WO2017024369A2 - Système de séparation de matières - Google Patents

Système de séparation de matières Download PDF

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Publication number
WO2017024369A2
WO2017024369A2 PCT/BR2016/000077 BR2016000077W WO2017024369A2 WO 2017024369 A2 WO2017024369 A2 WO 2017024369A2 BR 2016000077 W BR2016000077 W BR 2016000077W WO 2017024369 A2 WO2017024369 A2 WO 2017024369A2
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WO
WIPO (PCT)
Prior art keywords
water
turbine
height
flexible
belt
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Application number
PCT/BR2016/000077
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English (en)
Portuguese (pt)
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WO2017024369A3 (fr
WO2017024369A4 (fr
Inventor
Johannes Hoffmann
Johann Hoffmann
Original Assignee
Johannes Hoffmann
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Publication date
Application filed by Johannes Hoffmann filed Critical Johannes Hoffmann
Publication of WO2017024369A2 publication Critical patent/WO2017024369A2/fr
Publication of WO2017024369A3 publication Critical patent/WO2017024369A3/fr
Publication of WO2017024369A4 publication Critical patent/WO2017024369A4/fr

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B15/00—Cleaning or keeping clear the surface of open water; Apparatus therefor
    • E02B15/04—Devices for cleaning or keeping clear the surface of open water from oil or like floating materials by separating or removing these materials
    • E02B15/08—Devices for reducing the polluted area with or without additional devices for removing the material
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00—Water conservation; Efficient water supply; Efficient water use
    • Y02A20/20—Controlling water pollution; Waste water treatment
    • Y02A20/204—Keeping clear the surface of open water from oil spills

Definitions

  • 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.
  • 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.
  • 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.
  • 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.
  • 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
  • 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 goldenterrorism.
  • 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.
  • FIGURE. 3 ⁇ 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 7 ⁇ 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 F10UR ⁇ 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.
  • FIGURE 10S represents the withered Inflatable tubes to release more water in the working position of the. turbine.
  • FIGURE 10 ⁇ 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.
  • RGUR ⁇ 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.
  • 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.
  • 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? é 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 3 ⁇ 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.
  • 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 33 ⁇ 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.
  • 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.
  • 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.
  • 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.
  • 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.
  • the counter rotation may be used in favor of electricity generation.
  • 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.
  • 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.
  • 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
  • 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.
  • 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.
  • 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.
  • a cylinder (83) where the turbine shaft will be mounted 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.
  • the same rules are used in the hydraulic turbine system to achieve a perfect fit in deep rivers, so the system has endless advantages.
  • 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
  • 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.
  • FIG 2 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.
  • the river 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.
  • FIG 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 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
  • 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.
  • FIG (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 (10 ⁇ ) in position.
  • 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.
  • control cam (110) 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.
  • 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 (1 ⁇ S) 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 mobile system 106 can be seen, its operation has been explained in the previous figures, but here it is raised from a liver.
  • 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.
  • 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 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.
  • 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.
  • 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 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.
  • 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).
  • 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.
  • 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.
  • 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.
  • 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.
  • the stairs 135 are designed to hold the gravel and modify the inclination of the gallery tube (1).
  • S 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.
  • 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.
  • 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 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).
  • 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.
  • 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
  • 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
  • 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 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.
  • 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).
  • the movable system (1 ⁇ 6) 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.
  • a flexible seal (148) is fixed over it so that no water can pass through, regardless of the position of the flap.
  • 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).
  • 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.
  • a flexible seal (148) 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.
  • each blade (152) 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.
  • 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.
  • 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.
  • 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
  • Fig. 63 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.
  • 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).
  • 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.
  • 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.
  • 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.
  • FIG 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.
  • the gallery 108 when mounted outside the ravine, will be metallic, more internally like the normal model.
  • the catwalk (189) ..
  • 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.
  • FIG 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.
  • the mobile system 106 is raised as high as possible to continue operation.
  • 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.
  • 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.
  • 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.
  • 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 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.
  • 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 ahe ⁇ o (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.
  • 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.
  • 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.
  • the table (1) and the sealing rubber will be fitted over the transverse gallery (222).
  • the difference The difference between the height of the water before installation (127) and after installation (126) created in the position of the plug.
  • 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.
  • floating obstacles and aquatic life pass freely downstream and adma river.
  • 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 ( ⁇ W), 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.
  • 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.
  • the inflatable tube 220 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 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.
  • 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.
  • 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.
  • 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.
  • 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.
  • 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 ⁇
  • the fla (BB) works automatically.
  • the blades (1 ' 5Q)' The water direction (228) is towards the mobile system (106).
  • 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).
  • 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).
  • 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.
  • Spacer modules (2) house the low-speed electric generators ($), coupled directly to the turbine rotors with elastic couplings ⁇ 4
  • 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).
  • tubular modules 31
  • vertical inspection tubes 32
  • horizontal outlet pipes 33
  • transverse cylindrical base 27
  • 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).
  • 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).
  • 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.
  • 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).
  • 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).
  • 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).
  • 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.
  • the housing (1) is designed with dimensions that vary according to the available hydraulic power.
  • 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.
  • 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.
  • 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).
  • 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.
  • the open position (89) on the front side has a layer similar to one.
  • 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.
  • 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.
  • 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 (20C3 ⁇ 4 do not change the horizontal position, but the rotor (201) will change the horizontal, proportional position). his position towards (21 S).
  • 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 ⁇ .
  • the generator of figure 123 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.
  • 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.
  • the elastic coupling (4) 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.
  • 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.
  • the table will be mounted on top of the movable fish transverse gallery (223).
  • the lid (252 ⁇ has the input function.
  • the mobile system (106) will lower when it needs to be passed. light obstacles.
  • 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.
  • 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 ⁇ automatically closes, The spacer f 1H2), the blades
  • 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
  • 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.
  • 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.
  • 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.
  • 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.
  • 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.
  • 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.
  • Fig. 140 the same system as Fig. 137 can be observed, but here the blade is unique 19b.
  • FIG. 168 can observe the water level differences (22b) and (23) are cemented to fixed barrier (24b), the channel (25b).
  • 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
  • the flexible blades (b) will be mounted on the turbine cylinder (14fe), the turbine shaft
  • 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.
  • 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.
  • 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.
  • the gallery (4h is the entrance or exit to the upstream aquatic life
  • 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).
  • 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.
  • the hydraulic movement (6Sb) is exerted on the stator, it performs the movement in the direction (7 ⁇ h 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).
  • FIG. 176 Referring to igure ⁇ 15. A ) s may be noted that in Figure generator (148 ⁇ 5 but it is also possible u ⁇ iliz & 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.
  • the stator rotates counter-rotor. When applied clockwise or counterclockwise.
  • the elastic coupling (73b) is mounted on the stator, it will take rotation from the turbine of the type of figure (135) or (138).
  • figure (151) With reference to figure (151), one can observe the same as figure (15®), but rotates in the opposite direction.
  • 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) .
  • FIG 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.
  • buoys 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.
  • FIG 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).
  • 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.
  • 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).
  • 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).
  • 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).
  • 3c resting axis
  • a resting wheel (Sc) will be mounted
  • 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).
  • 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
  • each equilibrium mass (10c) is connected to a torque shaft (9c) becoming a single part.
  • axles (@c) are mounted on housings (12c) in hubs
  • the cylindrical structure (Sc) will form a circulation (34c) found in figure (162) on the resting axis.
  • 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).
  • 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.
  • the behavior of the elements with respect to the rotary axis (1c), located in figure (163) assembled in figure (1S5), will be the same.
  • 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.
  • 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.
  • 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).
  • 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.
  • 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).
  • 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 (9c3 ⁇ 4. The ends of the torque shafts
  • 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.
  • the installed weight and the number of revolutions of the gravitacsonai permanent torque system are items that define the power to be installed.
  • 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.
  • 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.
  • 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.
  • 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.
  • 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.
  • 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.
  • 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.
  • 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
  • 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
  • the waves will push to one side, and the system will not force the anchorages.
  • 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 " motion water " (Se), the difference in water heights at the same time will cause the buoys to lift differently.
  • 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.
  • 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.
  • this system can be combined with wind turbines and solar panels mounted on the vertical structure, along with the energy of floating turbines.
  • 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.
  • 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),
  • 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). ⁇ setting (75d) pressure.
  • 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.
  • the belt cleaning system can be observed, this equipment has the objective of removing all the noble material.
  • the water inlet pipe (39d), the water Jaio 37d) are blades (97d), the cleaning record (1 ⁇ 7d) which cleans the tube. (39d).
  • 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.
  • 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.).
  • 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).
  • the front view 14f is shown in front view as shown in figure 2S2.
  • 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.
  • the belt passes half a turn on the roll
  • the table may be fixed at one or more points, may be tilted at one or more points.
  • the larger tailings removal system (181) is hard and flexible at the same time.
  • 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.
  • Hotzers can be manufactured or ready-to-assemble modules can be purchased in the frame.
  • the winches will be mounted to fully lift the separator if necessary. Please note the direction and direction of the material (231).
  • FIG. 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.
  • 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
  • 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.
  • 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.
  • 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.
  • 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.
  • the fSSff rotary system breaks and joins the solid material toward suction.
  • figure 264 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.
  • each cable has a connection with a winch or hydraulic crane, which facilitates the mobility of the cables for several Socais »
  • 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.
  • 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.
  • 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.
  • 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).
  • 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.
  • 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.
  • 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.
  • 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.
  • 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).
  • 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.
  • 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.
  • the cylindrical area (74) supports the cylinder (521).
  • the attachment (791) serves to secure and attach the hard part of the blade (771 ").
  • the hard part (7i ss ) is a fixed part and has the same width as the (77i) which is also hard.
  • the hard part 771 will be fixed to the flexible part 761 and will form a shovel.
  • Port fSSI 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).
  • 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.
  • FIG. 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.
  • 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.
  • 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.
  • the turbine 44j is 6m long and 2rn high.
  • 4Sj) s that carries water to the turbines (4 J).
  • 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.
  • 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.
  • the buoys will use the deposit, proportional to the water intake and the need for generation.
  • 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).
  • ⁇ 290 may be seen in sectional side view of the water eivei f1J ⁇ 5 buoys CIE system (3 ⁇ 4).
  • the pipe (fSJ) which will pass water to the turbine, the end of the pipe 4j) towards the turbine.
  • 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.
  • ) 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.
  • 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) .
  • 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
  • the concrete or natural structure (1Bk) are the water level (13k) 3 atmospheric pressure (water pressure ⁇ 4k f15k).
  • the hard part joins with the flexible one by means of screws, glue or the like.
  • 1Sk) cause the blade to change position, such as the flexible barrier.
  • 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 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 (32 ⁇ ), generator (33 ⁇ ), and on the other side of shaft (11n) are bushing (Sn), the balls so they do not accumulate dirt (18r3 ⁇ 4) 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.
  • 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).
  • 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 .
  • 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 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.
  • 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
  • Rotating disc so that the system does not pull air Turbulence (Wr) so that no cone is created.
  • ⁇ Float (1 Sr) in an upright position to signal the door to open to avoid maximum water in the system.
  • the magnetic system and the bushings will be mounted.
  • FIG. 414 (314) can observe the separator (1t) 5
  • 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
  • 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).
  • 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 rotary planting system can be observed.
  • 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).
  • 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.
  • the system of signaling and generating energy balls can be seen in side view.
  • 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
  • the gravftational system generates electricity.
  • 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.
  • the counterweight (Su) will be more heavier than the gravifacsonai system (7u), which will descend relative to the anchor.
  • the rope or cable (8u) has a reserve (B that can be stretched at position (10u).
  • the cable starts at position
  • 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
  • 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.
  • 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
  • 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.
  • 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.
  • ⁇ fluid direction (3x) In this figure there are two turbines working together to achieve water braking at maximum rotational forces.
  • 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 (f3 ⁇ 4c) where the blades will run through. .
  • the tube In the front the tube is May and in the lower bottom, which will be a table.
  • 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.
  • 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).
  • the counterweight (12y) mounted with two balls (11y) is shown in the generator housing (16y).
  • 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).
  • 3y) are tea sea (4y).
  • the gravitational system can be mounted on the counterweight part. The system can be mounted at the bottom of the water.
  • 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.
  • FIG. 334 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
  • the pressure is achieved by making the ball blades, which form a table and changes depending on the distance of the blades.
  • 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
  • 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 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.
  • a small floating system is vibrated with two motors.
  • the side view is the material inlet (t0z), the floating system (62z).
  • the direction of rotation (60Z), the direction of the belt (63) are belt (71 z).

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
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Abstract

Le présent système de séparation de matières consiste en un ensemble d'équipements capables de séparer des matières allant des minéraux au pétrole brut se trouvant dans l'océan. Il présente une conception améliorée tant en termes de performance que de fonctionnalité. Le séparateur de minéraux est positionné avec un angle d'inclinaison de 5 à 20 degrés, et se présente sous la forme d'un support constitué de dispositifs hydrauliques permettant la collecte des matières à classifier, avec une capacité fonctionnelle pouvant atteindre 100 tonnes par minute. Toutes les galeries sont constituées en forme de plateaux dont les courroies flottent grâce à un jet projeté par des éléments de pulvérisation, qui produisent un flux intense et constant d'eau dans les tubulures disposées en galeries, telles que des conduits, où doivent passer tous les minéraux à sélectionner, classifier et collecter. Le séparateur de minéraux présente un système de séparation par magnétisme si nécessaire. Du fait des besoins en énergie au niveau des lieux de séparation, l'un de ses équipements obtient de l'énergie électrique au moyen de turbines hydrauliques, lesquelles peuvent être installées à proximité du point central du séparateur. Si la séparation est réalisée au fond de la mer, l'énergie provient d'un équipement de captage d'énergie à partir des marées. Le système de séparation de pétrole brut de l'océan est constitué par une structure simple formée d'un matériau similaire à celui des ballons ou des parachutes, le pétrole sortant du fond de l'océan et montant jusqu'à un réservoir de sécurité.
PCT/BR2016/000077 2015-08-13 2016-08-11 Système de séparation de matières WO2017024369A2 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
BR102015019504 2015-08-13
BRBR1020150195044 2015-08-13

Publications (3)

Publication Number Publication Date
WO2017024369A2 true WO2017024369A2 (fr) 2017-02-16
WO2017024369A3 WO2017024369A3 (fr) 2017-04-20
WO2017024369A4 WO2017024369A4 (fr) 2017-05-18

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WO2020206517A1 (fr) * 2019-04-12 2020-10-15 Espaço Mineração E Participação S.A. Système de séparation de matières

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Publication number Priority date Publication date Assignee Title
WO2019075539A1 (fr) * 2017-10-18 2019-04-25 Johann Hoffmann Système de séparation de matières
WO2020206517A1 (fr) * 2019-04-12 2020-10-15 Espaço Mineração E Participação S.A. Système de séparation de matières

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