptime. dry. In the center of the turbine is a cylinder (83) where the turbine shaft will be mounted, which works in a tight area with a pressure, regulated by the system, so that the water cannot reach the lower region of the turbine, it stabilizes in the final position of the blades where it takes full force of fluid pressure in rotating position. This is important because the bearing is much smaller than the pipe increases the safety of water distance and working out of water so we get the bearing out of the water. The small tubes (81) will be mounted on the cylinder (83) where the turbine shaft will be mounted to serve as the base for the blade assembly. In a stable and flexible form. A Correa-like flexible part (82) will be mounted on the small tubes (81), and on the other side will be mounted on the top of each blade, where it is not flexible, along each blade will be two oval holes (85). , to achieve the mounting of the blade attachment. The screws (84) are for fixing.

With reference to the figure (23) it can be observed at the end of each blade ($ 0), it will be totally flexible, in position up or down, only in the final position (82), it will combine the rotation of the cylinder (83) where the turbine shaft will be mounted, the flexibility of the blades is important before it reaches the final position, where it will take the full force of the rotating fluid, it will move at the same speed as the fluid entering the system, so it will not have counter-rotation friction and will not rotate the jet into the inlet position, thus will not cause fluid turbulence. Figure 51 shows this.

Referring appears {24} can be seen that in this position the blade is in fluid support position in betw AA & jet of water ^5. Here the velocity of water is greater than the rotation of the set in force, so that the water will lift and force the same row of blades in the difference of rotor movement and water inlet. The flexible part (82) will rotate and support the small tube (81) and support the cylinder (83) where the turbine shaft will be mounted, where it will reach the final position. In rotation this will happen each time in a row, continuously in the same rotary position. Figure (§1) shows this. With reference to figure | 2S | It can be observed that the installation of the system creates a survey of the water, and that raised water, in a flat area in front of the installation upstream, as explained downstream in (231), (233). The position of the facility defines downstream and upstream. Downstream means after installation and upstream means before installation. The slope of natural water downstream, all rivers have a natural slope, so they move the spring fluid towards the sea. When an obstacle is made in the river, the rising water (231) provides! to the obstacle and creates a flat area above the water. The slope 233) between the bottom of the river and the flat area (231) created by the obstacle reaches proportional to the slope and the obstacle at one point where it again enters the natural slope of the river (151). The width of the river (230). The high ravine (129) * the water direction (234). The same rules are used in the hydraulic turbine system to achieve a perfect fit in deep rivers, so the system has endless advantages. After fitting, the flat area has a slight inclination, the origin of this inclination is a result of the volume of water entering downstream along with movement by the pressure it enters, the movement ends naturally proportional to the items on a slight inclination where bodies of water pass downstream in front of the turbine. The shallow river hydraulic turbine system has a full-scale production capacity of 1.00Qk ¥ v7h available in perfect fit, the mid-river system has a large scale 4.Q00k ¥ h available in perfect fit, and the ios system deep features 2G.ÔGGk ¥ Wh large-scale capacity in perfect fit. These facts hold true in the early world, without altering nature and ecological life near the facility, upstream and downstream.

Referring to Figure 26, one can see three turbines 92 of the type of Figures 22 through 24 and from 122 to 24 one or more turbine rotors mounted in this form.

The internal air revolution system (93) mounted on two sides in each set, here circulates the air in horizontal and diagonal tubes, in the same i «b © ¾ also pass all the internal cables that assist in the operation of the automated system, in the dry, because the whole system is really closed, only the top is opened. The system raises or lowers together, so the open place is always away from water. Efe is curved in the top exit so that rainwater does not get in. This will give us a temperature in the regulated system so that condensed water does not accumulate in the system. The elastic coupling (4) will be mounted on the shafts and fixed to the frame.

Referring to figure 2 'it can be seen that it is the same system as figure 26 only at another angle, and that spacer fS4) shows the end of the three series mounted turbines, it has a system with a generator. When the river is wider, it can be mounted in another form to fit into the same system and complete the installation in a way to control all fluid flowing into the riverbed. The spacer may be wider when less fluid is in the same river. No more space will be required for the turbine areas.

Referring to figure 28, the same movable assembly of figure 27 can be seen, but assembled complete and front-to-bottom view. The internal spacing (95) where the fluid is suction controlled after passing through the table and the turbine system in position to take advantage of all fluids. The ffa 96 will be mounted on top of the mobile system 106, it may pass over the complete mobile system structure, or depending on the model only in lower areas. Its function is to regulate the height of the water in changes of use, in the flood also releases accumulated obstacles of all sizes fla (96) works automatically. The internal structural housing (97) where the automated lifting and lowering system of each door (98) will be mounted. The turbine (92). The spacer (04), where inside it will be mounted the elastic coupling (4% where inside it will be mounted the bearings, shafts and a part of the sensor system. The spacer (95) in its outer area has an inlet, and at the bottom an elastic shock absorber (99) fits the flexible paddles distance on the table automatically over time over a minimum R2016 / 000077

leaks anywhere and in the area where it will be mounted. The structural housing of the generator {100} ,. Plate (101) that holds the position of the doors in operation. The flexible area (105) for supplementing the internal compressed air in the system so that the air can not escape the range of automatic regulation.

With reference to figure 20 one can observe the same system of figure 28, but with a deep back view. The entry of the spacer (102) has been explained in figure (28). The generator inlet (13) is waterproof, like the spacer inlet (102). The housing of the assembly 104 above will be fully enclosed, the spacers as well. Only the place where the turbines will be mounted will be opened. The movable structure (10) holds the automatically placed air pressure required depending on the height of the naturally growing waters behind the system at the time of flood so as not to flood the turbine and the outlet to suck from the downstream forces. The flexible area (105) _» to complete the internal compressed air in the system so that the air cannot escape in the range of automatic regulation,

With reference to figure (30) can observe the mobile system (106) ^'of figures (22) to (29), but here we are showing a set of six generators and two turbines mounted on the line- control room ( 110) automatic. The fabricated post (111) holds the movable system (10β) in position. In gallery 108, the entrance gives aquatic life is initiated in a conical fabric structure 107, at the end of it is the entrance to the passage system. The entry or exit of aquatic life upstream (100) after the passage system is completed.

With reference to figure (31) one can observe the control cam (110), its position is shown in figure (30). The entire system necessary for the automatic operation of long-distance controlled hardware and software will be assembled. It will be mounted on fabricated boards at a height that the maximum flood water cannot reach.

The internal air revolution system (93) mounted on two sides in each set, here circulates the air in diagonal horizontal pipes, in the same tubes also pass all the internal cables that assist in the operation of the system. automated system, in the dry, because the whole system is really closed, only the top is opened. The fabricate flap (111) holds the movable system (1ÔS) in position. The platform (112) is where the transformer ^ etc will be mounted. The system (114) has the function of raising or lowering the movable system one part of it will be fixed to the pillars (111), and another part of it will be mounted on the movable structure (106), Material (11 $), which transfers the information until the control room, the generator's produced energy and all the necessary oil passing through the mobile system where the piping system (93) will be mounted is in working position. The transformer (113) and the power outlet in the network. When mounted in series, the power output will be on the central transformer and then on the grid.

Referring to figure 32, one can observe the internal air revolution system 93 mounted on two sides in each set, here circulating the air in horizontal and diagonal tubes, in the same tubes also pass all the internal cables that help n Automated system operation, not dry, as the whole system is actually closed, only the top is opened. The material (16), which transfers the information to the control house, the generator's produced energy and all the necessary quotation that passes into the mobile system where the piping system (93) will be mounted is out of the generation position because of a unusual flood, in ordinary floods it still works, in which case the generator goes into operation. (118), when the system is out of power production and the grid is connected with other systems it also has no available power, this generator It automatically turns on and puts the power required for the system to lower and return to work, or otherwise lifting the system if it is in trouble and will provide technicians with the type of problem and location to facilitate service.

Referring to figure 33, the mobile system 106 can be seen, its operation has been explained in the previous figures, but here it is raised from a liver. The iron tables 11 'will be mounted on the fish transverse gallery, each of which perfectly fits a turbine rotor of figure 22 or figure 122. The perfect fit is achieved by the damper (99), which fits the distance of the flexible paddles onto the iron tables (117) automatically over time spent at a minimum leak-free distance anywhere and in the area where it will be mounted.

With reference to figure {34} one can observe the frontal view, as explained in figure (28). The plate (118) for holding the transverse gallery and all the pillars, foundations and other coilition plates so as not to cause erosion and water to pass in a smooth position in the system, provides! at the open doors. The shock absorber (99) automatically fits the flexible paddles distance over the table over time to a minimum leak-free distance anywhere and in the area where it will be mounted. The spacer (94), where inside it will be mounted the elastic coupling (4), where inside it will be mounted the bearings, shafts and a part of the sensor system. Under the spacer (04), each leak will be completely sealed. The door (SS) is closed on the fence, and it rushes the fence on the table. In this position the river can grow without any leakage at first, until it reaches the height of the installation and the position of the ffap.

With reference to figure (35). it can be seen the spacer (94) is mounted hate ond within the elastic coupling (4) _are inside which are mounted bearings, axles and a part of the sensor system. Turbines 92, Door 98 is fully open and is about 40 percent blade height for two reasons: greater dirt cannot enter the blade system without lifting, which increases the area proportional to the obstacle you want. pass. In another case the flexible paddles make a clear path for such obstacles because they are sixty percent higher. The second reason, of equal importance to mail operation, water velocity cannot be changed or braked before it reaches the fixed support position, explained in Figures (23), (24), and (123), and ( 124) ^,

With reference to. Figure 36 can be seen upstream from below, and the iron tables (17) will be mounted on the fish transverse gallery (120), each of which perfectly fits a turbine rotor. (22} _s or figure (1 2) .The whole system will be fixed fixed fitted to the natural materials in the river. The system of the passage of the aquatic life (10 $), the entrance of the aquatic life is in a conical fabrication structure ( 107) „<at the end of it is the entrance to the passage system.The fabricated post (111) holds the movable system (106) in position.The plate (1.18) serves to hold the transverse gallery (120) and all columns, foundations and other plates in the collection not to cause erosion and water to pass in a smooth position in the system, providing the doors open.The fabricated sink (10) which forms the first floor where all items will be fitted. concrete, after all assembled, will form a single multifunctional part, as explained below.While the natural materials are fully assembled and all parts assembled together in the system, it has a weight several times greater than the force of water in front of the installation and so it stays firm in Natural fitting position in total safety. Thus the water in the maximum flood achieves no negative movement of the structure.

Referring to figure 37 it can be seen that the fabrication post 111 holds the system in position. The entrance of the aquatic life is in a conical fabric structure (107), at the end of it is the entrance to the passage system. The plate (18) for holding the transverse gallery (120) and all pillars, foundations and other bonding plates to prevent erosion and the water pass in a smooth position in the system, proportional to the open doors. The fabrication plate (119) which forms the first foundation on which all the concrete items will be fitted, after all assembled, will form a single multifunctional part, as explained below. Fabricated plates 122 will be placed in this position so that aquatic life has a place where water depth is greater, so aquatic life is concentrated on the spot and will be called in by water that will come out of turbines placed in position. over the iron tables (117) upstream, and by the conical system (107) placed over the plates, the aquatic life instantly finds its way to the inlet of the transverse galley (120) and into the inlets (121). The iron tables (117) will be mounted on the fish transverse gallery, where each perfectly fits a single rotor turbine of Fig. 22 or Fig. 122. The entrances (121) are built in one size so that the largest aquatic life appearing in the facility's river can easily pass, the second reason being that obstacles such as gravel do not diminish the entrances. Each conical fabrication frame 107 has the same type of inlet. The inlet will be at a depth equal to the slab 122, but will grow conically, opening towards the transverse gallery {120} »At flood time, or when the machine releases flood fluid, and gravel iodine , logs, and other obstacles passing in the background, the plates (123) solve the problems so as not to clog the entrances (121).

With reference to figure (Si) one can observe the movement of aquatic life. The inlet of the aquatic life (124) is in a conical fabric structure (107) at the end of each®, the inlet in the passage system. The entrances (121) are built to a size so that the largest aquatic life appearing in the facility's river can easily pass, the second reason being that obstacles such as gravel do not diminish the entrances. The inlet will be at a depth equal to the slab 122, but will grow conically, opening toward the transverse gallery. Aquatic life, over the course of evolution, has changed into various life forms and formed an instinct to be able to live in all the conditions of natural change. Mossas passages must respect all the facts, so that the aquatic life can pass instantly in our facilities, or move freely, and be an environment that they like to pass. In this thinking, we created the system of hydraulic turbines.

With reference to figure one can observe the movement of aquatic life, as explained in figure (38) _»The only differences are that the transverse gallery (120) is transparent over pa able to see the bottom, and the gravel ( 125), which can be seen in the background. Gravel (125) is important for the various types of small aquatic life, so that they get a natural area, with the same gravel from the bottom of the river in Soca! from the placed facility, they get a similar passage to the river's natural one. Through the entrances 121, sunlight can be seen internally in the transverse gallery 120, so inside it will not be dark, and will have natural daylight.

Referring to Fig. 4 ©) it can be seen The fabricated post (111) holds the mobile system in position. The entrance of the aquatic life is in a conical fabric structure (107), in thin! defa, is the entrance to the passage system. The entrances (121) are constructed in one size so that the largest aquatic life appearing in the installation can easily pass, the second reason is that gravel obstacles do not diminish the entrances. The natural rapids (132) or man's barrier were moved ten meters below, on average. The height of the water 127 does not need to be changed after installation, and the height of the ravine 28 is not changed either. The height of the water (126) changes after passing through the natural rapids (132} or the man-made barrier.

Referring to figure 41 it can be seen that the aquatic life 124 can instantly find its way to the entrance of the transverse galley 12§. Gravel (12S) _S is important for the various types of small aquatic life, so that they achieve a natural area, with the same gravel of river tisando at the place of installation placed, achieve a passage similar to nature! From Rio. The advantage of this system is that underneath the turbines there are several inlets across the width of the river, and through the conical system the fish can pass straight through without any problems. Referring to figure 42, one can see the end of the transverse tube 120), the aquatic life 124 is called by another stream passing through the gallery 108. The gravel 125 is important for the various types. small aquatic life, so that they can get a natural area, with the same gravel from the bottom of the river in the place of the installation, get a similar passage to the natural one of the river.

Referring to figure (43) one can observe The control sap (10). The finai cross tube (12 ©) from ₅ to aquatic life is called by another current passing in the gallery (108). Gravel (125) is important for the various types of small aquatic life so that they can reach an area natural, with the same gravel from the bottom of the river at the site of the placed facility, achieves a similar natural passage to the river. The pipes are transparent at the top so you can see the gravel (125).

With reference to figure 44 one can see the grids 133 which bring sunlight into the galleries, the stairs 135 are designed to hold the gravel and modify the inclination of the gallery tube (1). S). Thus the slope of the gravel (1.25) and the water changes, and Along with the slope we get various velocities of water in the gallery, and no more than one and a half meters per second, so the aquatic vsda passes freely and the natural gravel ( 125) does not move downstream. The direction of water (134). Slope less than a. slope of gallery 136 is the reason that water passes through gallery 108 at various different speeds but does not exceed one and a half meters per second, the reason for the importance of water velocity not exceeding one and a half meters per second is that the most fragile aquatic life will have no problems and the gravel will not be moving. The galleries will not be completely filled with water, they will be divided between: gravel, water and air. The grids will carry the light to the galleries through the vertical tubes in the gallery (108). Thus the gallery system tries to look as much as possible with the riverbed, prioritizing the conditions of aquatic life.

Referring to figure 45 it can be seen that the gallery 108, the entrance or exit of the upstream waterway 109 upon completion of the passage system. The gravel 12B is important for the various types of Small aquatic life, so that they can get a natural area, with the same gravel from the bottom of the river in the place of installation placed, get a similar passage to the river neáwa. The end of the gallery (108). The piano must be mounted and passing over the highest point of the ravine (130), because when the river begins to fill, by regulation (137), we can control the volume of water per second that passes through the galleries (108). This type of system is used in bounds (128) with maximum three meters d height above the water level (127), which are shown in figure (40) In fsgura | 4) can only observe the position of the cone in the river proportional to Facilities, The hole (138) is quite large and wide so that the water _. at the entrance it has less speed than water in the river, so that obstacles that pass in the river are not pulled by these inlets and do not pass through the galleries. The cone (108) is wide so that aquatic life, which flows downstream without the current cfoamaóa, can get in the way of the galleries downstream. The shape of the regulation (137 | ₅ downwards raises a flexible area from bottom to cirna where the top area passes all the galena, fluid and aquatic life. By changing the height in the flat area of the gallery, we are able to calibrate height, with changes in the height of the filled water automatically, so we will stabilize the volume of the fluid passing in the galleries, and also the speed of the water in it. Unlike traditional systems, they use a valve that closes an area from top to bottom, so they will create a water jet, and when they want to reduce the volume of the water jet, the water velocity is over one and a half meters per second, they have to lower more to stabilize the water. , the force of the jet grows proportional to the drop, so aquatic life no longer has room to move around in the free area. If they put a common barrier from the bottom up, they create an obstacle that aquatic life does not As can pass with a flexible lock which closes at a OVAI proportional to the length of the flat shape gallery |. 10S) _S achieves a fluid regulation without hindrance. The Inflatable System! It is automated and raises or lowers as needed. The ffap below works similar to the larger area between the arrows f 136} above.

Referring to Figure 4 (4), it can be seen that the location of the system deployment may vary according to the height of the ravine, when the difference in height of the water between above and below the installation is higher than the distance. Between the cone 109 and the installation site 130, the gallery will be mounted longer, so that the gallery has a fixed inclination, and it will be calculated to achieve a higher height, otherwise it will be shorter. The reason for all this is to achieve controlled water, which grows no more than one meter and melo per second and has enough space for the largest space at the point of infiable regulation, which will be mounted on the flat inlet (121), just above the height of the inlet

(121) in the highest position, and the top of the galleries, (1.08), shall not be reduced to a height lower than the inlet piam (121) of the transverse gater (120). This ensures that all that can enter , will also be able to leave. Referring to figure 47 it can be seen that we have achieved by the hydraulic turbine system, after the upstream installation, a totally natural situation of the river, without any change in the installation. The reason is that, by varying the height of the water, it is possible that all organic and mineral material that passes downstream can move without accumulation of materials in front of the installation. In full flooding the installation is out of reach of the fluids and for this reason the fluid achieves a natural cleaning of the riverbed, after the extreme flooding the system again fits a clean area and achieves a gravel and condition. clean sand, without the presence of accumulated organic materials, which rot and change water quality. With this the quality of the water and the riverbed does not change with the presence of our facility. The advantage of this system over that of the fixed barrier is that of the fixed barrier, the materials accumulate over the years in layers of fame and organic materials that rot and change the quality of water in the dry season, the river lesto, becomes clogged with unpleasant materials, and worsens the quality of life of aquatic life (124). The entrance of aquatic life (121). The height of the water level (149) at the bottom in the installation of the con (10S). Figure 88 shows the cleanliness of the river.

Referring to Fig. 48, one can observe the type of tubing 141 which applies to Figs. 22 to 24 or can also be applied from (101) to (103). The blades 142 which may be of the type of turbines of FIGS. 22 to 24 or of

(122) to (24). The position of figure (34) is the same as that of figure (48). The flap 98 will be mounted on top of the mobile system 106, it may pass over the complete mobile system structure, or depending on the model only in lower areas. Its function is to regulate the height of the water in changes of use, and in floods also releases accumulated obstacles of all sizes, the flap (96) works automatically. The internal structural housing (97) where the lifting and lowering system will be mounted (144). of each port. {98}. Perfect fit is achieved by the damper (99), which fits the distance of the flexible paddles onto the tables (117) automatically over time over a minimal distance without leakage in place! any and in the area where it will be mounted. The flexible area (105) for completing the internal compressed air in the system so that the air cannot escape in the range of automatic regulation. The plate 118 serves to hold the transverse gallery 120 and all pillars, foundations and other plates in the collection so as not to cause erosion and water to pass in a smooth position in the system, proportional to the open doors. The water is starting to accumulate, and the height of the water (127). it grows in time proportionate to the water passing downstream. At low er, it reaches the height (1.26) proportional to the height of the installation on the natural riverbed. The iron table (143) will be mounted forward in the curved area of the transverse galley (120) to facilitate natural suction water output after having passed the system in the table position and blade operation, as explained above. Upon oma flexible belt (145) mounted on the flap (96) allows qu not pass under it _are water only on the flap (96) in the working position, the lower minimum- one millimeter for all Leaf-like obstacles floating in the river automatically pass without accumulating downstream. The third function is that the larger aquatic life, which jumps out of the water, can reach the height downstream straight by sliding over the flexible belt (145) without getting hurt. The movable system (06) is the assembly of all the material that is mounted together that rises or lowers, system (114) has the function of raising or lowering the mobile system (106), a part of it will be fixed to the pillars ( 111), and another part thereof will be mounted on the movable frame (106).

With reference to figure (4®). The same system as shown in Figure 48 can be seen on top of a flexible belt 145 mounted on the flap 96 allowing no water to flow from underneath the flap 96 only below it. , in working position, lowers at least one millimeter, so that all lightweight obstacles that float in the river automatically pass without accumulating downstream. The area & function is that larger aquatic life, which leaps out of the water (147), and be able to reach the height downstream straight by sliding over the flexible belt (145) without injury. The flap (Si) is raised at a sufficient height from the water deposited in front of the Installation (147). The movable system (1Φ6) is the set of all material that is mounted together that rises or lowers, system (114) has the function of raising or lowering the movable system (WS), a part of it will be sanded on the pillars (111). ), and another part of it will be mounted on the movable frame (186). The lifting system, which can be hydraulic, is fixed on one side below the flap (96) and on the other side on the movable cylinder. This way he can lift, lower, or put into position. On top of the movable system, at the beginning next to the attachment of the movable structure, a flexible seal (148) is fixed over it so that no water can pass through, regardless of the position of the flap. The water column created by the system installation, at the difference between the height of the water before installation (127) and after installation (126), created in the position of the leak-free movable fitting a height difference, a hydraulic force is achieved. natura! delivers! the height created and we were able to use, after the door was opened in the system, to turn these forces into rotating forces and ultimately into elective forces. We will achieve a constant hydraulic force proportional to the volume of water per second that passes almost without loss in the system.

With reference to figure (5δ) can observe the same system of figure (4) _dl over a flexible belt | 1 S mounted on the flap (BB) allows not pass water (147) from below it, only above, the flap 98 in working position lowers the minimum river by one millimeter, so that all lightweight obstacles floating in the river pass automatically without accumulating downstream. The third function is that the larger aquatic life, which leaps out of the water (147), can reach the height downstream straight by sliding over the flexible belt (14S) without injury. The movable system (106) is the assembly of all the material that is assembled together that raises the lower, system (11) has the function of raising or lowering the movable system (106), a part of it will be fixed to the pillars (111). and another part thereof is mounted on the mobile frame (1 ^'06). The lifting system, which can be hydraulic, fixed in one side underneath the flap (S6) and the other side on the movable cylinder. This way he can lift, lower, or put into position. On top of the movable system, at the beginning next to the attachment of the movable structure, a flexible seal (148) will be fixed over it so that no water can pass through, regardless of the position of the flap. In this position it can be observed that the deposit was full, and automatically, the door (9 &) began to raise then the water jet (149) at first begins to enter the system. The shovel (15 $) at this time did not start being pushed by the water jet, so it is still at rest.

Referring to figure 51 one can observe the same system as the previous figure. In this position it can be observed that the water tank is already full, and the door (98) is open, thus the water jet (151) completes the movement of the blades the space necessary to perform the movement of the system in circle. The jet d ^! water (151) forces the shovel (150) into a supporting position. Here the water velocity is greater than the rotation of the set in force, so the water jet will lift and force the same row (150) of blades in the difference of rotor movement and water inlet, see figure (24). .

At the end of each blade (152), it will be fully flexible, in position ci or below, only in the final position, it will combine the rotation of the cylinder (83) where the turbine shaft will be mounted, the flexibility of the blades is important before if it reaches the fini position, where it will take the full force of the rotating fluid, it will move at the same speed as the fluid entering the system, so it will not have friction counter rotation will not rotate the jet in position of the inlet, so will not cause fluid turbulence. At this moment, the water jet forces forward in proportion to the speed in relation to the height differences (127) and (126). The moving system (106) already has a higher atmospheric pressure so that the water in the system, no matter how high the water outlet (126), is. Inside will be stable, The internal pressure will be proportionally necessary to achieve this result.

With reference to figure (52). You can see the same system as the previous figure. In this position the door 98 is already fully open. Because the turbine rotation is less than the jet speed, the water reservoir is deposited at that moment upwards and pushes the flexible blades (150) proportionally the required space. The weight of the paddles (1 Sud) is similar to the weight of water, so it is important for the flexibility to fit perfectly with the fluid velocity, where the paddles (150) * get the same frictionless movement. This is important as the entry of the blades into the support position assists in lifting the lift into position so that there are no forces contrary to rotation. Only in the final position will it match the rotation of the cylinder where the turbine shaft will be mounted, the flexibility of the blades is important before it reaches the final position where it will take the full force of the rotating fluid, it will move at the same speed. the fluid will enter the system, so it will not have counter-rotating friction and will not rotate the jet into the inlet position, so it will not cause fluid turbulence. When the paddle (I ®) reaches the table position (117), it is already in the finial position, and it is being pushed by the fluid (1.53), the perfect fit is achieved by the damper (S% which fits the distance of the The flexible paddles were on top of the iron tables (117) automatically over time spent at minimum distance without leaks anywhere and in the area where it will be assembled. will open the path of the fluid (154) downstream and by gravitation and controlled atmospheric pressure, the fluid will lower and spread downstream in suction.The flexibility of the blade (165), the fluid (154), does not lift at the blade exit (WB as it floats and exits in a position without lifting the water (154).

Referring to figure 53, one can observe the same system as the previous figure. In this position the water jet (156) completes the maximum water height, as already explained. The blade (152) has a rotational speed, and is pushed at the same speed as the jet enters, and thereby achieves a doubling of the speed of the blade (150), which is passing over the table (177), thereafter. (152) can reach the table at the same time as the blade (159) leaves the table (177), so the hydraulic turbine system has no unused water loss, and all water passing through the system is enjoyed in the same way. In each spacer where inside The elastic coupling will be mounted where the bearings, shafts and a part of the sensor system will be mounted. The height of the bearing in the spacer _. (158), which will be at a certain distance between the turbine and will be sealed to prevent water from entering, will be mounted above water level which will assist in a long life of the bearing system as it does not reach any water pressure in that system, the distance is shorter than in deepwater applications of the hydraulic turbine system, the distance will be longer, Because the cylinder when the cylinder is larger, the distance increases !, In traditional systems many bearings get underwater and catch pressure proportional to the water height above the bearings,

With reference to figure (S4) one can observe the same system as the previous figure. In this position the jet (1S9) and the jack (160) formed a single block of water, but it was separated by the flexible blade (1S2) ₅ the block joined with the hardness of the blade and because the blade was flexible in that direction In the previous position and the blade speed is proportional to the Jet speed (ÍB), the blade (1SS) was able to push the water jet (161) in an ideal position. For this reason, the blade that is placed on the table in the final position does not cause forces against rotation. Because we are not braking the water, we get a much larger volume of water than a waterwheel, where the paddles are fixed and one paddle hinders the movement of the other, as they cannot achieve a speed of paddle movement equal to the speed of the paddle. The volume of water (161) represents the maximum height, and has been eliminated by the flexible blade (162), now that the blade (150) is opening, the jet (16d) _s will be eliminated and the volume of water (161}, crop as already explained.

With reference to Figure (55) it can be seen that a part of the system (11S) _S passes through the traverse system (183), qu making collection operation in all parts of the mobile system (1 © §). The trunk (64) passed through the door (98), which when fully open is forty percent the height of the blade (152). The blade (152) cannot close and slides over the trunk in proportion to the rotor movement without be forced and for this reason the trunk has sufficient space to pass through the system towards the shovel (1i0). The spade (150) by rotation will rise, and this type of trunk easily passes downstream. This is another very important advantage of the flexible blades being used by the hydraulic turbine system. Thus, it is not necessary to use grids, which result in cost, cleaning problems and loss of force. Otherwise, when the trunk fails to exit, the sensors inside the system will register the scraper by sound, and at the same time, the complete system will rise proportionally as needed. After that the system will return to the working position.

Referring to figure 56, it can be seen from above a flexible belt 145 mounted on the flap (9 $), allowing water (147) not to flow from underneath it, only from above the flap 96, in working position, lowers at least one millimeter so that all lightweight obstacles that float in the river automatically pass without accumulating downstream. The third function is that larger aquatic life, which leaps out of the water (147 ), and can reach the height downright by sliding over the flexible belt (146) without injury. But here _» a larger obstacle that floats on the river (1iS) _s crashes into the installation site, so the sensors pick up an unusual sound, the software and the hardware record several points in a way that can register the obstacle (165). ), and the system kicks in. Instantly fla (98) begins to lower.

With reference to figure (57) ^'can be seen that Hap (96), bent proportional to obstacle size (165), and deposed water now comes a higher layer where the obstacle can Mutuar downstream height 127, will reduce just enough that obstacle 165 can pass downstream. 126 Another advantage of the system is that nothing accumulates or changes the natural environment, our system acts in tethering with nature. .

Referring to figure SB it can be seen that the obstacle 65 has passed downstream and the flap 96 is beginning to return to its normal position. The waterfall (166) shows that the total water level has not decreased much. The height of the water in front of the turbine (127) lowered only proportional to the water layer released at the time the obstacle passed (166) by That is why the height has changed little. When the flap returns, the sloping water area will instantly merge with the flat area until it reaches the height before the obstacle arrives (6 $). Water velocity and pressure changed only proportionally to what was explained, but the production of electric energy is not changed. In this situation the water volume (126) is growing, the mobile system (1.0 ©) ^'puts more air areas, so that the water height copy (168) is stable within the system, not to drown the turbine. The same reaction occurs when water grows naturally in the same place.

 Referring to Figure 59, it can be seen that the trunk 169 passed through the door 98, which when fully open has forty percent of the height of the blade 152. A part of the trunk (169) has come loose. The blade (152) cannot close and slides over the trunk proportionally to the rotor movement without being forced and the detached trunk fragment (169) has sufficient space to pass through the system towards the blade (150). Note: When there is a trunk (169) the sensors pick which door (98) it crashed into, and instantly only the door (98) the trunk (169) crashed into closes, the others remain open. Thus continuous power generation.

With reference to figure 60 it can be seen that at the same time as the door closed the movable system 106 has been raised, the process of lowering or raising the centimeters takes about 3 seconds. This was done so that the trunk (169). cannot enter the turbine rotor. The trunk 169 will pass into the water layer 170 formed below the turbine rotor and slide under the table downstream. After the trunk has passed, the system will return to normal position in about seven to eight seconds. In the event of a medium flood, or if the river pulls out rocks and gravel, the system will do the same, but with the door (98) open, so that any obstacle such as rocks and sand will pass the natural path and not accumulate in front of the river. system, as in traditional systems. Electricity production will remain intact. This way we can release some of the excess water in the right place and we will have less spent on the turbine. In traditional systems the turbines are fixed and cause terrible expense. The same movement explained in this figure that It also works on aquatic life safety, for example if a person jumps on the turbine before the person reaches the ground, the door will close without lifting the system. The door will only open until the person leaves the room. Flexible paddles have another advantage as it slides over obstacles, it will slide when someone puts their hand in the same spot without seriously injuring the person. traditional system one would be left without a hand at the same moment. This also helps the aquatic life, because when it does not escape the suction area, it can pass depending on your position without getting injured. In the case of raising the flood, the system will clear a path for aquatic life at the same focal point that passes gravel and sand along the path of the galleries.

Referring to figure 61, a common natural site for system deployment can be observed without the need to change anything. Our system also fits in places that man has already made barriers to not sink the river anymore. This proves that the system is versatile and applies to almost any type of location that has different water heights in its path. The height of the water (127), natural drought time. At the height of the water (126) it is changed after the passage through the stones, which also happens when it passes through a man made barrier. It is not necessary to change the water height (127) after installation, nor to change the bar height - (28>. The ravine height (129) will be changed to be equal to the ravine (128), as the line shows The position (130) of the system installation, which will be mounted in a transverse line with respect to the ria The two lines (131) show the height of the fitting in the natural changes of the installation site. The bottom line shows the minimum height of the water at drought time, the top line shows the maximum height of the water at the time of the water masses passing the iiap regulation. This system fits the explained form, where the difference in water height 127 and 126 fits from one and a half meters to three meters. The direction of water can be observed (163). From figure 62 to 132 the system which fits from three meters to five meters of water height difference 127 and 128 will be explained. 16 000077

Referring to Figure 62, the same location as Figure 61 can be seen, but here there is a greater distance (from twenty to thirty meters).

The gravel rattles! (125) was removed to lay the foundation of the system. Temporary piles (171), made to be able to align the fabrication parts on the seal, will only be in time for the fabrication parts to be assembled in place. Then the stakes will be placed in another stage depending on the width of the river.

With reference to Fig. 63 it can be seen that the first pieces of fabrication were placed. The main foundation and (173) was placed fully positioned, aligned to await the fitting of the next stage. On the foundation (172) will be mounted the control room.

Referring to figure 64, it can be seen that the main foundation 172 and 173 were closed with bark 126 in the same position as explained in the previous figure. The transverse workpiece has two functions: holding the transverse gallery (120), because the assembly is transverse, its second function is that there is no leakage of the shell after installation (126).

With reference to Figure (65) it can be observed that the manufactured part f 176) is embedded in the main ground (I72} _s and manufactured piece (175) is embedded in the main ground (173), these parts ( 175) and 176 will hold the transverse gallery 120 in place and the transverse gallery 120 will also hold these parts in place.

Referring to Fig. 66, one can observe the mounting of the transverse gallery system (120), the inlets (121), and the passageway to the other galleries (105). The part 17 of the gallery varies in size proportional to the length of the spacer, and the part 174 also, so that the system does not change nature but fits into it.

Referring to figure 67, the ready-made foundation for the transverse galleries can be seen in position. The joining of plates 176 and base 178 will form the foundation for holding the pillars.

With reference to figure (68) one can observe the fit of the items in one piece, the items were covered with the natural gravel (125). Plate 118 is being mounted to secure the transverse gallery and all pillars, foundations and other plates in quotation so as not to cause erosion and the water to pass in a smooth position in the system, providing the doors open- No thin! From each table a tube (177) will be installed where the spacers will fit into it.

 Referring to Figure 69, one can observe the concrete-filled tubular metal pins 17S which were embodied in the plates. All parts placed on the riverbed in fixed structures are made of special fabricated concrete. Manufactured close to the facility or manufactured and transported from another location, in which case it is best to look at what comes out the most. One can observe the beginning of the assembly of the cones (107), which will be mounted on the plate (122).

 Referring to figure 70, one can see the central plate 180 on which the central door will be mounted thereon. The center plate Will fit over the plates (176). The cones (107) will be mounted on the plate (122).

 85 Referring to figure (71), the mounting of the central pillars (181) can be seen. In part (182) of each pillar (181), the movable system (108) will be positioned for movement.

With reference to Figure 88 (72) can observe the assembly of the control room (@ 11) _s and the platform (112), which are mounted on the central pillars (181).

 Referring to Figure 73, one can observe the assembly of the end plate 183, it shows that the assembly of the plates is like a LEGO system, one piece fits perfectly into the other and forms a single piece.

 Referring to figure 74, it can be seen that the natural river bank 186 is sloping and the lateral pillars 185 are vertical. The plates 184 fit into the sloping ravine 186 and the side pillar 18 $ and are gravelly capped and another plate is mounted thereon. Thus we achieve a natural fit with the installation of the system without side leakage.

With reference to figure (75) it can be seen that all the embodied parts are perfectly positioned in a leak-free nature, this is the deep and lateral base to be able to control the river fluids, with the base to fix the mobile system (108). THE mounting of the pillar fixing and the base (188) of the walkway. The cables 18 'serve to secure the structure in position.

 90 With reference to figure 78 one can see the lifting system 114 of the mobile system 1-06 and the walkway 139 with which to pass all the places of the Installation or to cross the River.

 With reference to figure 77, the complete assembly in parts can be observed until we can cross the river.

 With reference to figure 78, it can be seen that the system is already mounted on one side of the river and is beginning to be assembled, as in figure 62 on the other side, and the assembly of parts will be the same. as described. The gallery 108 when mounted outside the ravine will be metallic but more internally like the normal model

 With reference to figure 79, the complete assembled system can be seen on both sides of the river, the parts on one side are identical to the other. The gallery 108, when mounted outside the ravine, will be metallic, more internally like the normal model.

 Referring to figure 80, it can be seen that the mobile system 100 has been lifted. A pair of hydraulic system 191 will be required to move, doors, flaps, mobile system. You can see the table (117). The gallery 108, when mounted outside the ravine, will be metallic, more internally like the normal model. The catwalk (189) ..

 With reference to figure 81 it can be seen that in part 182 of each pillar 181, the movable system 108 will be positioned for movement. The control room 110, the gallery 108, when mounted outside the ravine, will be metallic, more internally like the normal model. The catwalk (189).

With reference to Figure 98 (82) ^· can observe the fla (98) to be mounted on the mobile system (106). The gallery (108), when mounted outside the bank, will be metallic, but internally it will be like the normal model. One can observe the direction of the water (103). Flap 96 is at rest. The barrier (192) will be placed by our system in engagement with the natural barrier Pa for a better understanding see figure (61). T / BR2016 / 000077

Referring to figure $ 3, it can be seen that flap 96 is rising, and door BB has closed. Flap 96 is rising so that the water level 127 increases. The water level (.126) does not change with the installation, because after installation our system does not change the river.

 With reference to figure 84 it can be seen that the whole river is at height 127, so we can use a variation 131, shown in figure 61. The two lines 131 show the height of the fitting in the natural changes of the installation site. The bottom line shows the minimum height of the water at drought time, the top line shows the maximum height of the water at the time of the water masses passing the flap setting. If the height of the ravine is sufficient, we can slightly raise the river level at the above point to achieve greater hydraulic force. This variation depends on the bank and depends on the authorization of the authorities. The gallery (168) is now at the bottom of the water. Flap 96 is fully raised to its maximum position, water is at its lowest level, as before installation. The flap will lower if the water level does not rise.

 Referring to figure 86, it can be seen that the natural rapids 132 is capped by water. The flap 96 is raised as in figure 84. By fitting 131, quoted in figure 61, having been made the water is at its maximum height. Stairs (194) run through all locations of the facility to reach different levels of the walkways. The cables (87) are used to secure the structure in position.

With reference to figure 86 it can be observed that it is raining, the water level has increased naturally. When water hits the platform 195 mounted on the triangle 184 the sensors will signal that the river is full so that the flap 96 will lower. Its function is to regulate the height of the water in changes of use, and in floods also to overcome the accumulated obstacles of all sizes the flap (96) works automatically. The movable structure (106) holds the automatically placed air pressure required depending on the height of the naturally growing waters behind the system at flood time, so as not to flood the turbine and the outlet to suck from the downstream forces. Ma command skirt (1 0) The entire system necessary for the automatic operation of long-distance controlled hardware and software will be assembled. It will be mounted on fabricated boards at a height that the maximum flood water cannot reach.

 101 With reference to. figure (87), it can be seen that in case of a medium flood, or if the river pulls stones and gravel, the system will do the same thing, but with the door (98) open, so that every obstacle like stones and sand, pass in the natural way and do not accumulate in front of the system, as in traditional systems. The production of eic energy will be intact. This way we can release some of the excess water in the right place and we will have less spent on the turbine. In traditional systems the turbines are fixed and cause a terrible expense. In the case of lifting the stocking, the system will clear a path for aquatic life, at the same place that passes gravel and sand, next to the path of the galleries, the door will move proportionally as needed, so that the level of water on the platform is stable. It can be observed that in the flood or drought variation, the door (98), the .flap ($ 6, the movable system (108) and the turbine doors move as needed, so that the water height is always stable in front of the mobile system (186).

 With reference to figure 88 it can be seen that the mobile system 106 is raised as high as possible to continue operation. At this position a large layer of water (196) crosses the lower river (199) of the mobile system (108), this fluid layer carries all material passing through the river naturally, without accumulation ahead. Now the water level (190) is rising, the doors are open and the mobile system (188). be up. The movable system (106) holds the automatically placed air pressure required depending on the height of the naturally growing waters behind the system at flood time, so as not to flood the turbine and the outlet exits the downstream forces.

With reference to figure (89) it can be seen that the water level before and after installation is the same, by flood. Therefore, the mobile system 108 has been raised so as not to create an obstacle outside the natural river system. 00077

So nature will grow the river by a few more meters, and the installation will not be an obstacle. Mossa facilities will be calculated so that a 100-year flood cannot reach the control room floor or mobile system. Still at the command exit 110, all tires and systems for the operation of the machine will be at a time so that if the rising river has a flood of more than one hundred years still causes no impairment in operation other than dirt. We'll figure out that by the time the river reaches the control room in a catastrophic flood, perhaps once in a thousand years, it is already the size and width of a pond, and the pond will no longer be strong. We will calculate the height of the pillars to achieve the height of the exit and the height of the rooms, so that the system always fits the same as explained above. After full lowering, we will be back to work automatically. The same situation with the traditional system, it does much harm and the system could not return to work without general reform.

104 With reference to figure 90 one can see an obstacle 16S that floats in the river, collides with the installation site, then the sensors pick up an unusual sound, the software and hardware record several points in one form. that can register obstacle f1SS) _s and the system goes into action. Instantly the flap 0 @) _s begins to sharpen.

 With reference to figure 91 it can be seen that the flap 96 has lowered proportionally to the obstacle size 165, and in the water tank a larger layer now leaves where the obstacle can float downstream. The height of the water (127) will reduce just enough that the obstacle (1.66) can pass in the direction below (120). Another advantage of the system is that nothing accumulates or changes the natural environment, our system acts in balance with nature.

Referring to Fig. 92 it can be seen that the obstacle S1 _{S has} passed downstream, and the flap 98 is beginning to return to its normal position. The drop in water (16 $) shows that the total water nsvet has not reduced much. When the flap comes back, instantly the sloping water area will come together with the flat area until reaching the height before the obstacle arrives (165). Figure 58 can better explain what happened.

 Referring to figure 93, it can be seen that all movable systems 106 will be assembled so as to reach the full width of the ion, taking advantage of all the forces of the river. When the Installation is mounted near a lock, it will shrink! the size of the lock,

With reference to figure (94) * it can be observed that in rivers where the height of the bank (ÍZ) is at least ten meters, and every year for a period that lasts months, the river grows a great pasture. from the height of the ravine, as in rivers that pass through the Amazon, or other similar rivers worldwide, fit the deepwater system. These applications generate a difference in height, explained in the figures: (S4) to (S9), they show a cut of the river Izr, in changes of height. On a lacto naturally and on the other side with system application. In this way, we can achieve deep water changes over the course of a year, always generating the same amount of electrical energy, proportional to the installation, until reaching the total height in the height of the ravine (129) at the installation site. By differing in height from the system, we are able to take advantage of the water forces applied to the system in generating electric power. In large rivers, for example, we get the height of the ravine to be twenty meters, the height of the mobile dam system being four meters, all the fluid passing controlled, as in the average systems of the figures (22) to (S2). ) _s the mobile system (106) will be the same in terms of operation and movement, so it will be assembled to reach the full width of the deepest river without the application of locks. When the installation is mounted near a lock, it will decrease in proportion to the size of the lock. This system is installed on rivers that generate at least 10,000 kW per hour. For example, when the height of the ravine is seven meters high, then the height of the mobile dam system will be at least two meters. And yet it will generate ten mi! kW per hour. For example, if the river does not have the minimum width and volume required to generate ten thousand kW per hour, then apply the average river system from figures (22) to (32), Hardware and software systems, which will be mounted on all moving items, including the mobile system, for us to achieve optimal controlled motion for power generation. The software and hardware will be controlled over long distances, will be able to pick up the sounds of obstacles coming in close to the mobile system throughout the safety control at work over time of water changes, water stabilization temp, twenty four hours The software and hardware will be programmed to work like a robot, and their programming will depend on the location and type of installation in different climatic zones to achieve complete automation in maximum safety and generation.

When the river is too full, the system will come out, and when it fills it will come back automatically. Software and hardware will always be improved according to the adaptations required for each location and type of installation, so the system will always pray until we reach total perfection and a totally smooth application throughout the year. The hardware and software will work in rivers with low, medium and deep waters. For example, if the low water system is not enough, we will use the medium water system, and if the medium water system is not enough, we will use the deep water system. Thus it will be possible to reach the heights of the waters of any river in the world, in the drought or flood year changes.

110 Referring to figure (§4), you can observe the complete assembly (23S of the system as in figure f79) „A. Cut-off water layer (235). On the right you can see the height of the water without the installation. The slope {233} between the bottom of the river and the flat area (231) created by the obstacle reaches proportional to the slope and the obstacle at one point, where it again enters the natural slope of the river <151). Slope 233 would be as in Figure 2S, its point would be where the two slopes join. This point varies with the slope and height of the installation. Slope 233 would be where we would set up another facility so we were able to deploy several rows of turbines in series for the deepwater system to utilize all hydraulic forces for power generation. The height of the water without installation (23β), the height of the water with installation (130), the foundation (119), the plate (122). water level before installation (127), water direction (234). The inflatable tube 220 will be mounted on a movable structure that will be mounted in a shape around a moving gallery where aquatic life can pass through as less water passes through the river. The inflatable tube (220) will be closed on each side and section in which it is to effect movement, and it also has a split in its middle to calibrate the pressure. Inflatable tubes have the advantage of being assembled in two ways, the first is as shown in the picture, together with 220 and 228, the second shape is just below 228, depending on the characteristics of the location. installation. In the case of the second form, the table will be mounted on top of the movable fish transverse gallery (223). The function of the inflatable tubes is to close the entire area below the movable system (106) and the seal below will be on top of the plate (227), and thus achieve a fluid lift proportional to the area closed by them. Every place where the river is deep and the high bank fits perfectly with this system. The system achieves by lifting the fluids in a focal that was previously flat or slightly inclined a hydraulic force proportional to the lifting and how much fluid passes per second in the mobile system (106), as explained. The fabricated post (111) holds the movable system (106) in position. The system (114) has the function of raising or lowering the movable system (106), a part of it will be fixed to the pillars (111), and another part of it will be mounted to the mobile system (106). The flap (96) will be mounted on top of the mobile system (106), it may pass over the complete mobile system structure, or depending on the model only in lower areas. Such a lifting system 114 may have a piston which may be embodied. The lifting system (114) has the function of regulating the height of the water in changes of use, and in the floods also releases accumulated obstacles of all sizes, the flap (96) works automatically. The blades (ISO). The water direction (226) is towards the mobile system (106). Table 117 may be mounted on Inflatable tube 221 or movable transverse gallery (222). The position of the inflatable tubes can be changed as needed, such as when a large obstacle comes. The fastener 21S, which has the function of securing and closing the inflatable tube floor 22, will be mounted around the movable transverse tube 222. When mounting only the lower inflatable tube (228), the table (17), and the sealing rubber, will be fitted over the transverse gallery (222). The rubber will perform the same type of seal, previously deserted. The spacer (95) in its outer area has an inlet, and at the bottom of its entire area an elastic damper will be mounted. The spacer may be pressed onto the infillable tube 221, or onto the transverse fish tank 222 depending on the assembly. The foundation (119) has the function of positioning the pillar (111) to hold all systems in position. The plate 227 has the function that when the flexible tube 228 lowers, it becomes depressed and thus a seal will occur between the plate 227 and the flexible tube 228, thereby all the water will pass through. mobile system (10 ©), the water direction (226) shows the moving water controlled by the system. The door (98) is the minimum open, as there is no water, the door is open enough to balance the water level (127) and the ffap aheão (96), as explained above. In the figure below it can be seen that the door (98) is closed on top of the seal, and it is in a hurry that the seal was on the table. In this position the river can grow without any leak at first until it reaches the height of the installation and the position of the flap. The function of the inflatable tubes is to close the entire area below the movable system (106) and the seal below will be on top of the plate (227), and thus achieve a fluid lift proportional to the area closed by them. In this position the movable system 106 joins with the inflatable tubes and forms a unique system. The shock absorber (99) automatically fits the flexible paddles distance over the table over time to a minimum leak-free distance anywhere and in the area where it will be mounted. When only the lower inflatable tube (228) is mounted, the table (1) and the sealing rubber will be fitted over the transverse gallery (222). With reference to figure (95), let us observe the indination (2S &), it would be the focal point where we would set up another installation, so we could deploy several rows of turbines in series for the deepwater system to utilize all hydraulic forces for production. The height of the water without installation (23 the height of the water with installation 130) The foundation (119), the plate (122) .The water level before installation (127% the water direction In this situation there are no obstacles such as gravel, sand and stones, so to increase the volume of water near the mobile system (106), we placed the inflatable tubes and the floating galley at the bottom, at a distance so that the If the situation changes, the machine will change its position immediately.In the picture below it can be seen that at the bottom and below the inflatable tubes muw amm and abúmm an area. system installation, the difference The difference between the height of the water before installation (127) and after installation (126) created in the position of the plug. Thus it is possible to use the hydraulic force created by the system to generate electrical energy. The higher river has more power, and it begins to carry heavy materials such as rocks, gravel, sand and other organic materials that begin a downstream movement, and obstacles can pass downstream with the same movement. Above another part of the excess water, floating obstacles and aquatic life pass freely downstream and adma river. Below, heavier obstacles such as rocks, gravel and sand and heavier organic materials, a part of excess water, and a part of aquatic life freely. The system (114) has the function of raising or lowering the movable system (ÍW), a part of it will be fixed to the pillars (1.11), and another part of it will be mounted to the mobile system (106). The ffap (96) will be mounted on top of the mobile system (1DS} _5, it can pass over the complete mobile system structure, or depending on the model only in lower areas. Its function is to regulate the height of the changing water And when floods also accumulated obstacles of all sizes, ftap (96) works automatically.

With reference to figure 96 it can be seen that the water columns have gotten bigger, the inflatable tubes with the floating galleries (23T} ₅ are not connected to the fixed galley (1.00), - but the fish passage is still free in floating gallery (223) and fix gallery (108) the passage system is no longer needed, fish can move anywhere in the gallery downstream or upstream or even use the galleries as a hiding place »Production In the figure below, the column has grown and every obstacle such as gravel, rocks and sand, excess flood water and aquatic life pass underneath, and the mobile system (106) is in a position to generate of energy and energy production remains the same.

 With reference to figure 97, it can be served that the infeasible tube 220 has withered. The slope (233) between the bottom of the river and the flat area (231) created by the obstacle reaches provides! the slope and the obstacle at a point where it enters another z into the natural slope of the river (1S1). Slope 233 would be as in Figure 2S, its point would be where the two slopes meet. This point varies with the slope and height of the installation. Slope 233 would be where we would set up another facility, so we were able to deploy several rows of turbines in series for the deepwater system to utilize all the hydraulic forces for power generation. The height of water without installation (236), the height of water with installation (130). The foundation (119), the plate (122), the water level before installation (127), the water direction (234). In the figure below, the inflatable tubes 220 and 228 have completely withered away.

With reference to figure 98 it can be seen that the nearly maximum height of the ravine 129 has been reached. the water volume is as high as possible for wind power generation. Power generation has decreased in proportion to the lowering of fSap (96), and in proportion to the height of the water above the turbine, a column of water will pass over the mobile system (106), and will lead to floating obstacles. In the figure below the river raised even more The volume of water, with which the mobile system 106, will rise if no large number of floating obstacles pass, the power generation will decrease proportionally as in the figure above.

 115 With reference to the figure (SS it can be seen that in case no floating organic material passes, the last position of the river the mobile system (1 © S) has risen to maximum so that it can use its last available space to generate The moving system in this case has already cleared all of its space or bed, in case the wire goes down again, the mobile system {{10 ©} will return to its working position. If the river is overflowing, the mobile system (108) has been lifted into a safe position so that the riverbed has all the space on its basket and in other areas should it grow more naturally. wait for the height of the river to be stable, and it can return to its working position. The proportions of the system installation in height change in the calculation of the volume of water passing at specific locations to achieve maximum utilization of all the fluid passing annually. For example, a higher turbine with higher blades achieves a higher volume passing through the system. Everything goes into a calculation so that there is a maximum return on investment perspective and income in balance with nature. Because the system works naturally, it does not take power to a point where nature is damaged like a traditional power plant, we use the same area of the traditional system by installing multiple in-line and serial installations, and achieve the same result of energy produced in harmony with nature. Because the system has several models, do not create barriers for aquatic life, gravel and organic material to accumulate, when the system is installed we will achieve the same production result, and in balance with nature.

With reference to figure 100 one can observe the inflatable tube 220, it will be mounted on a movable structure which will be mounted in a shape around a moving gallery where the aquatic life can pass through and through the time when less water passes through the river. The inflatable tube (220) will be closed on each side and section in which it performs movement, and it also has a split in its melon to calibrate the pressure. The inflatable tubes have the advantage of being assembled in two ways, the first is as shown in the picture, together with 228 and 228 the second shape is just below 228 depending on the characteristics of the installation location. In the case of the second form, the table will be mounted on top of the movable fish transverse gallery 223. The function of the inflatable tybos is to close the entire area below the movable system (106) and the seal below will be above the 227, and thus achieve a fluid lift proportional to the area enclosed therein.Any focus where the river is deep and the high bank fits perfectly with this system.The system achieves by lifting the fluids in a site that was previously flat, or little inclined, a hydraulic force proportional to the lift and how much fluid passes per second in the mobile system (196), as explained. The fabrication post (111) holds the mobile system (108) in position. The system (114) has the function of raising or lowering the movable system (106), a part of it will be fixed to the pillars (111), and another part of it will be mounted to the mobile system (106). The ftap (96) will be mounted on top of the mobile system (108), it may pass over the complete mobile system structure, or depending on the model only in lower areas. Its function is to regulate the height of the water in changes of use, and in floods also releases accumulated obstacles of all sizes, the fta (96) works automatically. The blades (150). The water direction (228) is toward the mobile system (16). The table (117) may be mounted on the inflatable tube (221) or on the movable transverse room (222). The position of the inflatable tubes can be changed as needed, such as when a large obstacle comes. The fastener 219, which has the function of fixing and closing the price of the inflatable tube 220, will be mounted around the movable transverse gallery 222. When mounting only the. bottom inflatable tube (228), table (117), and sealing rubber will be fitted over transverse gallery (222). The rubber will perform the same type of seal as described previously. The spacer ^* (SS in its outer area has an inlet, and at the bottom of its entire area an elastic shock absorber will be mounted. The spacer can be pressed onto the inflatable tube (22i% or the fish transverse gallery (222) depending on the Mounting | 119} has the function of positioning the pillar (111) to hold all systems in place. The plate (22?) has the function of when the flexible tube (22S) lowers, it becomes pressurized. and thus a seal will occur between the plate 227 and the flexible tube 228) ₅ so that all water will pass into the mobile system 1 © S), the direction of the water | 22S | shows moving water controlled by the system. Door 98 is the minimum open, as there is no water, the door is opened wide enough for a balance to occur between water level 127 and open flap fS8) _s as explained above.

 With reference to figure 101, we can observe the automation of the hardware software systems, which will be mounted on all moving items, including the mobile system, so that we can achieve a controlled and ideal movement for electric power generation. The software and hardware will be controlled over long distances, will be able to pick up the sounds of obstacles entering the mobile system throughout the safety control at work over time of water changes, water stabilization time, twenty four hours The software and hardware will be programmed to work like a robot, and their programming will depend on the location and type of installation in different climate zones to achieve complete automation in maximum safety and generation.

When the river is very full, the system will come out, and when it fills it will come back automatically. The software and hardware will always be improved according to the adaptations required for each location and type of installation, so the system will always improve until we reach total perfection and a totally correct application throughout the year. The hardware software will work in rivers with low, medium and deep waters. For example, if the low water system is not enough, we will use the medium water system, and if the medium water system is not enough, we will use the deep water system. This will make it possible reach the water heights of any river in the world that is naturally ready to fit without natural change along the river for perfect fit, drought or flood year changes. The same automation regulates pressure, or removes pressure from inflatable tubes {22 until a vacuum can be created to achieve all the necessary changes in system application. It can be seen that the volume of water has grown a lot, so that the height of the water (12?) Is stable, the inflatable tube has emptied as necessary, so that the water nfvej (127) is stable as in the figure (100). ) »The volume of water and the height of the water downstream (126) have grown proportionally naturally, but the height of the water (11) will be the same depending on the regulation of the inflatable tubes. Inflatable tubes can be adjusted in various ways, depending on the differences in fluid height at the installation site, the shapes are controlled by software and hardware.

Referring to Fig. 102 it can be seen that above and below the inflatable tubes withered and opened an area. The water column created by the system installation, the difference between the height of the water before installation (127) and after installation (126) created in the docking position. Thus it is possible to use the hydraulic force created by the system to generate electrical energy. The higher river has more power, and it begins to carry heavy materials such as rocks, gravel, sand, and other organic materials that begin a downstream movement, and obstacles can pass downstream with the same movement. Above, another part of the excess water, floating obstacles and aquatic life pass freely downstream and upstream. Er low, heavier obstacles such as rocks, gravel and sand and heavier organic materials, a part of excess water, and a part of aquatic life freely. The system (114) has the function of raising or lowering the movable system (106), a part of it will be fixed to the pillars (111). and another part of it will be mounted on the mobile system (106). The flap (06) will be mounted on top of the mobile system (16), it may pass over the complete mobile system structure, or depending on the model only in lower areas. Its function is to regulate the height of the ^■

water changes, and floods also release accumulated obstacles of all sizes, the fla (BB) works automatically. The blades (1 ^' 5Q)' The water direction (228) is towards the mobile system (106). The floating gallery system (223), together with inflatable tubes (220) and (228) ₅ Here the floating tube (223) is coupled with the gallery (108), aquatic life has the option of going through three places. The floating gallery (223), at its entrances and internally, will be identical to gallery f 120).

 With reference to Fig. 103 it can be seen that the floating gallery system 223 joined with the inflatable tubes 220 has risen, the floating gallery 223 is no longer connected with the gallery. 108), but the passage of the fish is still free in the floating gallery (223) and in the fixed galena (1.08) the passage system is no longer necessary, the fish can move anywhere in the gallery downstream or upstream or up to You can even use the galleries as a hiding place. This position is necessary when the river brings heavy obstacles, so that these obstacles do not accumulate, the position is the maximum open. The trapped water column for system installation means the difference between the height of the water before installation (127) and after installation (126) created at the position of the fitting. By the movable system (106), being positioned was a cantilevered water column, so that the water level is stable

 Referring to Fig. 104 it can be seen that the inflatable tubes 220 and 228 are withered, the movable system 100 is positioned. Flap 96 is open, energy production remains stable if water (226), blades (150), water volume (147).

 With reference to figure (105) it can be observed that the nearly maximum height of the ravine (129) has been reached, the water volume is as high as possible for electric power generation. Power generation has decreased proportional to flap lowering (98), proportion to the height of the water above the turbine, a column of water will pass over the mobile system (106), and will carry floating obstacles such as leaves.

Referring to Fig. 108, it can be seen that the flap 96 has lowered and the volume of water .127 has decreased. Power generation decreased proportionally As the flap 96 lowered, the mobile system 106 rose to its maximum so that it could use its last available space to generate electric power. The mobile system in this case has already cleared all space for the river or its bed, should the river lower again, the mobile system 106 will return to its working position.

 To better understand the general system, here a few applications will be presented for more detailed medium depth rivers:

With reference to figure 10 ', it is possible to observe the housing (1) has structural function and to protect the turbine rotor Installed inside against external elements contained and moving inside the river. Spacer modules (2) house the low-speed electric generators ($), coupled directly to the turbine rotors with elastic couplings {4 | «Baffle plate (S \ regulates the height of the water column formed in front of the turbines by acting hydraulic cylinders (@) simultaneously driven by the corresponding hydraulic unit Directly coupled to the ends of the hydraulic cylinder rods (7), the slide bearings (8) support and slide over the side fixed bearings (9) and over the center fixed bearings (10 ) .ps assemblies consisting of three turbines At the bottom of the carcasses (1), gate-type gate (11) _s gates are installed which regulate the flow openings of the river water used to propel the rotor of each turbine. , are individually cloned via hydraulic cylinders (12) Central gate (13) with opening and closing actuated by hydraulic cylinder (14) which transfers the entire weight of the comporia to the metal beam (36) where it is mounted. All hydraulic cylinders are driven by hydraulic turbines (15) installed within rooms (16), accessed via stairs (17) and (18).

126 The hydraulic oil used to drive the cylinders is driven by the hydraulic piping (19). Stairs (20) and (21) allow access to the transformer control rooms (22) and (23). Inside the transformer skirt (23) an auxiliary generator motor is installed to supply electric power when there is no external power supply. At the top of each set consisting of three turbines is mounted a beam (24) prefabricated with reinforced concrete which connects the lateral fixed bearing (9) to the central fixed bearing (f 0), forming a gantry, is used as a walkway for access to all turbine control systems. On either side of the beam (24) railing (25) ^' is mounted for protection. Between the side and center fixed bearings, rods (26), made of carbon steel round bars, are used for leveling the fixed bearings and as a misalignment. The support structure of the turbine system is composed of a transverse cylindrical base! (27), formed by prefabricated modules made of reinforced concrete, where openings (28) allow access of aquatic life to its interior and are supported by the transverse (2S and longitudinal (30) beams, fish and other pipes) aquatic beings are composed of prefabricated tubular modules (31) and reinforced concrete, vertical inspection tubes (32) and horizontal outlet tubes (33).

127 Referring to Figure 108, there are tubular modules (31), vertical inspection tubes (32), horizontal outlet pipes (33), all prefabricated with reinforced concrete, mounted alongside the river and interconnected with each other. transverse cylindrical base (27), these allow the transposition of fish and other aquatic beings to the water reservoir formed in front of the turbines, with the continuity of the course. Housings (1) ₅ spacer modules (2), sliding bearings (8), hydraulic cylinders (S) for gate-gavefa gate, central gate (13), with opening and closing actuated by hydraulic cylinder (14) ), access stairs (17) (181), rooms (16) of hydraulic units (15), stairs (20) and (21): access to control rooms and transformer, suction chambers (34).

128 With reference to figure (109) may be seen pipe for the passage of fish, is composed of tubular modules (31) prefabricated with reinforced concrete, they are mounted on the river with gradient of 4 with respect to the horizontal plane. By not aligning the centerline of the modules, inverted steps can be formed to reduce the velocity and pressure of the internal water flow to the pipe. Inspection vertical tubes (32) allow access to the interior, horizontal outlet tubes (33), Prefabricated with reinforced concrete allows the release of fish and other aquatic beings by completing the transposition of the turbine system. Together they make up the pipe for passing fish and other aquatic beings. The transverse cylindrical base (27) and the fixed side bearing (9) are mounted and fixed on the transverse (29) and longitudinal (30) beams, where the hydraulic cylinder (7) is used for raising and lowering the coupled turbine assembly. to the sliding bearing {j. The railing (2S) is installed on both sides of the beam (24), stairs (17) and (18) to access the room (16) of the hydraulic unit (15).

 129 Referring to figure 110, the central fixed bearing 10, prefabricated with reinforced concrete, has a support track 35 on one of its upper faces with an inclination of 70 ° from the plane. which facilitates the sliding of all the equipment supported therein with the actuation of the hydraulic cylinder (7). The transverse cylindrical base! (27) is formed by joining the prefabricated modules with reinforced concrete of different shapes and fittings, supported and fixed on the transverse beam (20) and longitudinal beam (30). They have the function of supporting the horizontal load imposed by the river water volume and the vertical loads of the equipment mounted on it, making them stable. Electrical cables (42) run from the side spacer module and are connected to frequency converters installed inside the electrical panel, later connected to the transformer.

 130 Referring to figure 111, the central sluice 13, made of galvanized or non-galvanized carbon steel plates, is mounted between and supported on the central fixed bearings 10, where the opening and closing movement. It is made through the hydraulic cylinder (14) fixed to the metal beam (36).

With reference to figure 112, one can see the housing (1), the rotor (37), flexible blades (38), made of rubber or similar materials, arranged equidistantly at their outer perimeter. Gate valve type gate (11) is designed with dimensions proportional to the turbine housing where it will be mounted, fixed side rails (39) act as a guide, is cloned through the hydraulic cylinder (12) that allows its opening or closing according to the need of regulation through water flow for rotor propulsion, metallic protection (40) of the hydraulic cylinder (12). Rubber sheet (41) mounted on the upper end of the baffle plate with the function of protecting the equipment mounted on the top of the spacer modules and the casings that make up the turbine system. Suction chamber (34) made of galvanized or non-galvanized carbon steel plate, with reinforcements disposed on its length, fixed to the housing and ribbed to the lateral spacers by bolted connections, sealing rubber (43) supported on the transverse cylindrical base ( 27).

 132 Referring to Figure 113, one can see the housing (1), the rotor (37), flexible blades (42) made of rubber or similar materials arranged equidistantly at their outer perimeter. Gate valve type gate (11) is fitted with dimensions proportional to the turbine housing to be mounted, fixed side rails (3S) act as a guide, is driven through the hydraulic cylinder (2) which allows its flow or closing as required. regulating the flow of water through the propulsion of the rotor, metallic protection (40) of the hydraulic cylinder (12). Rubber sheet (41) mounted on the upper end of the deflector plate to protect the equipment mounted on the upper part of the spacer modules and the casings that make up the turbine system. Suction chamber (34) made of galvanized or non-galvanized carbon steel sheets with reinforcements disposed on their length, fixed to the housing and ribbed to the lateral spacers by screw connections, sealing rubber ■ (43), supported on the transverse cylindrical base (27).

 With reference to figure (114) one can observe the shape of the flexible blade (38) and the fixing with screws on flat bars welded on the rotor side.

134 With reference to figure (15), the shape of the flexible blade (42) and the fastening with screws on profile ^5S ÍF ^S welded to the rotor side can be seen.

135 Referring to Figure 116, the deflector plate 5 is made of galvanized or non-galvanized carbon steel sheet with reinforcements arranged in its length. It can be fixed welded over the entire assembly or movable with joints. }, rubber seal (45), fixed outside the entire structure. The opening of the baffle plate is made by cylinders hydraulics (£) which allow, when moored, to increase the volume of water in front of the turbine assembly, as a consequence the increase of the water column. The spacer module (2). It is manufactured with galvanized or non-galvanized carbon steel sheets, has its circular shape and dimensions that Mariani in function of the loads applied on it. It has in the upper access opening with rectangular caps (46) and another circular (47), with holes in every contour that allow their fixation through stainless steel screws, after receiving vulcanization for a perfect seal. Inside the spacer module is mounted on the metal base frame (48) the low speed wind generator (3} ₅ water pump (49), which sucks water from the reservoir f8) for cooling the outer ring of the wind power generator housing. low rotation. Reservoir water (8) is cooled using river water at room temperature in contact with the outer surface plate of the spacer. A shock absorber (50) of rubber or similar material is installed in the lower part of the spacer module. Its function is to adjust, with the help of the hydraulic cylinder (7), the height of the rotor blades according to the operational need. Transverse cylindrical base (27), openings (28) for access to it, modular plates (51) prefabricated with reinforced concrete installed before and after the turbine assembly regulate the flow of water in and out of the turbines.

 136 Referring to FIG (117), it can be seen that the housing (1) is designed with dimensions that vary according to the available hydraulic power.

137 The plate thicknesses and diameters are previously defined according to the efforts that will be subjected to the calculated generation power. It is manufactured with galvanized or non-galvanized steel plates. Its purpose is to protect the rotor (37). contained and moving outside within the river. Spacer module (2) houses the low-speed electric generator (3) mounted on the metal base frame (48) and directly coupled to the shaft end ($ 2) of the rotor (37) with elastic coupling (4). The rotor 37 is made of galvanized or non-galvanized steel sheets of varying diameter and length depending on the amount of alethic power generation desired. 138 The ends of the shafts (52) are mounted on hubs with bearings and seals and may be with graphite gaskets, seals or hydraulic seals. The rotor (37) has on its outside diameter flexible blades (38) made of rubbers or similar materials, they are fixed over the entire length of the rotor and spaced at the perimeter equidistantly. They have flexibility contrary to the direction of rotation of the rotor, which allows the passage of stones, sand, gravel, among other elements contained in and moving within the river. The flexible blades receive the hydraulic pressure of the river transforming it into mechanical energy, later with the rotor movement of the rotor (37), in electrical energy. On the spacer modules (2) the housing (1) is mounted to the baffle plate (5), driven by hydraulic cylinders {0}, interior access openings (28) of the transverse cylindrical base are arranged below the spacer modules (2) between precast concrete slabs (51).

139 Referring to Figure 118, the low-speed electric generator can be seen. The cylindrical structure of the housing (S3) _s is mounted on its inner diameter. Silicon steel blade sections (54) are mounted on the outer diameter of the rotor ( 55) polar magnetic plates (56) and permanent magnets (57) are mounted.

140 With reference to securement (119) one can observe the sectors of silicon steel blades (54) mounted on the inside diameter of the cylindrical housing structure (5S) _S polar magnetic plate (56) fixed on the outside diameter of the rupture (55) through threaded screws in the transverse base! (58), permanent magnet (57), copper bar (SB) steel pin (66), copper bar connection ring (61), key (62), brass strips _. (63), flanged tubes (64) for water inlet and outlet from maze (65) external to housing (53).

141 Referring to Figure 12 ©, one can see the cylindrical structure of the housing (53), silicon steel blade sections (54), flagellate tube (64), labyrinth (65), tie rod (66), clamping ring (67), copper coil (68), polar magnetic plates (56), permanent magnet (57), crossbar (58), rotor (55), shaft (69), key (70), bearings ( 71), bearing housing cover (72), closure covers (73), plugs (74), seals (75), oil level sight glass (76), internal air revolution blades (77). 142 Referring to Fig. 121, the cylindrical structure of the housing (53), silicon steel blade sections (54), rotor (55), polar magnetic plate (56), permanent magnet (57), crossbar (58), copper bar (Si), steel pin (60), copper bar connection ring (61), brass strips (63), clamping tkarAe (66), clamping ring (67 ) non-magnetic, phase-insulated copper coil (68), closure caps (73), scoured tube (64), labyrinth (65), internal air revolution blades (77).

 With reference to figure 122 one can observe the same turbine as figure 22, but the difference is that it has a row of single bladed blades (88). The open position (89) on the front side has a layer similar to one. In the belt, a hard material is vulcanized or fixed which stabilizes the final shape of the blade where it reaches, stretches the material in front and closes the hard material in one piece, where it reaches the hard support in the force of the liquid. This open position may be mounted one or more on the same blade in the horizontal position of each row mounted on the turbine. This will form a single flexible blade (88) in each row of blades. The open position {BB} has closed (90) and created a unique piece, but before it reaches that position an obstacle can be encountered. All applied numbers are valid on each paddle. The two points of flexibility, together with the point of flexibility (82) can open so that the obstacle can pass, after which it takes the final position to achieve the application of water in rotating force changing a position of the entering paddle reaching the same position. by releasing the masses of accumulated water fluid. At the same moment the other shovel picks up the closed table position towards the final position. Thus all passing water is harnessed in rotating forces without perà®.

 144 Referring to Fig. 123, the same system as Fig.

(23), but here the spade is unique (88),

 With reference to Fig. 124, the same system as Fig. 124 can be observed.

(24), but here the blades are unique.

With reference to Fig. 125, it can be seen that the support structure 197 of the static reinforcement has equidistant supports on its outer surface where rubber cushions 198 are mounted on them. the function of fixing the whole assembly, isolating etetricarnente, vibratory damping, and resisting the tangential force from the resistance caused by the magnetic field between irons.

 147 With reference to figure (126), an enlarged detail can be observed with the mounting of permanent magnets (202) low carbon steel sheets (199) copper coils {2Q} rotor {201) support structure { 197J.

Referring to Figure 148 (127), one can observe the electric generator, it can be mounted in the hydraulic system (212) which _are movable automatically delivers! the rotor force of the turbines. The turbines (1) or (101), obtain force according to the volume and the height of the water. The height of the water can be controlled, but not the volume. In the dry season, the water volume is smaller, so the door will close proportionally, so that the height force is guaranteed, but the volume force will decrease. In the rivers that present these situations, a hydraulic system will be mounted, which separates the double stator, from the proportional rotor (214). Thus it reduces the generation in the same generator, proportional to the one withdrawn, and it is possible to calibrate the forces to not reduce the rotation of turbine. Through this system, there are numerous advantages to this application.

Thus we can control proportional to the generation, also the rotation of the turbine, and achieve an optimal rotation for the system. Hydraulic movement (213) is exerted on the stator, it performs movement in direction (215), or back to the position shown in the image, controlled by the hardware and software system, which will be mounted on all moving Items for us. achieve a controlled and ideal movement for electric power generation. And all turbine system safety options in fluid volume changes. Thus the voltage will be stable. The supporting structure (197), the low carbon steel sheets (199), copper coils (20C¾ do not change the horizontal position, but the rotor (201) will change the horizontal, proportional position). his position towards (21 S). By the structural system of the generator, we get this movement ^■ (21 $), The hydraulic system (212) will be mounted fixed or rotating, along with the rotation of the turbine rotor. The numbers were taken from the figure (126}.

 With reference to figure 128, one can observe the generator of figure 123, but it is also possible to use the generator of figure 127. The generator takes the turbine-type electrical generation force of figures 22 or 122 in working application directly on the shaft in the generator where the rotor will be mounted. There will be a mechanical application that allows the fixed part of the generator present in Fig. 129, or also that of Fig. 127, to be mounted fixed to the cylindrical system 108. In this case due to mechanical application, the stator rotates against the rotor. When applied clockwise or anti-clockwise. When the elastic coupling (4) is mounted on the stator, it picks up the rotation of the turbine of the type of figure (22) or (122) in direct application to the stator, by mechanical application the rotor, rotates with the same applied force as the generator, but in the opposite direction and can be clockwise or counterclockwise. The difference between the ordinary generator and this one is that here both sides of the generator (stator and rotor) rotate at the same time, and take the same turbine force and mechanical application in the opposite direction. For this reason, we get twice the speed and also twice the electric generation, with the same size of the generator, or the same speed, with half the size of the generator in the same generation where only the rotor runs.

1.51 With reference to figure (1.29) _{t one} can observe the same as figure (128), but rotates in the opposite direction.

With reference to figure (13 ©), one can observe an application for rivers that have large floods for months, in these rivers, to make the most of the flood, this application will be used in electricity generation. In this application, it will not be necessary to use the flap, the reduced size will be increased in the proportional mobile system. In this case the mobile system 106 will be larger and the utilization will be proportional to the size. At location (25S) ₅ the circular port will pass, the port being much larger than other applications, so the circular port was designed to reduce the distance the fluid will travel until it reaches the turbine blades (150). Because the door and the turbine are circular, the door fits perfectly at a distance minimum and always the same, no matter what your position, the input losses will decrease. The socket can be assembled in two ways, the first one with two inflatable tubes, the second one with only one inflatable tube! depending on the focal characteristics of the installation. In the case of the second form, the table will be mounted on top of the movable fish transverse gallery (223). A. The lid (252} has the input function. In the other system we have several inputs needed to reach any internal location, to fix a major fault or exchange parts. The mobile system (106) will lower when it needs to be passed. light obstacles.

 With reference to figure 131, the same application as figure 130 can be observed. In this application, it will not be necessary to use the flap, the reduced size will be increased in proportional mobile system. In this case the mobile system 106 will be larger and the utilization will be proportional to the size. loca (253) will pass the circular port, so that the port will be much larger than other applications, so the circular port has been designed to reduce the distance the fluid will travel until it reaches the blades (150 | of the turbine.

The fitting may be assembled in two ways, the first form being with two Inflatable tubes, the second form being with only one inflatable tube depending on the characteristics of the installation location. In the case of the second form, the table will be mounted on top of the movable fish transverse gallery (223). One circular lid (2S4) ₅ can be closed and the others open. It opens β automatically closes, The spacer f 1H2), the blades

 Referring to Figure 2, a common natural site for System Deployment can be observed without the need to change anything. Our system also fits in places where man has made barriers

155 not to sink the river anymore. This proves that the system is versatile and applies to almost any type of location that has a difference in the height of the water in its path. The height of the water fi27) ₅ dried natural time d. In shallow water rivers, every 500m on average, the system reaches a natural site for system installation, where large-scale production would be

1.QQOkV h or less, proportional to the height, width of the river and the fluid. In medium water rivers, every 2 km on average, the system reaches a natural place for installation, as shown in figure (Si), in this case the capacity would be 4.0QÔkW on a large scale, but depending on the width of the, height and water volume. In deep water rivers, the natural river slopes will be used, as explained in figure (25f, Large scale would generate 20,000kVWh varying according to river width and height and fluid volume. Figure fSS) shows the installation which produces 2Ô.0GOk ¥ Wh.

 Referring to Figure 133, one can observe a common natural location for the care system deployment, without the need to change anything. Our system also fits in focal points that man has already made barriers

157 not to sink the river anymore. This proves that the care system is versatile and applies to almost any type of location that has a difference in the height of the water in its path. The height of water (1b) _are natural in the dry season. The height of the water (2b) changes after passing through the rocks, which also occurs when passing through a man-made barrier. It is not necessary to change the height of the water (ih) after installation, nor to change the height of the ravine (3fe). The height of the ravine (4h) will be changed to be equal to that of the ravine (3b), as the line shows in the figure. The position (S) of the care system installation, which will be mounted in a transverse line relative to the river. The two lines (êh \ show the change in encapsulation in the natural changes of the installation site. The bottom line shows the minimum height of the water in the dry season, the top line shows the maximum height of the water in the water masses. This system fits in the explained form, where the difference in water height (1b and (2b) fits from one and a half meters to three meters.) You can observe the direction of water (7b} _r

Referring to Figure 158 (134) can observe the same emplacement of Figure | 133) _are here but has a greater distance (twenty to thirty meters).

159 Here the natural gravel! (Sb) was removed to lay the foundation of the system. Temporary piles (9h), made to be able to place the fabricated parts in alignment, will bait only at the time when manufactured parts are assembled in their place. Then the stakes will be placed in another stage depending on the width of the river.

With reference to figure 135 one can observe the divisions 101 'between the blades in a row of blades, where all the studs are equidistant. The division of each row is thicker on the side (11 fe), will be made in such a way that when water pressure enters, the shovel will be joined with the neighboring shovel, so that no water passes at that point. The side {11b} will be in each row thicker and will be made in a shape so that one or two millimeters away at the end of the wall where the rotor {12b) passes in a shape, so that the water pressure jet that passes in place to minimize losses to a minimum. The way will be that the first inlet of the water jet one millimeter from the side is turned towards the wall, so the rotation will be similar to the water velocity of the side and so the water will not pass in front of the rotor speed and not there will be losses on the sides. The reasons for the end (13b) of all blades * being flexible is that if a small or medium obstacle enters, the flexibility of the blades will serve as a small damper, and a wear area, in combination with a system automatically tightens each blade. rotating a maximum of one millimeter towards the table to take advantage of almost all fluid in rotating forces. With wear and tear over time, the system automatically ensures the same distance throughout operation time, proportional to full utilization application or drought time. In the center of the turbine, there is a cylinder (14b) where the turbine shaft will be mounted, which works in a closed area with a pressure, regulated by the system, so that water cannot reach its internal region, it stabilizes in the end position of the blades where he pegs the full force of the fluid pressure in the rotational position. This is important because the bearing is much smaller than the pipe increases the safety of water distance and working out of water so we get the bearing out of the water. The small tubes (15b) will be mounted on the cylinder (14b) where the turbine shaft will be mounted to serve as the base for the blade assembly. In a stable and flexible form. A Correa-like flexible part (16b) will be mounted on the small tubes (i & h), and on the other side will be mounted on the top of each shovel where it is not flexible. Along each shovel there will be two oval holes (17b). to achieve the mounting of the blade attachment. The screws (18b) are for fastening.

 With reference to figure 136 - it can be seen at the end of each blade (13h), it will be fully flexible, circling or below, only in the final position (16b), it will combine the rotation of the cylinder (14b) ) where the turbine shaft will be mounted, the flexibility of the blades is important before it reaches the final position, where it will take the full force of the rotating fluid, it will move at the same speed as the fluid entering the system, and so on. it will not have counter-rotation friction and will not rotate the jat in the inlet position, thus it will not cause fluid turbulence.

 Referring to Figure 137, it can be seen that in this position, the blade is in the fluid bearing position at the water jet inlet. Here the water velocity is greater than the rotation of the joint in force, so the water jet will lift and force the same row of blades in the difference of rotor movement and water inlet. The flexible part 16b will rotate and abut the small tube 15b and abut the cylinder 14b where the turbine shaft will be mounted where it will reach the final position. In rotation this will happen each time in a row, continuously in the same rotary position.

Referring to Fig. 138, the same turbin as Fig. 135 can be seen, but the difference is that it has a single-blade paddle knife (19b). The open position 20b on the front side has a belt-like layer, a hard material is vulcanized or fixed which stabilizes the blade shape where it reaches, stretches the material in front and closes the hard material in one piece. where it reaches the hard support in the force of the liquid. This open position may be mounted one or more on the same blade in the horizontal position of each row mounted on the turbine. This will form a single flexible blade (19b) in each row of blades. Open position (20b) has closed (21b) and created a single piece, but before it reaches this position an obstacle can be encountered. All applied numbers are valid on each paddle. The two points of flexibility, together with the flexible part (16b) can open so that the obstacle can pass, after which it takes the final position to achieve the application of water in rotational force by changing a position of the entering paddle reaching the same position, releasing the masses of accumulated water fluid. At the same moment the other shovel picks up the closed table position towards the final position. Thus all the passing water is harnessed in rotating forces without loss.

 Referring to Fig. 139, the same turbine as Fig. 13S can be observed, but the difference is that it has single blades (19). The open position (2Qb) on the front side has a belt-like layer, a hard material is vulcanized or fixed which stabilizes the final form of the blade where it reaches, stretches the material in front and closes the hard material in one piece. where it reaches the hard support in the force of the liquid. This open position may be mounted one or more on the same blade in the horizontal position of each row mounted on the turbine. Thus a single flexible blade (19b) will be formed in each row of blades. Open position (20b) has closed (21b) and created a single piece, but before it reaches this position an obstacle can be encountered. All applied numbers are valid on each paddle. The two points of flexibility, together with the point of flexibility (16b) can open so that the obstacle can pass, after which it takes the final position to apply the water in rotating force changing a position of the entering paddle reaching the same position. by releasing the masses of accumulated water fluid. At the same moment the other shovel picks up the closed table position towards the final position. Thus all the passing water is harnessed in rotating forces without loss.

 Referring to Fig. 140, the same system as Fig. 137 can be observed, but here the blade is unique 19b.

Referring to Figure 168 (141) can observe the water level differences (22b) and (23) _are cemented to fixed barrier (24b), the channel (25b). The door (26b), which has a rubber (27b) with the function of blocking water when the door is closed. The door (28b) will be closed with the lifting of the buoys and will be opened with the lowering of the buoys. The flexible part 28b assists in the movement of the door. The water level after installation (29b) and the direction of water in the stream (Wb), 187 Cora reference picture (142) can observe the cemented fixed barrier {24b variation in the fluid height adjustable PEFA door | 31) ₃ height created by the system (32) _are the water inlet toward the turbine (Mb } _s the turbine housing (34fe), the turbine pressure area (S5h The flexible blades (b) will be mounted on the turbine cylinder (14fe), the turbine shaft | 3 ') _s the table (38fo). The flexibility of the paddles is important before it reaches the final position, where it will take the full force of the fluid at rotation, it will move at the same speed as the fluid enters the system, so it will not have counter-rotation friction and will not rotate. the jet in the inlet position will not cause fluid turbulence.

With reference to figure 143 one can observe the movement of the aquatic life {Qb}, the transverse galley 41b is transparent above so that it can see the bottom and the gravel {b which can be seen at the bottom. . The gravel is important for the various types of small aquatic life, so that they get a natural area, with the same gravel from the bottom of the river at the site! from the placed facility, they get a similar passage to the river's natural one. Through the entrances (42} ₅ sunlight can be seen internally transverse gallery | 1b) ₅ so inside it will not be dark, and will have natural daylight.

189 With reference to figure f144) it can be seen that aquatic life | 4§) can instantly find its way to the entrance to the transverse gallery (43fe} «Gravel (8i | _s is important for the various types of small aquatic life , so that they can get a natural area, with the same gravel from the bottom of the river in the place of the placed installation, they get a similar passage to the natural one of the river. The advantage of this system is that from the bottom of the turbines has several entrances in all width that cross the river, and by the conical system the fish can pass straight without problems.

170 With reference to figure (145) may be seen the grids {44b) which bring sunlight to the galleries, the stairs (4¾) _s are designed to hold the gravel and change the inclination of the gallery pipe {4Sfe ). So the slope of the gravel fS) and the water changes, and along with the slope we get various speeds of water in the gallery, and none of them five feet per second, with that the aquatic life passes freely and the natural shingle - (8b) makes no movement downstream. The water direction (47b). Slope lower than the slope of the gallery (48b) is why water passes through the gallery (4i) at several different speeds, but does not exceed one and a half meters per second, the reason why the speed of water does not exceed one meter and a half per second is that the most fragile aquatic life will have no problems and the gravel will not be moving. The galleries will not be completely filled with water, they will be divided between: gravel, water and air. The grids will carry the light to the galleries through the vertical tubes present in the gallery (46b). Thus the gallery system would look as much as possible with the riverbed, giving priority to the conditions of aquatic life.

 With reference to figure (146) it can be seen that the gallery (4h is the entrance or exit to the upstream aquatic life | 49b) upon completion of the passage system. Gravel {b is important for the various types of small aquatic life, so that they get a natural area, with the same gravel from the bottom of the river at the place of installation placed, achieve a similar passage to the natural river. The end of the gallery (46b) needs to be piano mounted and passing over the highest point of the ravine (5 © b), so when the river begins to fill, by adjusting fSf), we can control the volume of water per second. passes the galleries (4êb). This type of system is used in ravines (3b) with a maximum height of three meters above water level (1).

 With reference to figure 147, one can observe that the support structure 61b of the static reinforcement has equidistant supports on its outer surface where on them are mounted rubber pads 62b which have the function of fixing the whole assembly. , electrically isolate, vibration damping, and resist the tangential force from the resistance caused by the magnetic field between irons.

173 with reference to Figure (1 8), one can observe an enlarged detail with the assembly of permanent magnets (63b) steel sheet with low carbon (64b) ^"copper coils (65b) rotor (66b) of structure support mm

With reference to figure 149, one can observe the electric generator, and can be mounted on the hydraulic system f $ ?! ) _s where it can move automatically, proportional to the rotor force of the turbines. The turbines of figures 135 or 138 achieve force according to the volume and height of the water. The height of the water can be controlled, but not the volume. In the dry season, the volume of water is smaller, with that, the door will close proportionally, so that the height force is guaranteed, but the volume force will decrease. f In rivers that present these situations, a hydraulic system that separates the double stator from the proportional rotor (S8fe) will be mounted. This reduces the electrical generation in the same generator, proportional to the one withdrawn, and it is possible to calibrate the forces so as not to reduce the rotation of the rotor. turbine. Through this system, there are numerous advantages to this application.

So we can control proportional to the generation, also the rotation of the turbine, and achieved an optimal rotation for the system. The hydraulic movement (6Sb) is exerted on the stator, it performs the movement in the direction (7úh or back to the position shown in the image, controlled by the hardware and software system, which will be mounted on all moving items, so that we can achieve a controlled motion and ideal for power generation And all Care system safety options in fluid volume changes So the voltage will be stable The support structure {61ts) ₅ the low carbon steel sheets { S4b _s Copper coils {7ib} ₃ do not change the horizontal position, but the rotor (6Sb) will change the horizontal position proportional to its position toward (7Qb). By the structural system of the generator we achieve this movement (? 0} «The hydraulic system fSTb) will be mounted fixed or rotary, together with the rotation of the turbine rotor.

176 Referring to igure {15. A ) _s may be noted that in Figure generator (148} ₅ but it is also possible uíiliz & r the figure generator (14S). The generator takes the strength of power generation type -of turbine 135 or 133}, in working application, directly on the shaft in the generator, where the rotor will be mounted.There will be a mechanical application which allows the fixed part of the generator present in the 148, or also that of Figure 149, fixedly mounted to the cylindrical system 72b. In this case, by mechanical application, the stator rotates counter-rotor. When applied clockwise or counterclockwise. When the elastic coupling (73b) is mounted on the stator, it will take rotation from the turbine of the type of figure (135) or (138). in work application, direct to the stator, by mechanical application the rotor rotates with the same applied force of the generator, but in the opposite direction, can be clockwise or counterclockwise. The difference between the common generator and this one is that here both sides of the generator (stator and rotor) rotate at the same time, and take the same power from the turbine in mechanical application in the opposite direction. For this reason, we get twice the speed and also twice the power generation, with the same generator size, or the same speed, half the size of the generator in the same generation where only the rotor runs.

With reference to figure (151), one can observe the same as figure (15®), but rotates in the opposite direction.

 With reference to figure (152), one can see stream (74b) where system (75b) will be installed, water before installation (76b), water direction after installation (30b). Water outflow in the system (78b) can be done in two ways by going towards & a pond (7ib), which will bring movement (84b) into the lagoon, and the water will go towards (Sdb) the canal. 25b) which will continue the movement (82fe) of the fluid to channel (74b), or if there is no pond, water will enter location (83b) and continue its flow into channel (74b),

Referring to Fig. 153, the system from an upper view can be observed. The water will come from the channel (b}, part of it will go to the fish gallery (85b) _s in the direction (86b) .The water direction (87b) in the installation, the overflow passage (88b), the support 28b which has the function of assisting the movement of the door 26b and the rubber 27b which blocks the flow of water when the door is closed. ₅ the place of installation of the turbine (S0b) „.

180 Referring to figure 154, the side view of the operating system can be seen, in which case the door differences 26b are open. prior to installation 2Zb, 22b, and 911.The support 28b has the function of assisting in the movement of the door 26b.

With reference to figure 15SJ it can be seen that to level or release water (open or close the door) without automation, it is necessary to use buoys (Bibi, which assist in the movement of the forks (93b), which apply the support strength of the door frame ^'(26b). the application (94b) to balance forces in the water raised by the door depending on the height of natural water.

182 Referring to Figure 158, the side view of the Installation in operation can be seen, in which case the door 26b is closed in height differences prior to installation 22b, 2Zb and 91. The support 28b ) has the function of assisting in the movement of the door (26b) The difference in height of the water after installation (95b), (96b), (97b), the direction of water (30b).

With reference to figure (iST) one can observe the side view system, its location in figure (153) is location (Wh), its operation has been explained in previous figures as figure (142). The variation in the height of the fluid regulated by port (31b), the height created by the system (32b), the inlet of water towards the turbine (89b), the turbine housing (34b), the turbine pressure area (35b) ). The flexible blades (36b) will be mounted on the turbine cylinder (74b). The shaft of the turbine 37b, the table 38b. The turbine shaft (37b), The turbine pulley (98b), the fluid direction (78b). The flexibility of the paddles is important before it reaches the final position, where it will take the full force of the rotating fluid, it will move at the same speed as the fluid enters the system, so it will not have friction and the counter-rotation will not rotate. jet position ^'input, so it will not cause turbulence of the fluid.

 Referring to Fig. 158, one can observe the fastening systems The flexible part 27b of the door which prevents fluid from passing when the door is closed. The flexible part (28b) that assists in the movement of the door, the fixed base (FSS), the clamping spring system (100b), screw (101 is), washer or bar (182).

Referring to Fig. 159, the gravure sieve 103b can be seen to prevent obstacles and fish from passing through the wrong place. If an obstacle has higher density than water, it will not stick to the sieve because the fluid heat force (104b) will be less than the gravitational force (105b) *. so it won't clog. Only when the obstacle has the same density of water will it go. accumulate in the sieve. The clamping system (123) will assist in the movement of the screen (103b) for cleaning. Balls (129) Will assist in positioning gravitational sieve (103b).

 186 Referring to figure 160, the front view sieve, concrete 107h, plate 110b, fixing system 106b, plate fixing 110b, gravitational sieve 103b, system fixing and stretching the sieves (108b), balls (109b).

 With reference to figure (161) one can observe the basic items for balancing the circular gravitational permanent torque system.

188 This permanent gravitational torque system will be used in tidal energy, which will be explained from figures {199} through (206), in which it has a resting axis (3e) which will be fixed with a resting wheel (Sc). A rotary axle | 1c) has a wheel (2c) fixed thereon, the rotary axle (1c) and wheel (2c) assembly has a free rotation on the bearings (7c) which will be mounted on the rotary axle (1c) and fixed to the circular structure (34c). The mooring (4c). will be placed on top of the resting wheel (6c), and will be in that resting position, the chain, belt or other lashing (4c) will be completed over the rotating shaft (2c) in the circulation (34c) the rotary shaft (1c) and wheel (2c) when circulating over the idling axle (3c), in a possible rotation they achieve a lowering of the chain, the other lashing strap (4c) on the stopped wheel (I know and a rotation contrary to the movement circulates in the stopped axle (3c)). A gravity system will be mounted on the rotary shaft 1c as shown in Figure 16. The torque or forces applied on the rotary shaft 1c, at rest or in clockwise or counterclockwise motion, each time when tied to idling wheel (6c) and by rotating on the wheel (2c) and rotary axis (1c), the other side of the lashing, idling axis (3c) or idling wheel (6c) is the rotational force that has the motive of rotation on the same wheel is free for forces and torques applied on the same axle. Referring to Fig. 162, one can observe three systems of Fig. 161, mounted one after the other free in circulation (34c) above the resting axis (3c).

 Referring to Fig. 163, three systems of Fig. 161 can be seen mounted at fixed fixed distances in circulation 34c. In a clockwise direction, it has a resting axis (3c) where a resting wheel (Sc) will be mounted, as well as a rotary axis (1c), which also has a wheel (2c), fixedly fixed on the rotary shaft (1c), it has counter-rotation rotation (34c), rotary shaft (1c) and wheel (2c) assembly has free rotation on bearings (7c), which will be mounted on rotary shaft (1c) and fixed in the circular structure (34c). The lashing (4c) will be placed on top of the resting wheel (6c) and will lure into this resting position, it has no movement but rather lifting of the wheel (2c) passing the circulation (34c) on the chain, belt or other lashing ( 4c), and by clamping or friction it rotates proportionally the movement of the circulation in the opposite direction to the force applied on the rotary axis (1c) where it is being stretched and closing space. On the other side of the chain, belt or other chain, belt or other lashing (4c), it is opening space on wheel (Sc), where it has the same chain, belt or other lashing (4c) in circular motion. The assembly will be mounted in a position that will secure the shafts to a rotating shaft frame (24c) at rest, as in Figure (192). »The torque or forces applied to the rotary shaft (1c), at rest or moving towards clockwise or counterclockwise, each time when tied to the idling wheel (6c), by the rotation on the wheel (2c) and the rotary shaft (1c), the other side of the idling axle (3c) or idling wheel (3c) 6c). The driving force that has the motive of rotation on the same wheel is free to the forces and sprains applied on the same axle.

Referring to Fig. 164, three systems of Fig. 161 can be seen mounted at fixed free distances in circulation 34c moving counterclockwise. It has a resting exo (3c) where a stationary wheel (6c) will be mounted. Another rotary axle (1c) that also has a wheel (2c), fixedly mounted on the rotary axis (1c), it has rotation contrary to the movement (Z4c the set rotational axis (1c) and wheel (2s) has a freely rotating on bearings (7) _are to be mounted on the rotary shaft fie) and fixed to the circular structure (34c). The chain, belt or other lashing (4c) _s will be placed over the idling wheel (Sc) and will be in that idling position, but it has no movement but rather lifting of the wheel | 2e) passing the circulation (34c) in the Chain , strap or other lashing (4c) and by clamping or friction it rotates proportionally to the movement of the movement in the opposite direction to the force applied to the rotary shaft (1cl where it is being stretched and closing space, On the other side of the Correa chain or another lashing (} _s she is making room on wheel (@e} ₅ where she has the same lashing in circular motion) The assembly will be mounted in a position that will fix the shafts to a rotating shaft structure (24s) at rest (3c ), as in Fig. 183. The force or forces applied on the rotary axis f1c), at rest or in clockwise or counterclockwise movement, every time when tied to the wheel without movement | 6c) and by the rotation on the wheel (2c) and on the rotary axis (1c) _s the other side of the mooring axle at rest (3 ©) or wheel at rest (Sc) the movement force that has the motive of rotation on the same wheel is free to the forces and forces applied on the same axle.

 192 With reference to figure | 1 @ S) one can observe one of the gravitational permanent torque systems, complete it presents the basic structures for the fixation, present in the figure (162), united with the basic structures of the gravitational permanent torque system , with the operation explained in the figures: (166) to (190), depending on the explanations thereof.

 With reference to Fig. 166, one can observe that the gravitational permanent torque system has defined dimensions, according to the amount of dimensions of the equilibrium masses (10e) that will be assembled therein, each equilibrium mass (10c). is connected to a torque shaft (9c) becoming a single part.

194 The ends of the axles (@c are mounted on housings (12c) in hubs | 13c) fixed to the side planes (11. ©) of the cylindrical frame (Sc) where the housings (Sc) are fixed and equidistant from each other. The center line of the rotating tied relative axis. The cylindrical structure (Sc) will form a circulation (34c) found in figure (162) on the resting axis.

Referring to Fig. 167, it can be seen that with the start of rotation of the clockwise gravitational permanent York system, the equilibrium masses 10c are still at rest, as there is still no action of the counterforce on the York axles (Sc} «

 Referring to Figure 168, it can be seen that with the onset of rotation of the clockwise gravitational permanent torque system, the equilibrium masses 10c and the torque axes 9c together have circular motion and angular positions. independent. The circular motions and angular positions of the balance masses 10c are proportional to the displacements of the York axes Sc relative to the rotary axis 1c located in Fig. 163 mounted in Fig. 165. and the counterclockwise forces intensities imposed by the forces of the coupled equipment. The balance masses (10c) and torque shafts (9c) are mounted on bearings (1c) in hubs (13c) which are fixed to the side planes (11c) and equidistant from the centerline of the structure. cylindrical (Sc), this will form a circular assembly (34c) found in figure (163) mounted in figure (16S) on the resting axis. In each equilibrium mass (1 © c), a device can be used and mounted between the various types, which allows the gravitational force to act and to slide and adjust the equilibrium masses (10c) according to the variation of the acting forces.

Referring to Fig. 169, it is possible to observe the displacement of all components of the gravitational permanent force system with the clockwise rotation of the cylindrical structure (Sc) having as its centerline the rotary axis (1c) located in figure (163), mounted in figure (165). The balancing masses (10c) and the axes (0c) have a counter-clockwise circular sliding, remaining stable in these positions, where the angular circular displacement and maximum yield are provided! the strength of the resisting force applied to the torque axes (9c). The equilibrium masses (10c). and the torque axes (9c) travel the perimeter in which are clockwise circumscribed in a way provides! with the rotation of the gravttational permanent force system maintaining a constant twist on the force axis (9c). In each equilibrium mass (10c) a device can be used and mounted between the various types of devices, which with the actuation of the gravtational force occurs sliding and angular adjustment of the equilibrium masses (1 © c) according to the resistance found. For any direction of rotation that is sweetened to the gravity permanent torque system! the behavior of the elements with respect to the rotary axis (1c), located in figure (163) assembled in figure (1S5), will be the same.

 Referring to Figure 170, it can be observed that when the counterforce force acting on the torque axis (9c) is greater than the action on the equilibrium masses (10c), it will be without movement.

 With reference to FIG (172), it can be observed that with the beginning of the counter rotations between the gravitational permanent torque systems, the equilibrium masses (10c) are still at rest because there is no counterforce acting on the axes. torque (9c),

Referring to Figure 173, it can be seen that the balancing masses 10c and torque shafts 9c are mounted on housed bearings 12c fixed to the lateral flat faces 11c. in the cylindrical structure (Sc) which provided a circular assembly (34c). located in figures (163) and (164) and mounted in figure (.165) on the idle shaft (3c). The masses remain in position according to the strength of the force applied to each torque axis (9c). The equilibrium masses (10c) and torque axes (9c) travel the circumferences in which they are circumscribed in opposite directions proportionally to synchronized, balanced and balanced rotation, maintaining the forces in the opposite directions constant the forces produced at each end. The torque axes (9c) of each system are transferred via mechanical components 1 ^' 5c) to the axis (16c) of each system. These are mounted on structures not interconnected with the systems, perfectly aligned with rotary axis (1c) located in Figures (1-63) and (14) and mounted in Figure (165). One system drives the resistance equipment rotor in one direction of rotation and the other system drives the resistance housing. equipment in the opposite direction of rotation. Together they cause rotation between systems and consequently greater power generation.

 201 Referring to Figure 174, the balancing masses 1-0e and the force shafts Sc are mounted on the housed bearings 12c fixed to the lateral flat faces 11c in the cylindrical structure (fie) forming a circular assembly (34c) located in figures (163) and (184) mounted in figure (1iS) on the resting axis (3c), each having independent and opposite circular displacements. © c) and the torque axes (Sc) traverse the circumferences in which they are circumscribed in opposite directions, but proportionally with the rotation of each system keeping the opposite forces constant.In each equilibrium mass (10c) use and assemble between the various types of devices, a device that allows the actuation of gravitational force to occur slips and angular adjustments of the equilibrium masses (10c) according to the variation of the acting force.

202 Referring to Fig. 175, it can be seen that the equilibrium masses (10c) and the torque axes (9c). mounted on bearings (12c) in hubs (13c) fixed to the side planes (11c) in the cylindrical frame (Sc) forming a circular assembly (34c) located in figures (163) and (164) and mounted in figure (6S) in the resting axis, each one presents circular, independent and opposite displacements. At this point the masses (10c) and the torque axes (Sc) reach the circular, angular displacement and maximum yield proportional to the intensity of the force applied to the torque axes _: (9c).

203 With reference to figure (176), it can be observed that when the counterforce force acting on the torque axis is greater than the action of the gravity force! over the equilibrium masses (10c) they exceed the corresponding vertical centerline. At this point the resisting force nullified thus causing the equilibrium masses (10c) to fall in the direction of rotation applied, returning to the initial position with velocity proportional to gravitational force Referring to Figure 177, two gravttaclonai permanent torque systems with three equilibrium masses (10) each, which together drive a single counter-rotating equipment where their equilibrium masses 10c are motionless.

 With reference to figure (18), it can be observed that with the beginning of the counter rotations between the gravitational permanent torque system, the equilibrium masses (10c) are still at rest, because the opposite force is not yet exerted. on the torque axes (9c).

Referring to figure 17, one can observe the clockwise and counterclockwise directions of rotation with respect to the center line of the rotary shaft 1c located in figures 163 and 164 mounted in figure 16¾ of each. gravitational permanent torque system with three equilibrium masses (1 © c) that will be mounted on each axis {Sc} and the displacement of each of them in the opposite direction. independently in the opposite direction on the bearings (12c) They remain in angular positions according to the Intensity of the resisting force applied on each torque axis (9c). The balancing masses (Sc) are fixed on bearings (17c) with bearings (21c) on the torque shafts (Sc) which run the circumferential circumscribed circumferential proportions in proportion to the synchronized rotation, balanced and in balance keeping the torques counterclockwise. Constant displacements The equilibrium mass displacements 10c may be controlled by mechanical or magnetic devices. Other damping elements can be installed in conjunction with the balance masses (10c) and allow synchronization between the counterforce and gravitational force. The torques produced at each end of the torque axes (Sc) of each gravitational permanent torque system are transferred through mechanical components (15c) to the axles (16c). These are mounted on structures not interconnected with the systems but perfectly aligned with the relative axes (1c) located in figures (163) and (104) and mounted in figure (165). Referring to Fig. 180, it can be seen that permanent gravity systems have opposite directions of rotation. The balancing masses (10c) are fixed by bearings (17c) with bearings (21c) on York shafts (9c). The ends of the York axles 9c are mounted on housings 12c in hubs 13c which are fixed to the flat faces 11c of the cylindrical frame 11c which will form a circular assembly 34c. (16% at rest axis. At this point the equilibrium masses 10c achieve a circular, angular displacement and maximum yield, proportional to the strength of the applied force on the York axes ( Sc).

 With reference to Figure 181, it can be seen that when the Counterforce Force acting on the forcing axis (Sc) is greater than the gravity force acting on the equilibrium masses (10c) they exceed the corresponding center line. . At this point the resistant force is nullified causing the equilibrium masses (10c) to fall in the direction of rotation applied, returning to. the initial position with velocity proportional to that of the gravitational force.

 Referring to Fig. 182 it can be seen that the equilibrium masses 10c are equidistant from the center line of the rotary axis 1c in Fig. 162 without movement. They are fixed by bearings (17c) with bearings (21e) on the york shafts (9c¾. The ends of the torque shafts | 9c) are mounted on bearings (12c) in hubs (13c) which are fixed to the side flats f1c ) of the cylindrical structure {S} which will form a circular assembly (34c) located in the figure | S2) on the resting axis.

 With reference to figure (183) it can be observed that with the beginning of the rotation of the gravstational permanent force system clockwise, the equilibrium masses (10c): are still at rest, because there is no action of the counterforce on the torque axes (Sc).

With reference to figure (184) it can be seen that with the beginning of rotation of the clockwise gravitational permanent york system the equilibrium masses (10c) which are equidistant from the center line of the rotary axis (1c) located in figure 162, have circular motions and positions independent angles. They are fixed by bearings (17c) with bearings (21c) on the torque shafts (Sc). The ends of the York shafts are mounted on housings (12c) in hubs (13c) fixed to the flat side faces (11c) of the cylindrical frame (Sc) forming a circular assembly (34e | located in figure (183) mounted in figure ( 165), where the carcasses (Sc) are fixed Circular motions and angular positions of the balancing masses 10c are proportional to the torque axes 0c relative to the rotary axis 1c located in the mounted figure 163 16§) and proportional to the counterclockwise forces intensities imposed ^■ by the torque of the equipment coupled to the torque axis plans (9c) Each balance mass (10c) can be used and mounted between the A device that allows the gravitational force to act to shift and adjust the equilibrium masses (10c) as the forces vary,

 Referring to Figure 185, the clockwise displacement of the equilibrium masses 10c can be observed. They are fixed by bearings (17c) with bearings (21c) on the torque shafts ($ c).

 213 The ends of the torque shafts (9) are mounted on housings (12 ©) in hubs (13c) fixed to the flat side faces (11c) of the cylindrical frame (5) where it will form a circular assembly (34c) located in the figure (163). ) mounted in figure (16S) on the idle shaft. At this point the equilibrium masses (1Ό ©) reach the circular, angular displacement and maximum yield, it provides! the intensity of the resistive force applied to the torque shafts (9c).

 214 Referring to figure (186), it can be observed that when the Counterforce Force acting on the torque axis (0c) is greater than the gravitational force acting on the equilibrium masses: (10 °.) Fixed they exceed the infinity. of corresponding vertical center. At this point the resistant force is nullified thus causing the masses of. equilibrium (10 ©), in the direction of rotation applied, returning to the starting position with speed provides! that of gravitational force.

With reference to figure 187, together with the balancing masses (10c) fixed to the torque axes (Sc) are mounted the rotors (18c) of electric generators and On the housings (8c) are mounted the stators (1Sc) of the electric generators installed in the gr vitadonaJ permanent torque system in perfect balance and without rotational movement. Each rotor is fixed to the balance mass (10c) and interconnected to the torque shaft (9c) becomes a single part. The ends of the York shafts (9c) are mounted on bearings (12c) in hubs (13c) which are fixed to the lateral flat faces (11c) of the cylindrical frame (Sc) forming a circular assembly (34c) located in figure (162). ) mounted in figure (165) on the idle shaft. And equidistant from the center line of the rotary axis (1c) located in figure (W2) mounted in figure (165).

 Referring to Figure 188, it can be seen that with the start of rotation of the clockwise gravitational permanent torque system the rotors (18c) and the balance masses (10c) that are fixed to the torque axes (9c) whose ends are mounted with housings (12c) on hubs (13c) fixed to the lateral flat faces (11c) of the cylindrical structure (Sc) forming a circular assembly (34c located in figure (63) and equidistant from the centerline of the rotary shaft (1) located in figure (163) mounted in figure (18S). The circular motions and angular positions of the rotors (18c) together with the balance masses (10c) are proportional to the torque axis displacements (9c). with respect to the rotary axis (1) located in figure (163) mounted in figure (16) and proportional to the counterclockwise forces intensities formed by the magnetic field between irons (20c) .The balancing masses (10c) equal in balance and feet o at the angular position proportional to the electrical energy produced. The angular positions of the equilibrium masses <0e) are directly related to the intensity of the magnetic field between irons (20c) than to the clockwise rotation of the stators and the relative anti-clockwise circular motion of the rotor (18c) to the equilibrium masses (10c) because the intensity of the magnetic field between irons (20c) does not allow it.

217 Referring to Figure (190), the displacement of the gravitational permanent torque system with clockwise rotation can be observed. The rotors (18c) of the electric generators and the balance masses (1 © c) fixed to the axles of torque {} mounted on bearings (1.2c) into hubs (13c). which are fixed on the lateral flat sides (11c) of the cylindrical structure (5) which form urn bypass (34c) located in figure (163) arranged in the diagram (16§) _s and q are idistantes in relation to the center line tied on shaft rotary. At this point the equilibrium masses (10c) achieve circular, angular displacement and maximum yield proportional to the intensity of the magnetic field between irons (2 © c) applied to the torque axes (9c) complete a 360 degree turn in parallel to each other. each complete rotation of the cylindrical structure (Sc). The torque shafts (Sc) which transmit to the rotors (18c) of the generators the torque produced may be coupled either indirectly or directly to the rotors (18c) maintaining the same rotation as long as they are not coupled to the speed multipliers. By applying the gravitational permanent torque system we were able to create constant force levers using the gravtational force applied at the center of the equilibrium masses (<1Ôc).

 21S For each meter traveled on the perimeter of a power generation equipment where the magnetic field between irons (20c) is the turning resistance found it is necessary that a number by weight for the equilibrium masses (10c) corresponds to the power number that will be generated.

 Therefore the installed weight and the number of revolutions of the gravitacsonai permanent torque system are items that define the power to be installed.

221 The balance masses (loc) and torque shafts (Sc) are mounted so that they simply rest on the bearings (12c) and move from the unloaded upright position to a permanent lever position that circulates around the axle. (1c) located in figure (184) mounted in figure (165).

 Referring to Figure 191, one can observe three tanks 22 © in which liquids 23c will be placed at rest. The three tanks 22c will be assembled and Together they will form the cylindrical structure (Sc) as in figure 162 or as in the figure representing the complete assembled system.

223 With reference to figure (192) one can see three tanks (22c) which will move clockwise- The rotary axis (1c) will be fixed in the tank (22c). The bearing (Tc) will be between the rotary shaft (1c) and the rotary frame (24c). The rotation of the tanks 22c will be proportional to the circulation 34c present in FIG. B2 mounted in FIG. 165 and the speed of rotation of the tanks 22c which will depend on the size of the wheels relative to the stopped wheels. 6c) and moving (2c), will be proportional to the movement of circulation without York and will be ideal for the liquid (23c) to be on the same side of circulation (34c). And so, the weight of the liquid 23c achieves a constant weight proportional to the liquid. The weight of the tank 22c along with the weight of the rotation inside the tank 22c in gravitational forces in motion results in a permanent force proportional to the net weight (23c) applied, this weight will be in the lashing (4c) without circulating torque (34c), ie it will not move clockwise or counterclockwise. This type of liquid or solid application in figures (161) to (33) at rest; clockwise or counterclockwise ^ n each time it will go to the mooring direction (4c), in the direction already explained. Referring to figure 493 one can observe three tank systems 22c which will make a counterclockwise movement. The rotary shaft (1c) will be fixed to the tank (22c). The bearing (Tc) will bear between the rotary shaft (1c) and the rotary frame (24c). The rotating tanks (22c) will be proportional to the circulation (34c). present in Fig. 162, mounted in Fig. 165. and the rotation speed of the tanks (22c) which will depend on the size of the wheels relative to the standing (6c) and moving (2c) wheels will be proportional to the movement of the torque-free movement and will be ideal for the liquid (23c) to remain. at the same side of the circulation (34c). And so, the weight of the liquid 23c achieves a constant weight proportional to the liquid. The weight of the tank (22c) together with the weight of rotation within the tank | 22c) in gravitational forces in motion results in a permanent force proportional to the net weight (23c) applied, this weight will be in the lashing (4c) without circulating torque ( ®4c) ₉ ie not moving clockwise or counterclockwise. With reference to figure 194, the gravitational force actuation direction 26c can be observed on the directly mounted mass 10c or on the side of the detecting shaft 9c, the housing Sc which will be fixed to the cylindrical structure {5}.

Referring to Figure 195, it can be seen that the York axis (Sc) and the mass (10c) have been displaced by 90 degrees providing the force applied toward the position (2Sc) clockwise (29c). with the action of the gravitational force on the mass (10c) in the direction (30c). In this position, the maximum and continuous torque in proportion to the mass

With reference to figure (1-96) it can be seen that the torque axis (Sc) and the mass (10c) shifted by more than 180 degrees from position (2S) and began to shift at position (28c) on the clockwise (29c) with gravitational force acting on mass ( ^' Ôc) in direction (8c), where mass (10c) completes the cycle in position (2c) with gravity force acting without resistance.

Referring to Figure 19, it can be seen that the torque axis 9c and the mass 10c have been displaced by 90 degrees. the force applied towards the position (25c) counterclockwise (2§c) with the actuation of the gravitational force! (10c) in the direction (3Cte) ₅ where in this position the maximum and continuous torque is acquired in proportion to the assembled mass.

Referring to Fig. 108 it can be seen that the d-axis (Sc) and the mass (1.0c) have been displaced by more than 180 degrees from the initial position (26c) moving in the direction of position ( 28c) counterclockwise (29c) with the actuation of the gravitational force on the mass (0c) in the direction (30 ©) _s with the mass completing the cycle in position (26c) in the direction of rotation (29c) with the gravity force acting without resistance.

Referring to figure 99, a side view can be observed. The shaft (®) in a cylinder (14e), and iron parts (5e), and four permanent magnets (3e). The magnetic ray (1 e).

Referring to figure 200, one can observe in plan view of what will be around the rotary cylinder 14e. Permanent magnets (3e) will be fixed in motion and fixed to the shaft (13e). Since all the movements of the magnets (3®) will make the movement of the shaft (13e).

 The principle of the system is to use the magnetic waves of repulsion by positioning the permanent magnets (3e), while at the same time pulling towards the iron pieces (Se). Half turn (or depending on the amount of magnets in parts of the turn), in this division of turns they will be attracted by the iron f 5 ©) * which will be tapered in the center (4®), it will be mounted around the cylinder (14 ©). When they are more magnets (3 ©) it will be shorter.

 233 Operation of forces: in the case of starting at the widest point of the iron cone (Se), which will be mounted around the cylinder (14e), which will be on the axis f13s), positioned as explained above. In this way we will be able to sharpen the magnets (3e) by the iron (Se) to the center of the cylinder (14 ©), thus causing the rotation of the cylinder and the iron assembly S ©}. The function of the cylinder is to keep the parts in position. The space between the magnets and the iron will always be minimal and equivalent, and will be reduced proportionally to the movement of the magnet. Since the magnets will never touch the iron.

234 Around the magnet, an outer part fS ©) ₅ will be mounted in hollow or otherwise to secure the magnet in the correct position of the movement so that it does not lock and stick so that all forces enter the cylinder rotation ( 1.4 ©). The forces function linearly as pulsation, attraction and repulsion, or both in one part. The magnets will be positioned facing each other so that the poles between them are equal, causing repulsion after both pass through the central iron (4% and enter position 1e), which is a critical position for rotate in the same direction, as the iron (4e) counteracts the rotation of the magnet movement, so the iron (Se) will be on 2 sides around the cylinder, allowing a rotational force in the same direction. , the iron (4e) | is over, and the magnets are in a position where one wants to repel the other, and after that they want to be pulled by the iron (f) on the sides. In this position, the other half goes back to critical position {8 ©} ₅ they will be attracted by the iron (4a), which has the highest mass than irons. (If) Together, which has less attraction at this point than iron (@). This way the magnets will again leave the critical point (Se) and complete the cycle. The first position will be to close and the second to open.

 With reference to figure $ 201), a possible application 3e) for the gravitational system shown in figures (161) to (198) at sea can be seen from above. There will be buoys | 4e), and on them will be fixed tables (8e. On these tables will be fixed flexible straps (Se), which will act as a clue to the gravitational system (Se). With the movement of sea waves, the buoys (4 @) will rise or lower, causing a difference in height between each other, and this will cause the gravitational system to generate energy.The assemblies may be mounted in zsgzag or otherwise.

 Referring to Fig. 202, the same system as Fig. 201 can be seen in side view. The floats 4 are represented as spheres but may be of any shape. About the buoys | e) there will be a vertical structure which will not be flexible. The vertical structure (Se) can be fitted with wind turbines (2e) and solar panels (1e), in which case the energy of the gravitational system 13®), wind turbines (2e | and solar panels (te)) will be used. This union is only possible in places where the waves are calmer.

Referring to Figure 237 (203) can be observed how the floats (4 ©) _s can be raised or lowered as explained in figures from (201) and (202,

233 With reference to figure (204). It can be seen from the side view that the carpet basically has a flexible side (f, by a flexible material, such as a rubber, and its flexible part passes like a belt. Its other side is hard, has hard parallel columns, fixed to the flexible part along the carpet, so when the carpet is opened, the columns of the hard part come together, and the entire carpet becomes hard, but when you lift the carpet again, or arstr stretch it, the columns of the hard part form clear spaces, allowing the carpet to become flexible again. the flexible blades work. The carpet will be fixed so that the hard part is on the table

239 Refer to figure | 2 © 5) the same view can be seen from the side view. In this position there was a very high wave, and when the gravifional system ■ (3 @) comes back, the carpet will be fully firm due to its hard part. , and at the same time the flexible part will be f | set on the rotor (3e) ₅ and apart will be on the table (If),

 The waves will push to one side, and the system will not force the anchorages.

 241 The system is made so that the gravftaciooa roll! (3e be in the center of the distance between each float | 4e).

 The weight of the gravitational system (Z j is proportional to the power generation. The buoys will have the same height in the standing water. The positive at this point, which helps to create greater &quot; motion water &quot; (Se), the difference in water heights at the same time will cause the buoys to lift differently.With a different tilt between the buoys, provided by the waves, the gravitational system (3e) will start spinning, and release the float of a taller fado toward the lower side. The gravitational system's weight will make a heavier force on the lower float and release the float. which is more alpha. After that when the wave raises the system again.

 243 The carpet will be fixed on one side only, similar to the anchors, but in a different way, since the pull of the river is only in one direction, but in this case it will be in the direction of the wind and the forces of water movement. With this the system will change position according to wind and force changes. The energy leaving the system can be harnessed in a variety of ways, one of which will be for mining platforms or ocean cleaning, or near-shore cities.

The carpet may also be circular, so that one ray joins the other at its end, where two endings would join two endings. The wind would also act as a system mover. The set will be mounted so that its flexibility can withstand the highest waves, and the distances of the points are proportional to the best tilt performance. And so you get the maximum average yield from the smaller waves as well.

 This system works automated, and requires no operator, it is like a wind power generation system. Ern hardware and software control.

 In areas where there are only quiet waves, this system can be combined with wind turbines and solar panels mounted on the vertical structure, along with the energy of floating turbines.

Referring to Figure 2 © 6), the same set of Figures 204 and 20S can be seen from above. The flexible carpet ( ₅ ) on the grawitacionaf roll (3 @) ₅ the flexible fixing (fie), the table fixing ($ ®% the fixing of the structure (Se), the upper carpet of the carpet (Toe).

 248 The free part between the two lanes (10 ©). So that we can carry the energy, But hard parts (d) There are parallel columns that have free spaces, so you can make some holes (11e), perpendicular to the hard parts columns (uj), where the cables can be carried. The energy generated can be harnessed in a variety of ways, one of which is by harnessing mineral extraction platforms.

 With reference to figure 20, one can observe the separation structure of the materials in size and weight, it can be mounted on the belt, or the belt will be shaped, or it will be fixed on a structure like a disk, In circular motion with one or more inclines that will pass in a circular way. Along with the structure of separation of materials in one region the material will enter and in another will already be transported.

During the following figures all slopes will be presented, in this structure there is also application of magnetism, and flexible materials, which will increase the force of gravitation for separation of materials. At Inclinations will always vary according to the material to be separated, always working with gravitation, and some adjustments with magnetism. Magnetism may be situated in the flexible moving structure as explained, either alone or in parts, or even in parts of the table. The diamond is proportional to the highest point. The slope enters from vertices 1d) towards the center of belt 3d).

 252 Referring to figure {208} one can observe the maximum inclination, operates from 0 to 99 degrees, the material separation structure will be mounted on the belt (3d).

 253 Referring to Figure (239), the maximum slope can be observed in another room.

 With reference to figure - (210) one can observe a division (24% it is lower than the highest area (1d).

 With reference to figure (211) one can observe two divisions (2d),

With reference to figure 212 one can observe four divisions 2d,

25? With reference to figure (213) one can observe five divisions (2tí),

 Referring to Figure 214, six divisions (2d) can be observed.

 With reference to the figure (21 S) one can observe arrow divisions {2ct}.

280 Referring to Figure 21S) eight divisions (24%

 261 With reference to Figure 21, eleven divisions can be observed | 2d) '

 Referring to Fig. 218, the quadrangular-shaped separation structure can be seen, the highest point (1d), before the structure will be mounted on the belt, may be in the form of several diamonds or several squares.

 With reference to figure 21 S, one can observe the highest point (1d), with an inclined division and another flat location.

 Referring to Fig. 220, it can be seen that the slope has a slightly greater distance than the previous one.

 With reference to figure 221, one can observe a division (2d) and the highest point (1d).

Referring to Figure 222, two divisions 2d can be seen, the highest point 1d and the belt 3d. 287 With reference to figure 223 one can observe three divisions (2% the highest point and belt pd),

288 Referring to Figure 224, four divisions 2ci) are shown _: the highest point (1c§) and the belt | 3d).

 269 With reference to figure | 22S) one can observe five divisions (2ú the highest point ff d) and belt (3d),

 With reference to figure {226} one can observe seven divisions (2d the highest point (1 cl) and the belt. (3d).

 With reference to Fig. 227, eight divisions (2d), the highest point (id) and the belt (3d) can be observed.

 With reference to figure 228 one can observe eleven divisions (2nd highest point and belt (3d)).

 With reference to figure 229 one can observe the material separation structure mounted on diamonds.

 With reference to figure {230} one can observe the separation structure of materials mounted in squares.

With reference to figure 231, one can see the counterweight for vibration (11d), the vibratory system (12d), the support roller (13sJ) _and the force roller (14d), the material input | 15d) which will be top to bottom and will be spread over the belt (10ti). Applying water (1.6d) under the belt (10d) ₅ to facilitate its movement and dirt does not accumulate between the table and the belt. Flexible part (19d) between vibrating frame and fixed frame 29d). The attachment (2 © d) has the same function as the flexible blade (19d), or thicker parts of the same strength are assembled. Fixed structure (21 d) where the flexible parts fiSd) will be fixed. By tilting the lighter material (6d) with less grain and the position of the belt height changes and by placing liquid on the belt, either material will be used in place (4d $ or thrown away).

 278 The removal system (d) of all heavier moving material, after which the belt (3d) will pass clean and then one side will be clean and the other concentrated in continuous process.

277 Referring to Fig. 232, the table section can be seen. The structure d separation (22d) means flexible part (19d) which can also be assembled on site (23d). Applying water below the belt (f0d) (i0d), which facilitates movement and prevents the accumulation of dirt between the table and the belt (10d),

With reference to figure 233, one can see the separation structure 22d, the center 24d which means that the two sides are equal, the center pipe 2Bu, which will be mounted on two sides or on the EVERYTHING (26d, where the water-releasing system will be mounted on the rubber. Non-vibrating frame (27d | _s which serves as the fixture. Non-vibrating frame (28d) where the vibrating system (12d) will be fixed). (16d>. of the water below the belt (W) _s which facilitates movement and prevents the accumulation of dirt between the table and the belt. (10d) «Complete system structure (29d) does not vibrate and secure the system vibration (12d) Â · fixture (30d) mounted on the frame (20d).

279 With reference to figure (234) can observe the power roller (14d) _are the table {4 system expansion area (41 d) applying (42d) of water below the belt (10d $ which facilitates the movement and prevents dirt from accumulating between the table ύ) and the belt (10d). Flexible tube 40d) which joins the tube 2d and 39d. The water inlet pipe (39d) in the cleaning system placed in the central pipe (254% Water Outlet | 3Sef} ₉ in the cleaning system <36d).

280 The direction of the jet d ^! water (3 'd) and the non-vibrating frame (38d) where the cleaning system will be mounted.

 281 Referring to figure 235, the support roller 13d, the bearing 44d between the fixed shaft and the rotating cylinder can be seen. The clamping piece (43d) is fixed between the axle and the tensioner system. The pipe (45d) to which the bearing will be attached is larger so that water does not enter the bearings and has a loop! For dirt always go outside. The protection system (4 @ d) is mounted on the shaft to prevent water or dirt from entering the bearings. Fixed shaft (47u), frame (48u) securing between tube (45d) and cylindrical roller (49d). The cylindrical roller is thicker in the center (5 © d) so that the belt does not escape from the roller.

282 With reference to figure 236, one can see the force rupture 14d, the rubberized cylinder 51 d) in conical shape, the reason for leaving the rubber in position. The poise (S2d) fixed in the loca! (4d) to apply the rotary forces on the force cylinder (53d). Clamping structure (4Sú) between the pipe | 4Sd) and the cylindrical rate (4êú).

283 With reference to figure 237, one can observe the base of the roller tensioning system (61 d), the frame (§2u) mounted on the system <61d) and the fixing of the vibrating arms. Area fSSd) that slides the part (43d) into position. The plate 67d which surrounds the screw 83d and is secured with nuts in the support position. It will pick up the vibration of the flexible damper {S which will be secured around the shaft (84d) and the screw (63d), and trapped at locations (65d) and {6? l} _s tightened with the nuts that will be around the screw 63d). The damper S¾d) which dampens the force toward the damper 6Sd 'The plate 70d has the same function as the 67d.

 284 The nut (71d) will be screwed onto the bolt (63d) to press the damper under regulation. The bearing (? 2d) is mounted on the vibratory system bearing and fixed to the shaft 64d). The bearing (73cS) is mounted on the bearing that secures the rotary vibratory system shaft (74d). Ã setting (75d) pressure.

Referring to figure 238, one can observe the cylinder 80d of the gravitational sieve system, which may be super thin in equilibrium with the gravitational force. On the flank a conical tube (81 d) will be mounted in the passage where the tube will be fixed, in that curve the central tube will be fixed. The cone {$ 24} mounted on the gravitational screen system. Upright pipe (83d) from the bottom of the water enters the system and passes through the location (82d) towards the gravitational sieve system. Cleaning tube (8 d), tube (85d) _. where the waters come in to balance level d ^! water f? 9d}. Water Direction (8 @ d} «

 When the system shuts down (87d) water will be released at the site ($ d) or | 8Sd) and the dirt accumulated below the gravity screen system will be released along with the water.

287 The water pressure decreases _(884). therefore the heaviest dirt that water accumulates on the sides of the cylinder (S © d). The lighter material floats circulating in the water (fBSd) of the cylinder (80d). The gravitational peneka (90d) to which will be mounted on a system that splits fully into the cylinder (80d) so that only sieve size particles pass through the focal (81d). The tubes (91 d) extend the hose into position. Final part (92d) of the structure that opens or closes the penetration (which it can pull and open a passage towards β2ύ) if necessary. Flexible mounting (S3d) rubber type. The rail {S4d} where the pipes (9 d) will be positioned.

 The zigzag clamping shape increases the sieve area and proportionally decreases the velocity of the incoming water from (88d) toward the 2Sd location) so that the gravitational forces are greater than the suction of the horizontal tubes, thus the grains more Heavy loads accumulate in the cylinder area below the sieve and are automatically removed with the lightest dirt as explained when the system is turned off. This will achieve a free-flowing water system in constant separator production without covering areas with less fluid circulation.

. 289 With reference to Figure ^'(239) can observe the same place already explained in figure | 2S0) _S here but another position.

 With reference to figure 240 one can observe the conical inlet 95d which can vaf from 2 to 20mm at the outlet location 96d, the entry will be numbered or have different colors to classify which one will be used. By the operation of the gravitaclona sieve! the outlet (98d) is not clogged and different cones will be mounted on each part of the machine. The fluid layer (SSd) in the outlet will be uniform.

281 With reference to the figure. (241) One can observe the upper water system, which supplies clean water to the material holder. The blades (S7d) _s registration (98d), the tube |. 9SD) "Paths (100d) for regulating waste, recovery or return the machine. Rubber (101 d), gravestal fins (102d), record (103d), structure (10 d).

292 With reference to figure (242) can observe the power roller (14d), the support roller (13d), the channel | 32d) _are not vibrating structure (27d} ₅ slope changes (33d> in construction of the sides of the table throughout the installation: rubber (101 d), belt (105d), and gravitational channel (106d) which returns unpumped material to the location of materials not yet pumped they were ready as final products.

With reference to Fig. 243, the belt cleaning system can be observed, this equipment has the objective of removing all the noble material. Through the valve, raw material is diverted to its storage location. Other materials that have not yet been separated return other valves for reuse. The water inlet pipe (39d), the water Jaio 37d) _are blades (97d), the cleaning record (1Ô7d) which cleans the tube. (39d). The connecting pipe (1984), the channels for ready materials (109 (f). On the sides (110d) pass the heavier and thicker materials, in the middle (1.11d) pass the heavier and thinner materials. or go to cane at (109d) or channel (32d).

With reference to figure 244 one can observe the direction of the material (f 14d), in the cone where there is an opening (11Sd), so at the highest position there is an equilibrium of the pressure of the good vertical flow to the material, which is losing speed due to gravitation. In a larger space the material has less speed to pass. At position (116d) the material is fully calibrated with velocity and pressure and gravity, so this material begins to turn (11? D) around the falling cone. At the end of the cone (1 ^' 20d) begins another cone in the opposite position, where a sieve will be assembled that separates the larger and smaller grains. This material falls into the end of this cone, where another cone will be assembled that concentrates the material that falls from the cone. sieve, at a point ending at the material inlet (1Sd)

 Referring to figure 245, one can observe the system in side view, the direction of material in the tube 138d, all components have already been explained in previous figures of the patent.

Referring to Figure 246, one can observe the system in side view, the rotation of the belt carrying the dry material 139d, the fall of the dry material 140d. Around the conical structure there are several jets <water that join the falling material forming a soup. This material will pass through the ring groove (142d) _f where it is mixed with liquid. The final mo 143d passes through this type of material, the material separation process begins 15d, where the material will be conveyed by the separator belt and the material will be separate.

 Referring to Fig. 247, it can be seen that the material being transported to the highest point of the sieve (4 'd} will fall (18d) and accelerate proportionally to the location (19d). At the top (1 dd) iron bars will be mounted, some higher and some lower and they will have a tilt.The iron bars "brake" the material in the syrup, thus the more fragile material "bursts" over the bars. and it enters the lateral sides of the bars and the material is once in the pen, everything that passes through the screen enters the process again.The solid stones that are transported and fall in the same place do not burst, but rather slide over the inclined bars.

 Referring to Figure 248, the system in side and top view can be seen in more detail in the application to more complex materials, so it has been divided into galleries. The system will be mounted horizontally.

299 Referring to figure (249), the clean water inlet {ÍS2}, safety valve (153d) which stops the flow of water at the time of machine maintenance, can be observed. Sieve {1§4d}, Water outflow with material (1S5d) when relief valve is not closed. Dredger inlet | 1SSd) ₅ second dredger inlet | 1S7d),

With reference to Fig. 250, another application for the system can be seen in the top view, where it will not be by the movement of the belts, but over a circular area with one or more inclines that will pass circularly, together with the structure of the belt. separation of materials in one region the material will enter and in another will already be transported. The material after passing through the cone (ISScf) will arrive at the pad (163d) which has an opening (16d) which divides the material for the circular table (i61d). The separation area (16Sd) will be placed on the circular table, and on that area will be placed the fixed cleaning system. Rotary is just the table and its structure. Falling material (IEED) _are output from the channel material fixed to the waste channel (horn S2D). The areas will be fixed in a circular structure and will circle in the opposite direction. 301 The spindle 170d is at rest, the sieve system, the cone and the pipes will be mounted thereon. This axis that surrounds the area (169 (f). The cleaning system (171 d) here is the other way around because here the jaffle will be cirna down. On track 2 the distance is longer so we get more slopes for separation). of material.

 Referring to Figure 251, the same application as Figure 250 can be seen, but in side view.

 Referring to Figure 252, one can observe from the side view three different positions of the separator with respect to water. The top one is in a shallower place, looking at the water line (11), it is noted that it is a greater part of the separator out of water. Sprays 7f) will be required when the separator does not fully bait underwater. The second separator is positioned at a medium depth location, so it has fewer sprays (71) than the first. The third separator is in a location of greater depth, so no sprays (7f>,

 304 One can observe the lifting system (21) mounted on a platform, this lifting system f2f serves to change the height or inclination of the system. The belt movement system 3% the vibratory system (41), which makes the entire upper structure vibrate, remembering that the lower structure does not vibrate. The counterweight (Sff), composed of hard and flexible structure (5f) that regulates the inclination between the counterweight (SI) and the separator. The media input (8f which may be in all angle variations. The force roller (10f) rotates by itself and causes it to rotate, while the common roller fSf positions the other belt, table, etc.).

 305 The frame (1Sf) is made up of hard and flexible material, the lower frame (13jf) does not vibrate. The belt (11!) Will be mounted on the table (121). The cut (14) can be seen along the separator for a better understanding of figure (253).

Referring to figure 253, the front view 14f is shown in front view as shown in figure 2S2. The lower you are, the flatter you are and the more you are under, the more inclined you are. The table (121) and the belt (111). The material inlet 8f is such that the material first enters the flattest part, and acquires a slope along the separation, and at the end of the separation it will return to the flattest part.

 307 The belt passes half a turn on the roll | 9f), and straight ahead, a little lower begins the table (12f |, the reason being a little lower is that the belt runs freely over the table uncutly. If the separator is used on the sea floor, the table may be fixed at one or more points, may be tilted at one or more points.

Referring to Figure 2 (4), it can be seen from above that in all structure there will be rubbers (was) and (is2) of different shapes. At the top everything will vibrate (161). The center tube (17!) Will work with the sprays system, it is mounted depending on the height of the spacer that will be outside d ^! Water.

 The larger tailings removal system (181) is hard and flexible at the same time. The belt tensioning system (19!). Lines 20f show the planes where the different types of rubber (M) and {h2) will be installed, remembering that all variations will be possible, and instead of straight lines could also be circles or similar shapes.

 310 Hotzers (211) can be manufactured or ready-to-assemble modules can be purchased in the frame. Around the floats (21f) there will be a structure where the winches will be mounted to fully lift the separator if necessary. Please note the direction and direction of the material (231).

 Referring to Figure 255, one can observe in top view the same system as Figure 254. The sprays will be mounted in the area (Tf). The material inlet 81 is made so that material does not accumulate at the inlet, and the adjustments can be made such that the Tilt, vibration, eto control what will be separated.

312 In the first point (241), it will occur as a material wash, in which all the dirt will come out, along with the very low volume grain (below 1,000 mesh). At the second point (25f), all the larger and lighter grains will come out at the sides, while the heavier ones will go forward. At the third point (26f) the light and thin material will come out of the side peaks. 313 At the fourth point (27% the heaviest and thickest material will come out of the sides. At the fifth point (281, the heavier and thinner material will come out of the sides. At the last point (29!), The Tilt is already starting to decrease, and here there will be the final separation, to arrange in positions the mixed material from the heavy material with little loss.

 314 From (30f) onwards sprays may act to separate the materials. Differences in lateral output for separation depend on the inclination, rotation and vibration of the system, together with the water force. So all items will be variable so that the separator makes various types of tilt, rotation vibration, so that the separation is always the closest to perfect,

 Referring to Fig. 66, an application for magnetism separation can be seen which will be further explained in Fig. 257. Final separation through this equipment will yield end products with market value. Different types of materials and mineral salts are passed to the separation molding, always uniformly, according to the adjustments. Therefore at the same time these materials come in to remove all grains, of different values and types in final products.

 After this the magnetic system is entered, which will be placed next to the outlets, in a separate position. Remembering that this magnetic system will be placed in the non-vibrating structure, so it does not vibrate. The heaviest material will be removed from the onalmeni gravity roll without sprays.

With reference to figure 257 one can observe the magnetic rod in side and top view. A part (3 ^' 1f) will not rotate, while (32f) will rotate. The cylinders 331 will be composed of non-magnetic materials. The shaft (3Sf) causes the cylinders (331) to rotate clockwise or counterclockwise at programmed speed. The cylinder (3ff has a free area (3Sf), which lies between the capped tube (34f) and the cylinder (331).

The cap area 33f has electric wires around the free area (36% so that there is a magnetic field in the free area 381), in variations of that field along the tube. three tubes one PT / BR2016 / 000077

separation of different types of minerals in commercial products. These tubes (32f) will circulate in the fixed cylinders (371).

 319 Throughout the separation, in the first part (38f), the material will begin to enter until it reaches position (391). When the cylinder ends at point (391) no more material will enter, then material will go from point (39f) to 38 to (401). At point 40 the regulated magnetic field holds all magnetic materials in the same direction as the regulation, and all non-magnetic materials will fall gravitationally into the water and will exit the side of the non-rotating part.

 320 At location | 41f there will be a water reservoir which will make the pipes 32f always full. This deposit enters more liquid than the outflows (42! Support, so the excess will come out through another outflow (431).

 321.The material coming out of point 38f through 40f can act in three different ways, one of which is falling directly in gravitational form, but not magnetic, but if magnetic, depending on the regulation, a part will stick together. directly on the wall, and another will slide on the stuck material, and the other will go towards the wall, but will gradually come loose.

 Throughout the separation the magnetism will be turned on and off so that a cleaning occurs in which all the magnetic material will separate. There are four bottom exits (43% but one not being viewed as it is behind the middle one. The material that goes through the first of the four outlets (431) will be trash,

 323 Between the point (3Sf and the (40f) the magnetism will be turned off, at which point the materials for the fourth outlet tube (431) will be taken, so that the tube will be free and will circle the process again). of separation and the force of the magnettsms along the cylinder will make the separation efficient.

Referring to Fig. 258, the spacer can be seen in side view.

The concentrated material will fall on the loci (441), while the most had fall on the parallel belts (45f) or directly on the floor. The thicker material may fall on the non-parallel belt 4.

 With reference to figure (2SS) it can be seen in side view that the separator has been mounted on a floating platform * where throughout the installation there are several towers to achieve a greater depth between material distance and suction.

 If there is a belt between the two separators, the material will fall into the area (481. With the lifting tower - 49Q the separator can be lifted as much as necessary. The pin (7f) is a Focus point, mounted in a form. that the system can turn on it. It needs to be out of the water.

 327 Tower 501 with pulleys and winches can be raised in parallel with the same pressure as the suction system. Because the assembled structure has several towers, the boom will be stabilized so that the tailings do not fall where they were removed.

 328 She gets up with winches and everything necessary to lower or lift the system. There will be a pulley on the spear and roal pulleys on each tower,

 With reference to Fig. 260, it is possible to see in top view the flexible tubes (511), which have a fixture (521) to fix them to the hard tube (S3f). The side cables 541, which will receive force when the flexible tube 511 is stretched, in positions that will never be forced, but rather the cables. (§4f).

Referring to Fig. 201, it can be seen from above that there is an air inlet after the nozzle 56f. The suction pipe (S7f ₅ which by the high pressure of the water coming from the price pipe (eg through the air inlet) (55% there will be a suction to raise the material towards the separator, to be in the position of separation.

 331 The fSSff rotary system breaks and joins the solid material toward suction.

 There will be multiple fixings (59f) between pipes at all required locations, and depending on pumping capacity the pipes may vary with size.

332 With reference to figure 262, it is possible to observe in top view the pulleys r), which will be fixed with the steel cables to the towers, and from the other 2016/000077

There are also towers, as in figure 258f, which were not shown in this figure. The material removal system will always be in the horizontal position (h). Note also the pressure pipe {and the suction pipe {&}. When there is only a suction pump, the material will pass through the pump, so if two tubes are used, the material! Don't pass the bomb.

 333 Referring to figure 263, it is possible to see in top view the set of two separators 641 with three parallel belts (4% moving the material together with the complete system with the help of the force roller 10f). ),

33 In the central area | S5f) _s an excavator will be positioned, and lines (661) represent the maximum reach of the excavator arms. The distance will be minimum to increase production to the maximum.

 335 Material will be lifted from the bottom up into the sieve (67% which will be coarse to withstand large stones without damage. In the free area (68f) large stones will fall into the sieve. In case there is no excavator, or in places deeper where the excavator does not reach, in which case there will be no center area (6SI) nor parallel belts (4Sf.

 338 Here you can also mount the magnetic separator, in which case magnetic separator is mounted, the tailings of the magnetic system, the tailings of the magnetic system even on the belts, but if there are no belts, the material will fall to the floor.

 337 Material will be separated by system, pumping, suction, or mechanical system for use.

 With reference to figure 264, one can observe in top view the same system as figure 261, which has the function of breaking the material and joining it towards the suction. The teeth (59) can be exchanged, and this system can work hydraulically or effectively.

With reference to Fig. 265, one can observe side view of the same system as Fig. 263. The sieve 6f separating only large stones removes materials above 100mm. The material will be thrown to area (611), and will be separated in direction (62f). In this figure it can be observed that there is no tower for lifting the assembly, in this case the rope, where the wire ropes run, and where a winch or something with similar function is pulled.

340 The pin (47f) and winch (63f) will be in the same place. The parallel belt (45f), on which the material will be moved towards (62f) to the separator (64f). Material can be thrown into the sieve (621) by means of excavators, hydraulic cranes or similar equipment. The excavator may be directly on the platform or some separate platform.

341 With reference to figur (266) can be seen in rear view two separating (@ 4FF which case work deep in the water. It can be observed behind the screen (S0f) _s area behind the entrance of the material (611) structure (65f) and the input of material at the bottom ^d! $ {water)

342 Referring to figure 267, a top view of the mineral separation system at sea can be seen. A large vessel (08f _s like those carrying oil will have a fixed motion beside the central platform, so that the separate products . ready for the market take this ship (66f) There urn centrai platform d separation |. 67f) _s in which may be mounted some hydraulic cranes, and this figure summer being represented four hydraulic cranes on the central platform (67fj Each crane will have two parallel cables at the bottom of the sea, which will hold the system so that one of them will lift the anchor and extend the cables. The floating system (68Q will hold the anchors, and also the power systems (751) can be installed there,

343 With reference to figure (268) one can observe the function of the cables that will be pulled by the hydraulic cranes, explained in figure (267). There will be a sheave that will facilitate positioning between these ropes and the rope (720 will be fixed to the center platform, it can be stretched or sifted with a winch or hydraulic crane. The rope (71 f) will be fixed to the anchor). Another function of cables 721 and 71 is to position the pulley. The cable 69f is vertical which when passing through the pulley turns horizontal 701 and will pull the horizontal system which will be described in figure 28.

344 With reference to Fig. 280, the horizontal system can be seen from above, in which each cable has a connection with a winch or hydraulic crane, which facilitates the mobility of the cables for several Socais »

345 These cables will be made so that they never become loose, their strengths will always be calibrated, when one is stretched the other will be looser. The horizontal structure will be mounted at the location where the horizontal and vertical cables intersect (841), and the movement of these cables will be analyzed using hardware and software so that they are always controlled.

 Referring to Figures 270 and 271, other ways of mounting the horizontal system to reach different areas can be seen.

With reference to figure 272, the separation platform 67f, the large vessel 66f, the hydraulic crane bucket 804 which can be raised or lowered can be seen in side view. 82f) The bucket of another hydraulic crane S1f | which is depositing the tailings 831. The floating system, in which the anchors 681 will be mounted .. With this cable system when the sea is deep, such as jkm With a displacement of 10 to 15%, all positions can be reached due to the ease of movement provided by the cables along with the cranes.

With reference to figure 273 one can see the winch 73, on which all the cables to the bottom will be fixed, to make the movement of the horizontal system. The anchor winch {741}, where all the cables up to The power system (751), which works by tidal height difference, in which solar panels or wind turbines can also be used on the same structure (7SfJ. The buoy system (771), which It will have the necessary size, will be positioned by the wind, and can have any shape.Each ball (77f) has a compressor, which can take the air out of them to regulate the height inside the tank. because the anchors have a weight, and that technology will strike a balance so that the waves do not carry the anchor. Already the energy system (75f) will be lifted by the waves, as it is at a certain distance from the balls (77 so as not to disturb the generation of energy.

With reference to Fig. 274, one can observe in side view the separator system placed on the seabed, and in the central platform there is a tower that can effectively pull the complete separator system out of the water. The vertical cables will be fixed in such a way that the separator can move in various ways, one can also place a separator next to each other by means of cables, as if it were a rope ladder with woods between them. This figure used the same system that operates on water, but now the horizontal cables (7Sf) are being used to change the slope along with the vertical ones. A vertical lift system will also be mounted on the vertical cables, whereby the separated material will rise to the ship. This elevator system can be used with the air aid.

With reference to figure {275} one can observe the ocean plastic removal system in side view. This plastic removal system has sieves (6g) ₅ which are in conjunction with the carpet (2g), similar to that used in the tidal power generation system depicted in Figures (1H9) through (296). The roll (1g) will be on top and will be fixed to the carpets {2g} j and will be positioned in the hard part in a position that the wave can not release it. The rotation will be so that it has the best performance, so that the holes are not plugged and the aquatic life can escape if caught. Point (3g) will drop material through the suction system toward the temporary deposit. Whenever any of the sieves reach this slope, the material will be released in the direction (Sg).

351 The sieves (@g) are in conjunction with the carpet (2§), and they may be round, oval, of any shape, so that large plastics are also caught, not just microscopic materials. The sieve will only obstruct the larger materials and will hold the smaller materials. The best shape of the screens would be round at the bottom and cylindrical at the front (7g). Referring to figure 276, one can observe the ocean plastic removal system in front view, it is against the direction of plastic movement. In this figure two systems are being portrayed, but to remove the plastic efficiently will require several sets. This system is approximately 15m high.

353 Referring to figure {277} one can see from above the plastic removal system {Sg} ₅ the direction of movement of the plastic (4g) mounted together with the tidal energy harness system. The energy harnessed will make the rotor move to remove the plastic.

354 Referring to Fig. 278, the ocean oil removal system can also be seen in a side view at a depth of 3km, which also functions as a leakage safety device or can remove natural gas. The system is formed by a funnel. This funnel can be lowered or raised, and will be made of a very light and resistant material, such as the material of a balloon, parachute or the like. For this funnel to be stretched in its pull, around it will be mounted balls, which are being represented as small points in the design. The flexible tube (4) will have a diameter between 15 and 20 meters and will be made of the same material as the funnel. It will have mounted rings that also float to stabilize the tube so that it does not close. These rings will be fixed simply. Hoses and hoppers can be stored with zippers, their parts will be arranged and numbered in order to facilitate assembly. There will be anchors (2h) formed by sandbags in nets, and at the mooring point of these bags will be mounted one or more anchors, in this figure you can see a system that uses three anchors, one of which is on the other side. Above the flexible pipe <4h) there will be a central pipe <6h), which will be a primary storage and safety system. The secondary safety system (8h) consists of a circle shaped barrier, and the winches will be mounted on it in a floating ball system. In case the sea is turbulent, the system will have two guards, and the central tube (S s) ₅ will be fixed in horizontal nylon cables towards the winches. The cables will be nylon or similar materials as they have good elasticity and along with this flexibility of the nylon rope the anchors will not be lifted, so the lateral cables (9h) will also be nylon.

 355 The bottom system d so that the pouring crude oil (th) is placed in the funnel (3h), after which it will pass through the flexible tube (4b) and reach the central tube (6h, this central tube has a very high capacity of safe internal storage, after which the crude oil can be shipped on a ship, or if not taken it will be stored in the secondary safety system {Sh also internally. The end of the hose (4) will be tapered so that it is The size of each system will need to be studied as it is known that each type of accident has a different severity The system is disposable after use in the event of a leak and cannot be reused unless In the second case it could last up to ten years without being removed, which would be as a safety precaution in oil spill big sock locations.

 356 With reference to Figure 2S, one can observe from above the same system as Figure 278.

 With reference to figures 280 and 281 it can be seen that the flexible blades have both flexible and hard parsels. The water inlet direction (70i) pulls the flexible side of the blade (S2i) to the hard side (83i).

 If an obstacle enters shovel and table 811, the hard part 77i will turn proportionally to the size of the obstacle, and will scrape over it in rotation. This way the obstacle will be able to pass without opposing forces.

 359 The direction of the blade shows that there is an automatic t® (81 í) for a minimum and constant distance between blade and table, proportional to blade wear throughout the year. Adjustment 81i is used to make sure that when the obstacle is greater than the paddle, the table lowers; or when there is excess fluid, a layer of fluid passes below the paddles. The case of flooding when passing sand and gravel under the fluid will pass everything under the blades.

360 361 Due to the size of the turbine, the rotation is relatively low, and has less expense than a traditional one. Thus, this system throughout the operation is much more affordable.

 382

 383 The cylindrical area (74) supports the cylinder (521). The attachment (791) serves to secure and attach the hard part of the blade (771 ").

364 The hard part (7i ^ss ) is a fixed part and has the same width as the (77i) which is also hard.

 365 The hard part 771 will be fixed to the flexible part 761 and will form a shovel.

 368 In the area (76i) are. the hard parts are fixed (771). The spacings 78i close in the hard area to achieve the flexibility of the other liver, and these cuts are divided so that they have no obstacles in rotation.

 367 Port fSSI) will be adjusted proportionally to the amount of fluid, so that the water level remains the same in the always filled fins (§01).

368 The opening of the door will be proportional to the fluid inlet velocity (70i ^M ), which at the same time this fluid should fit in place (71i), which represents the area between one blade and another. If the door is opened too much, excess fluid will stop the fluid inlet (70S "). The movement of the blade in the fluid inlet (70i}. All blades (571} have the same density as water.

389 When the flexible blade is in position (S7i ^s ) it will move counter-rotation while the water inlet fluid pushes its hard part, because it has half the fluid inlet speed. The blade will only reach the incline ( 571) ^' when the fluid is in contact with its hard part (771), and so the water will be in contact with the wet end of the blade outside the fluid inlet speed (70Γ), along with the force of the The deposited fluid weight (711) will make the most of the water wheel system without hindering the fluid inlet (701 ") in the inlet position. The fluid inlet will not be braked over the red dot (70i ^w ) because the port will be set so that the deposited fluid (71 i) does not exceed mlt®.

The advantage of varying the table height is that at the time of fluid filling, there will be a distance between table and shovel, where the dirtier layer of obstacles like sand and gravel below the shovels. It is important for unimpeded movement in the installation, with nothing standing in front of the turbines,

 371 Due to the flexibility of the paddles (one side being hard and the other flexible, larger obstacles will be able to pass without damage or locking) The paddle will scrape the obstacle with its hard side without damage, and the obstacle will pass along with the fluid as the door will open in a way that is possible,

 Another advantage is that at the inlet of the fluid by the formation of the water tank between the blades, a force in the center of gravity by the shaft, such as a water wheel, can be proportional to the weight of the water in the same tank.

 373 Advantage; Due to the position and flexibility of the paddles, it is possible for the paddles to flow at the same speed as the water inlet (? ©! ") Until it reaches the hard position where the force of the fluid at the speed pushes the fixed paddle toward rotation. water grows in front of the paddle due to the inlet (7®i 'and achieves a continuous system by rotor rotation, so that each paddle gets the same rotation when it comes to movement. The advantage is that each drop of water can be placed the force, the speed directly in the paddle in the hard position, without changing the water inlet speed.There will really be two forces: water speed and water weight.We will achieve maximum forces yield at the same time.

 With the balance of the paddle distances and the correct material for the flexible part and hard part of the paddles, you can place even your hand that it will remain intact, as the paddles will slide proportionally to your hand. Thus the fish can pass between the paddles without damage.

 Referring to Figure 282, the schematic representation of a resting turbine can be seen. It is at rest because the door has not yet been opened for fluid release.

With reference to figure 28S> it can be seen that in this position the tank was full, and automatically, the door started to rise, so the water jet | S2j} first begins to enter the system. The shovel (33J) at this time has not yet been pushed by the water jet, so it is still at rest. 37? With reference to figure (284) may be seen that the water tank is already filled, and the door is opened, thus the jet U ^S water (34}) completes the movement of the blades the space required to perform circular movement in the system. The jet of water (34j) forces the paddle (33}). In this case the water velocity is greater than the rotation of the set in force, so the water jet _{5 will} lift and force the same blade blower (33J) in the difference of rotor movement and water inlet.

378 The end of each blade (3f j) will be fully flexible in the end position only, and will combine the rotation of the cylinder where the turbine shaft will be mounted. The flexibility of the paddles is important before it reaches its final position, where it will take the full force of the rotating fluid, it will move at the same speed as the fluid entering the system, so it will not have friction against rotation and will not rotate the blade. jet inlet position will not cause fluid turbulence. In ^this' time, the water jet, pushes in front è proportional speed relative to height differences. The structure {31j $ already has a higher atmospheric pressure, so that the water in the system, no matter how high the outlet, will be stable.

With reference to figure 285 it can be seen that in this position the door is already fully open. Because the turbine rotation is less than the jet speed, the water reserve is deposited upwards at this point and pushes the flexible blades (33j>, proportional to the space required. The weight of the blades (33J | is similar to the water weight) , this is important so that the flexibility fits perfectly into the fluid velocity where the blades 33j get the same frictionless movement.This is important as the entry of the paddles into the support position assists in the lift out. position, so that they do not act against the rotation forces.In the final position only, it will combine the rotation of the cylinder where the turbine shaft will be mounted, the flexibility of the blades is important before it reaches the final position, where it will take the full force. of the rotating fluid, it will move at the same speed as the fluid entering the system, and thus it will have no friction against rotation and will not rotate the jet into the inlet position. will cause fluid turbulence.When the paddle (33j) reaches the position of the table f37j) ₈ it will already be in the final position, and it will be being pushed by the fluid (36j) »the perfect fit is then achieved by the damper (39J) which fits the distance of the flexible paddles on top of the iron tables (37j) automatically over time spent at minimum distance without leakage in place! any and in the area where it will be mounted. The exit of the paddles (33}), after going beyond the table, it will open the fluid path (40J) downstream and by gravitation and controlled atmospheric pressure, the fluid will lower and spread downstream in suction. Due to the flexibility of the paddle (38J) _S the fluid (0j) _* does not lift at the outlet of the paddle (38f) as it floats and exits in a position without lifting the waters (40j).

380 Referring to figure 2SS, the same system as the previous figure can be observed. In this position the water jet (41j) completes the maximum water height, as already explained. The blade (3Sj) has a rotational speed, and is pushed at the same speed as the jet enters, so that it achieves twice the speed of the blade (33j) _s that is passing over the table (37j), after which the spade | 3S |) _S can reach the table at the same time as the spade 3j) leaves the table; For this reason the CARE system has no unused water losses, and all the water that passes through the system is used in the same way. In each spacer will be mounted the elastic coupling, where inside it will be mounted the bearings, shafts and a part of the sensor system. The height of the bearing on the spacer (3j), ^<which will be at a certain distance between at rbim & will be sealed not to get water, will be mounted above the water level will help in a long vid bearing system because it does not reach any water pressure in this system the distance is smaller than in deepwater applications of the GARE system, the distance will be greater. For when the cylinder is larger, the distance grows proportionally.

With reference to figure 28, the side view of the inlet structure of the water system can be seen. The turbine 44j is 6m long and 2rn high. The touch! the generator (45J). The pipe | 47 |) for water inlet in the cone | 4Sj) _s that carries water to the turbines (4 J). 382 The fixed channel (48) has the shape of a 73m long tubular cone trunk 2.5m in diameter on the side of the road and 1m in diameter at the beginning, it will be split in half and will be perfectly encased in the upper outer part. of inclined concrete.

 383 On the upper side of this fixed channel a safety structure (S0 |) will be mounted for people and larger aquatic life so that they cannot pass the turbine inlet.

 384 The float system (4SJ) will be mounted on top of the fixed channel (48j) and will have the same length. Floats will automatically release CARE-regulated water at all times, and will deposit excess water into the pond. That is, there is a regrowth that when the maximum fluid capacity passes the barrier, excess water is released and energy production remains constant.

 During drought time, the buoys will use the deposit, proportional to the water intake and the need for generation. When reserves are depleted, the float system will lower proportionally to the level of the lagoon until it reaches the concrete (only in this case will power generation be reduced).

 386 Referring to the figure (2SS, the schematic view of the taper yoke (46j) of the turbine water inlet. On the shaft (51 |) the generator system will be mounted. The housing | S3J) of the turbine, the air pressure {B4j% the final area of the circulation (85j) of the flexible blades.

In this image only one of the 16 flexible blades (57j) to be installed in each turbine is represented. The table (Se |) _and the door system ^< (58j) has the function of closing the cone fluid inlet. The fluid comes from location (59j) with a speed of 12m / s in the direction {SCtj} and outlet direction (61j). The position of the table (SSJ) and the water inlet (SS |) and the outlet (61j) has changed because the water comes from a conical and tubular system, without the presence of a river, but with a pond.

3SS Referring to figure (28S), the required shape of the fin can be seen in side view! the door so that it does not vibrate and water does not come out of the corners, 7th

With reference to figure {290) may be seen in sectional side view of the water eivei f1J} ₅ buoys CIE system _(¾). the pipe (fSJ) which will pass water to the turbine, the end of the pipe 4j) towards the turbine. The concrete barrier in the focal (β |). The formation of the water outlet (5j) Referring to figure (291), it can be seen in side sectional view in which each curve represents a height. With the pressure control you can have a control over the water output speed. With reference to the figure 2S2) the level of the water (1 j}, the concrete (8 |) can be observed in the sectional side view. The air has been completely removed for suction. The atmospheric pressure will be controlled by means of the addition or removal of air.The pipe is full of water and there has been a port adjustment so that the turbines do not run out of water.In this case a full body of water has been created which pressure will enter the turbine door providing fluid in movement for power generation.

Referring to figure 293, the barrier can be seen in side view. It automatically raises lower according to water level, and holds fluid without loss. After that it forms a fixed barrier and all water passes over it proportionally to the highest height. A possible adjustment for her is putting a weight on her tip so that it does not fluctuate so much. Its maximum inclination is when the hard parts are already touching, when there are no clearances.

The fixation (1k) will be on natural or man-made structures such as concrete. Attaching the Flexible Barrier Support (2k} «The support (3k) in a position that ends in flexible barrier pressure. The barrier system has a flexible part (4k) and a hard part (7k). the flexible ones will be slightly larger so that together with the water pressure not allow the water to pass to the other fado there is a fastening {k} together with the support (3k) .the fastening file) between the hard part (7k ) and flexible part | 4k) can be glued, screwed or both. Between Hard Parts (7k) there will be free areas (10k) where you can get side or end curves

Referring to Figure 294, the barrier can be seen in side view in less detail. The concrete or natural structure (1Bk) _are the water level (13k) ₃ atmospheric pressure (water pressure Í4k f15k). The water level modified by the system (16k.

With reference to the figure (28 $) one can observe in lateral view two flexible blades, the left one is stretched, while the right one is not. There is a central axis f1k) _s on which a laser plate (21) ₅ will be fixed which ends in the same support as the flexible blade. This plate has pins (fSk), which will be responsible for reaching the guaranteed positions. The fixation | 4k) ends the disc, and the pins end on that disc (4jk). The clearances (SR) between the hard parts. The fastening (4k) of the flexible material with the hard in the base. The support fik) of the fixation. The {7k \ laser plate will have required deformation. Special part (k) for replacement in case of blade wear. The attachment () of the blade along the workpiece. The hard part 16k, the division between the hard parts flUc, the fastening 12k! Of the special part ftlc} The hard part joins with the flexible one by means of screws, glue or the like. ) and air pressure | 1Sk) cause the blade to change position, such as the flexible barrier.

With reference to figure (2), it is possible to observe in side view the system that removes the dirt that provides the water inlet of the sieve, working with the suction of the same. The water level | 1 s) _s the lid (21n) _s the non-pulling air plate (2n), the rotating float (4n) _s which will be capped above. The space between the stationary body and the rotating screen (6n) There will be some small balls (18§¾) made so that the dirt will not stick; the wire ropes f1 @ rs) will be inside the balls (1Sr.) and between the wire rope tensioner (10n), and fixed with the bushing f8rt) in the center. The circular body 19n may be either circular or other shapes such as cylindrical, triangular, etc.

There is a shaft 400 of the tubular turbine _(1LN). the body of the flipper turbine and with this tisihma movement, the shaft will move, causing the sieve to rotate at cold speed so that no matter will accumulate 6 000077

organic the obstacles. In the free area (20n) passes the dirt passing through the sieve.

With reference to figure (297). It can be seen from a superior view the fluid ^< (13n), the gravitational sieve | 7} ₅ that works together with the centripetal force, and its suction has velocity less than d gravity. The rotation (20n) can be clockwise or counterclockwise. The rotating ball (4n | fixed to the shaft, the sieve area around the wall can be tubular, triangular, circular, etc.).

Referring to Fig. 298, the tube (2§r§) can be seen from above, and within (24n) there is a system (26n) consisting of: cable clamping (8n), spheres f18n) made so that dirt does not accumulate, and these cables will be stretched by the turnbuckle (10n). This system (28n) will be repeated in the other two divisions of the tube (26n). The fiipper system tube (11n), the bushing (Sn). If the generator is mounted internally, the cables will run in area (23n).

Referring to figure 299, the continuation of the tube 30n can be seen in side view, the flanges 2Sn ₅ the fluid passes in the direction 28n through the gravitational screen, the axis 11 on one side thereof. the air inlet impedance system flange (29n) (Mn}, coupling (3.1 n), damper (32η), generator (33η), and on the other side of shaft (11n) are bushing (Sn), the balls so they do not accumulate dirt (18r¾) _s body fiipper (15n), the area that the wheel (2? n), the tube (n) formed to be able to use the fluid and preventing dirt accumulation.

Referring to figure (300) one can observe in side view almost the same structures as the previous figure in (n), but here there is a cam <36n), which allows to change the direction of the installed turbines without mounting on each side. straight a generator. The fluid comes in the direction (2Bn), you can observe the continuation of the tube (3 © n) _s the shaft (1 n), the bushing (§n), the balls (18n) so that dirt does not accumulate. The common pipe (35h), the fiipper body (15η), and the area where the fiipper will rotate (27re).

Referring to figure 391, one can see the flange 37n towards the generator, the rubber 4 n, which conically pressures on the flange, which will be screwed to the sides. The tube 45 ° passing through the dirt passing through the sieve 43n. The dirt inlet system around the turbine (41n). The end of the turbine area (42n), the larger outlet around the turbine (46n): so that dirt does not accumulate in the passage. The flange (4n) together with (39n) will be bolted, these flanges have windows for mounting the turbines and maintenance.

With reference to figure 302, it is possible to see in a superior view the area of the rotary screen (21p), the area of the generator (18p), the natural fluid (17p), the location of the flipper turbine systems (22p). _5th axis (19p). Every time the tube is bad, another generator will be placed.

 With reference to the figures {303} (304) it is possible to see in side view the pipe (Sp) where the system will be mounted, the shaft (1p), the dirt removal wheel (2p) and the space where the wires will pass through. flexible plate (3p), turbine body fastening | 4p) with flexible plate, the pin body (Sp), the bottom of the pin body where the shaft (7p) can be fixed in front and sometimes also at the bottom (6p). The stator and generator will be mounted in the area (8p). The direction of fluid (10p), the end of the turbine propeller (12p) passes into the tube at an angle without sticking to dirt. The space (13p) between the turbine and the flexible material. If necessary the propeller end (14p) will be flexible. All parts (15p) will be tilted so that dirt enters the pulley (2p) or location (11p). In the area of the tube (16) rotate the flipper propellers.

 With reference to figure 30§, one can see the flange (1Sq), the rotating tubular part (17q) where the blades will be mounted, the fixing (21q) of the flanges, with a Sado being around the pipe, and on the other side, around the generator. The area where the generator (2q) will be mounted, the circular ring {25q} closed in the non-rotating area, where internally there is in generator, tube (27q) that in the rotary system (17q) does the minimum braking in the fluid. Dirt will pass through the center of the tube (28q).

With reference to Fsgora (306) one can observe the rings (12q), the areas of the magnets (? Q) and (8q) ₅ the flange (15q), the seal so that no water (16q) enters the pipe and the turbine. The tubular rotating part (17q) where the turbine blades will be mounted. In the special system, the inclination {iq (19q), the dirt will not stick, it will be routed to the center of the pipe so that it exits freely. The space (20q) between rotary system, and fixed system. The fastener (21 q) of f tanges around the tube on the other side around the generator, the fixed part f22), the direction of the fluid (23q), the area where is mounted the generator (24k) _are circular ring ( 25q) Closed in non-rotating area, where internally there is a generator. The air or fluid pressure system (2S) in equilibrium with the minimum or maximum height, with the water pressure together with the internal atmospheric pressure, to control the fluid so that it does not enter where the generator is located. The generator housing will be mounted on the plate {25q and the rotor will be mounted on the circular ring (17q).

410 Referring to Figures (307) to ($ 09) one can observe the magnetic bushing bearing, which will be used in all the necessary places of the system. The spacing between axis and buch (1q), axis {2q) _} the slope of the bushing ($ q% the area of the magnets (5q)> the area of the bushing (6q), the area of the magnets (7q), there will also be other magnets (8q) around the magnets so that they repel each other, creating the area (9q) in balance. The iron area (10). The magnets (12q) can be attached to the iron ring (1tq), the Inside the ring goes a tube, in which there are magnets around another tube, in which tube you can install the flippers. The magnets can be mounted in various ways, for example, to repel each other horizontally, vertically or both at the same time All magnets 13q will be mounted on volts of a shaft or tube Area 14q has been created under pressure of magnetism to better stabilize in the rotating position The bushing wears less and has less friction .

With reference to Fig. 310 it can be seen that the gravitational system will in principle be mounted on one axis. The system created on a tube will be mounted in the shape of a ring with the same operation. The gravitational center (1q), the weight (2q) _} the space (3q) between the generator and the fixed system, the ring (4), the free area (5) for the gravitational system. The area of the generator and floating bearings (6q), the center of the pipe {7q}, where the dirt will pass. The rotating frame (q) where the blade will be mounted in an inclined cut so that dirt does not enter. This system does not need air pressure as it is a gravitational system closed, and power generation will pass into infernal sliding and isolated points from external accounts.

412 With reference to figure {311} one can see the special system without shaft. At fluid inlet (1za), fluid direction {2za at inner tube area (3-za}, system {4} causes minimal water braking. System housing fSz), points (6za) of power output. The ftange (7za) between pipe. Range (zs) when combining two systems with high pressure and water velocity. The non-rotating parle {9za _s . the flange (10zâ) between pipe and system. The pressure inlet (11za), if not the closed gravitational system. It is a tube mounted system that generates power and there are no obstacles in the tube system outside the turbines.

413 With reference to the figures (312) and (313) can observe the roller so that the material ^"not stick (ir}, the roller shaft (2r cone where the axis will be fixed (3r) _are the turbine shaft goldènscrtniit (4r) or flipper, the free area around the turbine | Sr | _s the turbine propeller area | Sr), the tubular system (7r) so that no dirt gets in. Rotating disc so that the system does not pull air Turbulence (Wr) so that no cone is created. Turbine area (11r) ^' and water flow, suction water direction <12r), flange (1¾r), tube 14r, the flexible ball 16r is mounted on a cable and will be able to send signals to the system to close the door if necessary. Â Float (1 Sr) in an upright position to signal the door to open to avoid maximum water in the system. Software and hardware for maximum fluid utilization. In this system a sieve will not be mounted. Works in less dirty areas, or special systems where dirt such as organic material obstacles pose no problems for the system. At the location (17r | the magnetic system and the bushings will be mounted. The bottom of the water tank (18f), the minimum water level (tOr) created by the sensor. The variation of water f2®r),

Referring to Figure 414 (314) can observe the separator (1t) ₅ | Q2) and (Q3) above this side view and top view below. The gravity box (4t), which has a system-wide water-emitting function. The flt) pulleys, the pulleys base (6t), the tower (7t) _are the platform end (8t) of the cavity T / BR2016 / 000077

platform (9t) in this cavity that enters the separator (1t). The material pumping system Along with water (10f). The material enters suction, and picks up the suction speed along with the height, so that all material at the pump inlet (11% will already be in position (Í2t with the path (131) eSe acquiring a speed with a & a)). , and reaches the outlet (14t>. A flexible-bladed rotor will be mounted that works in the same way as the tubular system turbines, thereby obtaining eietric energy. The rotor will lower the outlet pressure and even out the particles at the inlet. The flexible tube (151) is fixed to a fork system (17% the pin (1 @ t). The fixing (181) of the fork (171) to the tube (151). 16t) which are fixed on the separation platform. the platform (1Sa) fixed on a pin or d flexible system _(20!). joining portion (21t) of the platform.

415 Motor (22t) that runs the pump d ^s water and the generator (251), the water pump (23T), which pumps the water to the tower gravitacionai {4i which leads to the whole system, fvlotor (241) piping (25t), engine-generated hydraulic system (24% automatic reducer (281), coupling (2St) ₅ control area (3 (H), belt movement (311).

418 With reference to Figures 315 and 318, it can be seen above in side view and below in top view. On the boom lug 32f, the pulley cables 331 will work with winches so that all cables calibrate so that they each get the same weight when lowering or lifting the system. The container (34t), which divides the space for personnel The division (351) into required spaces, the boom (351), the platform (37% the boom flange (381),: the water level (39t} ₅ the bottom of the river (4M), where the beam is lowered and raised (35f). The winch (41t), at the end of the cables there is an anchor. Boom reinforcement (42 the winch cables (43t). The winch tower (44i) has sheaves that make the cables stay in position, this winch is controlled by the operator.There are several winches for movement in all positions which can be controlled by the operator as well as pumping etc. shut down the system by an automated safety system.The hydraulic system (45t), the material shredding system {4Bí}, in which case the pump will be mounted on the platform, and the material is pumped. The system grinds the material, so the pump expense will be lower as the crushed material may already move toward separation. Â rotary planting area (471) _*

With reference to figure 317, the rotary planting system can be observed. The wall or pillar (48t), where a half-moon or similar system will be mounted necessary for the plant to grow around the entire area {Sí in all directions equally, which will be provided by the rotation of the system. Here a horizontal or inclined cable can be mounted, where there is a full moon (SOt), where the plants will be planted, can have other shapes, the plant will grow in the direction f§1t). The collection cable (52f), the disc (53t $ for the plant to be limited to an obstacle (54t) ₅ the bearing (55t) _s the cable tensioner cable fixing (571), the motion system (SBt) It will be very slow for the plant to grow on all sides equally. This system is not just for dredges, but for all plantations where planting spaces are lacking. In this case flexible hoses will be used together with the cable systems. Plant roots will hold in every cubic centimeter.

Referring to Fig. 318, the system of signaling and generating energy balls can be seen in side view. Basically it is a cylindrical system where the gravitational system already described in that patent will be assembled, with a rail formed by plates, in conical shape, or greater distance, where a chain or belt passes. The height of the plate (1u) is that required to position the cable | 2) by half a turn. The gravftational system generates electricity. The output of electricity by the wiring (3u). At the same time these buoys float and function according to the difference in height of the waters. Loosened cable {4y _s which is connected between connection (12y) between anchor and counterweight (5u) When the water level rises, it will raise the cable (2u) to the position where the plate is located. The gravltacsonal system (Ju) rotates according to the force difference by the counterweight. When the water level goes down, the counterweight (Su) will be more heavier than the gravifacsonai system (7u), which will descend relative to the anchor.

419 The rope or cable (8u) ^: has a reserve (B that can be stretched at position (10u). The cable starts at position | 12u) and ends at position (11u). For extreme waves it will be used as in figure . Where on the sides there are two eyes (13u), where the light will come from, it may be strong or weak, depending on the need for signaling, or one may be used for power generation.

 420 When the ball 5u approaches the position {i when the cap (u) stretches, the ball will spin. When the ball returns, it will re-stretch the cables to return to the opposite position.

421 The {tange (24u) where the flexible shaft will be mounted. The shaft 20u} is free from the ball. The flexible system 18u will do the same movement with the weight (i @ u) _. , The bottom cable will be a little looser. The fixed shaft in the ball 22u, and the shaft fixed outside the ball ends in the outlet, and on top of it is also the bearing 23u.For the rotation of the balls to be free from each other by the flexible axis in the center between two balls, stability is created.

 422 With reference to figure 31§ one sphere can be seen alone at position (iSu), which has the same lashing (12u), there are two more cables attached to the bushing | 23y), so that the sphere has free rotation and cables are free. These side cables are the same size as cable (u), and have the function of stabilizing the system (u). For there to be no balance it must be festoon as in the figures. Since the dual system is for obtaining more energy, and the individual would be for signal buoys, both of which generate energy.

423 Referring to Figure 3201, another adaptation to the tidal power system can be seen. The safety system between anchor and cable (12u), power cable (3u), the weight of the float the flexible system (19 «) to the cable (3u) .The flexible system (18u), as in the system explained above on tidal power generation. The flexible shaft (2 © y) between two floats, the coupling flexible (24y '. the magnetic bushing (23) _are fixed the ball axis (21 u), the anchor (2u), the ball 6u) ,. which may be fully transparent, with transparent parts. the Mirrored inner area (16u), to create a greater visual effect, the transparent glass coupling (13u), the glass coupling can also be square.

424 Referring to Fig. 321, a similar system to that of the preceding figure can be observed, but it is adapted to rivers. The fixing of the cable (1v, the anchor (2v), the power cable (l _s the angle of the cable according to the height of the water (4v) _s the water level (Sv) the sphere (βν), which when Instead of the energy output passes an axis (7w), on which a gravitational system can be mounted. The external bushings (8v) ₉ which rotate the axis where the sphere will be mounted, The fluid movement (θν) causes the flexible paddles (10v) make a price for rotating the ball.The change in gravity position and fluid force (11 ¥). At position 12v) the flexible shovel is at rest. At position | 13v) the rest position changes to the floating position. In position (14v) there is rotation. If you see a trunk or similar obstacle it will not damage the system, but will speed it up.

With reference to figures 322 and 323, the aquatic life elevator that works in gravitational forces can be observed. The water level 1w) ₅ the sloping sieve (2w) _s the non-watering area (3 | _s also the sloping water (4w). First it takes a larger area (SwJ as a net and the area { 3w), where the aquatic life is.The water level below the elevator {Sw), the bottom tank f? W}, where the net (Sw) passes catching. The shell (w) with sieve. This sieve is hard on the f @ w side, and flexible on the other side. It takes the water and aquatic video in position (7w), for the reason that it is mounted on a turbine outlet, where much of the aquatic life tries to go upstream.

 426 Level | 6w) varies at the height of the fluid outlet as the shaft (10w) where around it (11) runs the cables. The axis 10w will be supported at the level | Sw) or (8w). The mechanical system (12) which raises the shaft and the system to level fSw) or lowers to level (6). Underneath there is no shaft, it is free, the length of the coiling controls the height of the elevator.

427 The shell (13w) without fish screen coming from the water level (1w). Water inlet from level (1w) to shell (13w) plate that creates a barrier lifting the shell to bring the fish into level (1w). On the other side there is a complete water tank and there is no network, so the water that passes from the level (8w) to the {wj fills the shells. The aquatic life that comes with the fluid may also pass to the sieve. The rotation is slow enough so that the fish will not be alarmed. The movement is controlled by gears. The shell that runs the system is loose and flexible. The shaft (23W), the belt (15w), the magnetic bushing Ç22w) ₅ structure to the support <12w>. The outlet of the position of the bottom rails (21w), the water inlet outside the turbine (19w), the position of the movements (25w).

Referring to Fig. 324, there is a side section of a pipe where the tubular flexible paddle will be placed. The side tube F1X) _are cut and installed horizontally or inclined. A plate 2) in the tube to position the fluid in the tubular system so that all fluid passes under the shaft in rotational force. Â fluid direction (3x). In this figure there are two turbines working together to achieve water braking at maximum rotational forces.

 429 The turbines have a tubular shaft, and the blades are tubular, they fit the entire area of the tube, the larger tube fits into the turbine, and after that enters the smaller tube, to create a table (f¾c) where the blades will run through. . In the front the tube is May and in the lower bottom, which will be a table. The flange (4x). The table (5x), which forms a sphere for a smaller tube, where the flexible blades run. This table (Sx) will be around the turbine. The side cylinder is tube shaped.

430 The flexible area (6x). where the shovel passes with a minimum distance between table (Sx) and plate 2x). The cylindrical ball (7x) where a flexible blade will be fixed. The shaft (8x) where the bearings, bearings, bushing and generator will be mounted. The fixed area where the flexible blade will be mounted or the fixed blade in which its end will be a flexible blade. The axis (10x). tilt, which can change the inclination of the turbine or pipe. The fluid inlet (11x), the end of the sphere (39 ^χ where the flexible blades pass, the fin tube (fS1x)) enters a curve to make a vacuum. The direction of rotation of the sphere (32x). 431 With reference to figure (325) one can observe in side view the fluid inlet f12x), the bottom of the river (20x) _s the height of the varying water (22x) _s the structure that prevents the entrance of air (1 ^' 9x), you can see the end of the cover (18x), the inclination (1 $ x) so that the obstacle passes from the side (17x) _and the frame (1Sx) so that the system is not sagging.

432 Referring to Fig. 326, the cover can be seen. 1SK} ₅ free area in the center there is an axis (13x) ₅ there is a float {i2x) around that axis f13x}, this float is spherical when water lowers it reduces the fluid, it does not stop the fluid fully. When water grows it is kept in the lid.

433 Â fastening (1 f of the box so that no leaves or obstacles pass over the tube, Â rotating grid (i7x the lid (25x) can be curved on top, the lid can have reinforcements (24xf. The lid can be flat (Íx) ),

434 With reference to figure (327) one can see the rotating grid (17) 'The free area (27x) rotates on an axis f24x) which is fixed to the frame | 23x) _s and fastens it to the holes to create a solid sphere which rotates the tube (Í7 & The tube (17x) has an inner iron (27x) that rotates about the shaft. The tube can only lift {ZQx) to the frame (233ε). The iron 28x is larger under the pipe forming a table so that the frame 20x is joined with the pipe 17x The frame 2 has the function of preventing obstacles from accumulating in the system. {2Qx) supports the rotary tubular system so that it does not scrape underneath.

435 With reference to Figures 328 and 32Sx, it is possible to observe in a side view the area of the fixed blade (6x), the attachment of the flexible blade (4®x) _s where the flexible blade supporting the blade begins. fixed (41x). ^The flexible P (34x) with hard part fulfilled more. The flexible blade with the thinnest hard part (35x). The direction of rotation (32x), the force of water in the position of rotation (3x), the axis (8x).

 Referring to Fig. 330, it can be seen that the vertical pipes can be mounted with flipper system turbines or other models such as flexible blades. The system is full of air, the end is at the bottom of the water (22x).

437 The system (43> creates a vacuum for water to circulate with gravitational force. The ring <12x) slides over the tube (13x) which will be pressed into same sphere where the rotating tubes are located. Same second sphere so no dirt gets in,

 438 There is a fluid adjustment to lower the height of the ball and close the water inlet on the tube. In a system (42x) which is not a flexible blade, this system shall be placed at the bottom so that no obstacles enter.

439 Referring to Figure 331, the counterweight (12y) mounted with two balls (11y) is shown in the generator housing (16y). By the counterweight (12y), the shell is gravitationally trapped, and the sphere is gravitationally calibrated at the counterweight (12y). The axis (9y) is the line at the center of the axis. The axis is fixed at the point (iey). When the chord (Βγ) passes the channelet (13y) and the wave makes a difference in height. In this way the axis fS jL can be rotated. The sphere (12y) rises in proportion to the gravitational system (15y). Anchor f5y)> The fastening of the rope. (17y), the counterbalance ball (7y). The channel | 13) may be deeper. The wave | 3y) _are tea sea (4y). Here the gravitational system can be mounted on the counterweight part. The system can be mounted at the bottom of the water.

440 Referring to figure (332), the tubular flexible blade system can be observed. Inlet of gravel into the riverbed (4S *) ₃ to the side road (49y). Curve (5y +), which allows it to be screwed slanted, note that this curve has a special slope. The flange (S9y), the pipes may be formed by tubes or grooves bolted to more sides.

 441 The cone (4%) is formed by a common tube on one side, in which? It is welded and screwed into a cone. The cone has a reinforcement and enters the same flange and fits into the same flange. The second con (3y) has a flange which is shrinking the pipe portion and is almost half to half. The tubular cone (2y), the tubular ribs (1Sy) entering the flang (SSy).

 442 Cone (1y) has a perfect ball entry. This sphere opens at the entrance of the cone. Within the sphere is the system of cylindrical flexible blades, and the end of the blades is like a sphere. And each shovel fits the ball perfectly,

443 At the flange (14y) the sphere is cut ++ shows a sphere already removed in part (1). In the tube (S2y) or in a bend (5y) is mounted. It starts with a sphere and then becomes tubular. Thus at (49y +) there is a perfect table as the sphere is larger than the tube. The fluid direction (4®y The shaft of the spherical turbine (40y) of flexible blades, where the flexible blades are mounted and where the generator will be mounted. This system has all the parts that fit perfectly. The water level below f7¾ ? *) _are above the water level (+ 6y), the rotatable roller (6y) so that the material does not stick.

 444 Referring to figure 333, one can see the roller - 6y, the conical system 10y, the tubular reinforcements βγ the ball 1y, the inlet 5y in the flexible blade system. The end of the sphere .. (4y), the flexible paddles (2y), the water levels (11y) and (i2y), the reinforcement - (1y +). and n comes back from the sphere.

With reference to Fig. 334 one can observe the cone 18y which enters a sphere 1y. Above is totally flat while below is tubular. The plane | 14), which begins to rise at (17y) and rises at (18y). Enters a flange (20y) _s a f1iy rib | ₅ where the tubular system begins. Below is tubular and above straight. The plates are laser cut. A box () has six pieces where the flexible blades are fixed. The open system where the sphere ends and the cylinder starts. Area (3y) forms a table, and in area {ÍZy} the water turns towards the axis. The ball is cut so that the mouth (16y>) fits perfectly. Thus the pressure is achieved by making the ball blades, which form a table and changes depending on the distance of the blades. To make one perfectly. paddles in the sphere, which form a table, and changes depending on the distance of the paddles to make a perfect fit of the fluid inlet and outlet

 With reference to figure 33S, it is possible to observe from perspective view the rotary roller 6y responsible for the material not sticking. The table (Sy) to be fixed to the roll (6y). The table rotates with the roller (6) and prevents dirt from accumulating. The ring (4y) at the same height as the table (5y). The ring (3y) is the highest so that dirt does not accumulate on the table (4y). All the material that goes through the cone goes through the turbine. There is a shaft in the middle of the screws that will be fixed to the plate (9y). The tubes rotate along with the table.

With reference to figure 336 one can observe the same structure as figure 334, but here the parts are disassembled. Last cone is missing (16y). The cone (2y) can be viewed. It has a shape and rounded below, where passes the power axis (8y), and the air system (7y). The tube (4y), the second conical system f} ₅ the third conical system (6y) and the tubular reinforcements (10y +).

With reference to figure 337, one can observe in transparent side view the direction of fluid 13y, fiange 12y, tube 11y, first cone (), second cone of (Sy) a. (10y), the tubular cone from (8y) to (Sy) _s and the tubular ribs (7y). The material inlet (5y), which has been cut, has a flat top and a tubular bottom. The sphere is intact at the distance from the blade (14y) to the blade (15y). Depending on the amount of paddles and size, the sphere may vary in size. The power shaft (1yJ, the flexible blade system (2y). The fiange | 3y) mounted on a gusset or directly on the ball. The sphere ends behind with a common fiange in front where a cone enters into a fiange (12y) around the sphere. The area (Ôyj of the flexible blade The end (4y) where the flexible blades pass, with a minimum distance from the balls.

With reference to Fig. 338, one can observe in lateral view the system of flexible blades and how possible variations may occur. Â Smaller front-view flexible shovel (42y) _s the different slopes (35y) that the blades may have or reach. The system of one of the flexible blade fixings (40y). Plastic, rubber, or something similar (34y} „Holes (35y +). Fixed to another plastic, rubber or something similar (33y), in these holes <3dy +) the flexible blades will be mounted. These shovels will be mounted with screws on the table. On the side (37y) the flexible part of the blades will be screwed or glued. An example of which was screwed (39y). The flexible rubber (3 $ y). The only flexible part is (31 y) This plastic or rubber, or something similar, has a lower density than water, but when the water gets into the holes (3Sy) it will be pressed into the channel (34). It has a corner for the material in front, when it becomes full of water it becomes a closed system. You can also place a simple flexible shovel with spring plate or reinforced common plate.

With reference to figure 339, one can observe in transparent side view the conical side inlet 49y, the curved fiange S9y. One can Notice how the parts look in the top view (53y). The bottom of the river (57y). The shaft f43v) _are attachment (45y).

451 Referring to Figure $ 340). It can be observed that to replace the vibratory system of a separator one can stop the rotation and start, with the force roller, so that it uses motors, while one is stopped the other one is turned on. In this case a manual system is being shown. The water level (65Z), the material input (10z) _have the special rubber (6 - z), the same channel in section, one can observe the formed plate. The tilted table (74z). The table reinforcement (12 *). These inclinations may be all at once or in part. The legs (77z which can be rotated apart to change position or inclination. The system (73z) that adjusts the height of the table. With the axis (Bzj and (7z)) you can change the position. 68 lb. The lighter material passes through the 78 lb. The special plate can be vibrated to position 11. The same system can be floating with cylinders.

With reference to figure 341 one can observe the same system as figure 340 but is not floating here. The material inlet (iQz), the sphere to classify the material (64z), The system - (9z) that serves to remove the larger stones. The shaft (1z), the power shaft (60z), the frame (702). The strap can be stretched. You can see the table shapes ("). Placed ( ^@ Sz) on the floor. The leg (81z) is made so that it does not sink and does not come out of place. With the pin (6z) the part (7z) you can change the position and inclination.Pa $ 7, the special leg (81z) The other roll does the same thing, but when one is turned off.

Referring to figure 342, a small floating system is vibrated with two motors. The floating pipes | S2z) on water, the water level (70z). The side view is the material inlet (t0z), the floating system (62z). The flexible system (68z) for the shaft. The axes (1z) and (2z). The direction of rotation (60Z), the direction of the belt (63) _are belt (71 z). The inclination (z% that can be exchanged by the pin (zz), Below there is a deposit for the concentrate, which is turned manually or by means of machines, It has two rollers ffe} _s the material falls in (64z). 60z) you can make a vibration by hand or by machine in the tank for material to go forward | 21} ₅ and heavier material needs to pass below the barrier

With reference to figure 343 one can observe the special solar panel having conical or nearly flat system. The material enters the center of the ring {2§z) _s in the cone {2 π}, the channel (28z) in around the hole {27z Salt material at the ring position (25%), around this cone there is a channel (19} «All the heavier material passes through han®í (2iz) _s the process is repeated until clean. top view panel (Sz), the cut (182), where it has the highest side. Half moon channel (26z), with center (2? z) half moon. Four spheres (28z), This panel works in the pressed country .

 With reference to figure (344) one can see the special solar panel in top view. The cut (1 SE), where it has higher side. The half moon channel (2Gz). the center <27z) also half moon, the four spheres (282). Solar panels can have all shapes and types, the positive of this solar rotor is that it is always on the sun side.

Claims

 1. "MATERIAL SEPARATION SYSTEM", characterized in that it has a mineral separator. Mineral separator according to claim 1, characterized in that it processes sludge-shaped materials by pumping with a drop in a sieve; then into a silo that first feeds the conveyor whose belt is in concave shape carrying the mass of material starting the process; In this same belt the material is separated, with the heaviest material concentrated in the middle of the belt; The first step of separation of the moving material occurs in the transitional movement of the belt from concave to sink shape, at this time partially separating the excess liquid from the solids; when the belt is flat the liquid exits the side of the belt and the heavier material continues in the process; from that point the belt undergoes transformation from flat to convex and inclined, raising the material and simultaneously initiates a transverse vibration caused by lugs mounted on the sides of the belt; a quantity of "spray" is installed, which directs water in the opposite direction of the movement of the material, forming water slides on the classified material; later the belt, which was already completely convex in shape, undergoes an increase in the amplitude of its vibration, in this stage the water that was thrown in the opposite direction of the previous stage penetrates all the material, where the separation of the heavy materials begins. the lightest, the thickest the thinnest, all at the same time and in the direction of belt travel; From that moment on, the grains begin to move towards the sides of the belts due to their profile and inclination of the special mazes of the belt surface; with other forward mounted spray nozzles, also directing water in the opposite direction of grain movement, we ensure a moving film film height required for grain separation, depending on the type of material being processed; along the lengths of the belts we achieved using the same method. Already mentioned a separation of grains into sizes and weights. concomitantly; the first separation is from materials that float along with water, the second is from more Seves solid materials with smaller grsnulorrsmetric range, the third is for solid materials of the same density, with smaller particle size range; The dimensions of the mineral classifier may change in their length, width and height depending on the material to be classified; The height of the feed tower can be changed if the product feed is dry. 3. Separator minerals, according to claim 2, to use ^'hydraulic, wind, solar or by tides in the case of same be installed in the sea, as explained in the description.  4. Material separation system, characterized by an ocean plastic removal system.  Ocean plastic removal system according to claim 4, characterized in that it has sieves together with a carpet, in which one of its halves will be used bars of a hard material, so that the carpet is at the same time hard and flexible; This carpet has a roll, which will be fixed in the hard part on one side; the sieves may have different shapes, such as round, oval, cylindrical; This ocean plastic removal system will also be able to use the energy captured from the tides, as described in the descriptive report.  6. Maternal separation system, characterized by having an ocean oil removal system. Ocean oil removal system according to claim 6, characterized in that it has a funnel, which material is light and resistant, such as a balloon or parachute material; for that funnel lies flat on your _puxamertto,. around it will be mounted floats, which are being represented as small dots in the drawing; The hose will have a diameter between 15 and 20 meters, and will be made of the same material as the funnel; will have mounted rings that also float to stabilize the tube so that it is closed; There will be anchors formed by sandbags in nets, and at the mooring point of these bags will be mounted one or more anchors; per At the top of the hose there will be a central hose which will be a primary storage and safety system.  8. Material separation system, characterized by having power generation systems.  Hydraulic turbine system according to claim 8, characterized in that it has different equipment for the generation of electric energy, which, through its existing water resources in its natural form, produces electricity during 24 hours of operation, according to results obtained in practical tests. , first using several prototypes where the veracity of the method was confirmed and later in laboratory with improvements to increase its efficiency in balance with nature; Its entire operating system is automated, with control sensors, being rotation, vibration, temperature, flow and water level, remotely monitored by several cameras positioned at strategic points; the turbine has a gate valve type gate in the lower part of the housing to control the flow of water, which exerts hydraulic pressure on the flexible blades disposed on the outer perimeter of the rotor, initiating the rotation movement and consequent production of electricity; The turbine, because it is designed in modules, allows us various mounting combinations; Its rotation produces a natural oxygenation in water caused by flexible paddles, thus providing more life to microorganisms and other aquatic species.  Hydraulic turbine system according to claim 8, characterized in that it can be installed in various locations, as well as rivers, Sagos, streams. There are the fiipper, goldenschnitt and tubular models as shown in the descriptive report.  Hydraulic turbine system according to claims 8 and 10, characterized in that it can be installed in pipes in which there is a water flow. Flexible round tubular shaft blade with respect to claim 11 may be used when the turbine is mounted within pipelines. It is characterized by having one or more flexible parles. Tidal energy capture system according to claim 8, characterized in that it has balls, a table and a carpet which has a hard and a flexible liver; on the buoys shall be the table, and on the table shall be the carpet; On the carpet there will be a gravitational roll, which any difference in height over the buoys caused by tides will cause this gravitational roll to rotate on the carpet, generating energy.