WO2019075539A1 - Système de séparation de matières - Google Patents

Système de séparation de matières Download PDF

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Publication number
WO2019075539A1
WO2019075539A1 PCT/BR2018/050381 BR2018050381W WO2019075539A1 WO 2019075539 A1 WO2019075539 A1 WO 2019075539A1 BR 2018050381 W BR2018050381 W BR 2018050381W WO 2019075539 A1 WO2019075539 A1 WO 2019075539A1
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WO
WIPO (PCT)
Prior art keywords
water
turbine
height
belt
flexible
Prior art date
Application number
PCT/BR2018/050381
Other languages
English (en)
Portuguese (pt)
Inventor
Johann Hoffmann
Johannes Hoffmann
Original Assignee
Johann Hoffmann
Johannes Hoffmann
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Johann Hoffmann, Johannes Hoffmann filed Critical Johann Hoffmann
Publication of WO2019075539A1 publication Critical patent/WO2019075539A1/fr

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Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B03—SEPARATION OF SOLID MATERIALS USING LIQUIDS OR USING PNEUMATIC TABLES OR JIGS; MAGNETIC OR ELECTROSTATIC SEPARATION OF SOLID MATERIALS FROM SOLID MATERIALS OR FLUIDS; SEPARATION BY HIGH-VOLTAGE ELECTRIC FIELDS
    • B03B—SEPARATING SOLID MATERIALS USING LIQUIDS OR USING PNEUMATIC TABLES OR JIGS
    • B03B7/00—Combinations of wet processes or apparatus with other processes or apparatus, e.g. for dressing ores or garbage
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D33/00—Filters with filtering elements which move during the filtering operation
    • B01D33/333—Filters with filtering elements which move during the filtering operation with individual filtering elements moving along a closed path
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B03—SEPARATION OF SOLID MATERIALS USING LIQUIDS OR USING PNEUMATIC TABLES OR JIGS; MAGNETIC OR ELECTROSTATIC SEPARATION OF SOLID MATERIALS FROM SOLID MATERIALS OR FLUIDS; SEPARATION BY HIGH-VOLTAGE ELECTRIC FIELDS
    • B03B—SEPARATING SOLID MATERIALS USING LIQUIDS OR USING PNEUMATIC TABLES OR JIGS
    • B03B11/00—Feed or discharge devices integral with washing or wet-separating equipment
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B03—SEPARATION OF SOLID MATERIALS USING LIQUIDS OR USING PNEUMATIC TABLES OR JIGS; MAGNETIC OR ELECTROSTATIC SEPARATION OF SOLID MATERIALS FROM SOLID MATERIALS OR FLUIDS; SEPARATION BY HIGH-VOLTAGE ELECTRIC FIELDS
    • B03B—SEPARATING SOLID MATERIALS USING LIQUIDS OR USING PNEUMATIC TABLES OR JIGS
    • B03B4/00—Separating by pneumatic tables or by pneumatic jigs
    • B03B4/02—Separating by pneumatic tables or by pneumatic jigs using swinging or shaking tables
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B03—SEPARATION OF SOLID MATERIALS USING LIQUIDS OR USING PNEUMATIC TABLES OR JIGS; MAGNETIC OR ELECTROSTATIC SEPARATION OF SOLID MATERIALS FROM SOLID MATERIALS OR FLUIDS; SEPARATION BY HIGH-VOLTAGE ELECTRIC FIELDS
    • B03B—SEPARATING SOLID MATERIALS USING LIQUIDS OR USING PNEUMATIC TABLES OR JIGS
    • B03B4/00—Separating by pneumatic tables or by pneumatic jigs
    • B03B4/04—Separating by pneumatic tables or by pneumatic jigs using rotary tables or tables formed by travelling belts
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B03—SEPARATION OF SOLID MATERIALS USING LIQUIDS OR USING PNEUMATIC TABLES OR JIGS; MAGNETIC OR ELECTROSTATIC SEPARATION OF SOLID MATERIALS FROM SOLID MATERIALS OR FLUIDS; SEPARATION BY HIGH-VOLTAGE ELECTRIC FIELDS
    • B03B—SEPARATING SOLID MATERIALS USING LIQUIDS OR USING PNEUMATIC TABLES OR JIGS
    • B03B4/00—Separating by pneumatic tables or by pneumatic jigs
    • B03B4/06—Separating by pneumatic tables or by pneumatic jigs using fixed and inclined tables ; using stationary pneumatic tables, e.g. fluidised beds
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/40—Devices for separating or removing fatty or oily substances or similar floating material
    • 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
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B43/00—Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells
    • E21B43/01—Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells specially adapted for obtaining from underwater installations
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B03—SEPARATION OF SOLID MATERIALS USING LIQUIDS OR USING PNEUMATIC TABLES OR JIGS; MAGNETIC OR ELECTROSTATIC SEPARATION OF SOLID MATERIALS FROM SOLID MATERIALS OR FLUIDS; SEPARATION BY HIGH-VOLTAGE ELECTRIC FIELDS
    • B03B—SEPARATING SOLID MATERIALS USING LIQUIDS OR USING PNEUMATIC TABLES OR JIGS
    • B03B9/00—General arrangement of separating plant, e.g. flow sheets
    • B03B9/06—General arrangement of separating plant, e.g. flow sheets specially adapted for refuse
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B09—DISPOSAL OF SOLID WASTE; RECLAMATION OF CONTAMINATED SOIL
    • B09B—DISPOSAL OF SOLID WASTE NOT OTHERWISE PROVIDED FOR
    • B09B3/00—Destroying solid waste or transforming solid waste into something useful or harmless
    • B09B3/80—Destroying solid waste or transforming solid waste into something useful or harmless involving an extraction step
    • 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 patent refers to a system for separating materials, which has the function of separating, collecting and storing minerals in compartments, thus providing greater separation in a short time.
  • Feeding of solid material is done through the conventional conveyor belt or through pumping, where the material is already mixed with water.
  • the solid material that will be classified is placed inside a silo with a pyramidal shape, where water is injected under pressure, where the falling material is mixed, from that moment the selection process begins.
  • Transporting the material to the main belt starts with the belt in a flat shape on a horizontal table.
  • the belt at this stage is in the shape of a shell facing upwards. It has devices that allow to make changes in the cross section of the belt in its movement, being able to alternate its curvature of concave to flat and of flat to convex, according to the need to classify the material.
  • the separation of the material occurs on both sides of the run, have three compartments on each side, the material is classified according to its weight and fixed size, including tailings. Materials not classified in this process will be directed to a second or third classification stage until its totality. All belts have a speed adjustment device in the conveyor that allows the change of particle sizes at the belt side outlets.
  • the second power system will be for large and medium-sized rivers, this system consists of casings, baffle plates, spacer modules, flaps, cooling water tanks, sealing caps, suction chambers, rotors, which change in position proportional to the water inlet force with minimum friction, elastic couplings, low-speed electric generators, frequency converters, electric panels, water pumps, valve-drawer type sluices, central beams, rubber sheets, bearings hydraulic cylinders, transverse cylindrical base, piping for fish passage, flow controls, vibration level, rotation level, temperature, internal and external chambers, presence sensors, loudspeakers, sirens, computerized command room, own software for each installation, satellite controlled, room for transformer, and motor g auxiliary elevator, prefabricated modules, reinforced concrete, access stairs with handrail, walkway with body guard, these form in line in the transversal direction of the river a set of turbines.
  • the third energy system will be used in lakes with small streams, it will basically level the water volume between the stream and the lagoon, not allowing some stretches of stream to have less water than the others.
  • FIGURE 1 shows in side view the turbine of the first power system with the generator mounted externally. This turbine system can be called a flipper or goldenrough.
  • FIGURE 2 shows in side view the turbine of the first power system when the generator is mounted internally.
  • This turbine system can be called a flipper or goldenterrorism.
  • FIG. 3 is a top view of the turbine of the first power system. This turbine system can be called a flipper or goldensammlung.
  • FIGURE 4 shows in side view the turbine with the external generator.
  • This turbine system can be called a flipper or goldensammlung.
  • FIGURE 5 shows part of the structure with the lifting system in position.
  • This turbine system can be called a flipper or goldensammlung.
  • FIGURES 6 to 9 represent the hydraulic power generation system together with solar panels.
  • This turbine system can be called a flipper or golden4.000.
  • FIGS. 10 through 21 depict other basic forms for manufacturing the turbine propellers of the first power system, better known as flipper or golden4.000.
  • FIGURE 22 shows a tubular turbine whose blades have a separate rotation movement.
  • FIGURE 23 shows a row of blades having separate movement from the rotation of the turbine.
  • FIGURE 24 represents the final movement where the blade (s) takes (m) resistance towards the rotation of the turbine.
  • FIGURE 25 represents a generator that regulates power and uses the full permanent magnetic field on two sides.
  • FIGURE 26 shows a complete system for positioning the system automatically at the optimum position in the fluid changes.
  • FIGURE 27 shows an aligned assembly of the system for reaching the full width of the river, proportional to the liquid of the passing fluid.
  • FIGURE 28 shows the system mounted in bottom-up view. One can observe the space and positions of the items where the water passes to take advantage of the electric forces.
  • FIGURE 29 shows the system on the outlet side of the water where a natural suction was created.
  • FIGURE 30 represents a complete system where all the necessary results are obtained in the positions of the movement to be able to use the hydraulic forces in the maximum efficiency of the generator in the whole year. In respect to aquatic lives.
  • FIGURE 31 represents a platform with items necessary for the operation of the system. On this platform, the largest flood of water can not reach. And also shows the movement of the system in operation.
  • FIGURE 32 represents a platform with items necessary for the operation of the system. On this platform, the largest flood of water can not reach. And it also shows the movement of the system out of operation and out of reach of the river.
  • FIGURE 33 shows the complete system, one side of the turbine system in operation and the other side out of the water range.
  • FIGURE 34 shows a part of the system in the front, where the flap is in the rest position and the front of the turbines are closed.
  • FIGURE 35 shows a part of the system in the front, where the flap is in the rest position and the front doors of the turbines are open.
  • FIGURE 36 depicts the passages of aquatic life and all the fundamentals necessary to hold the entire mobile system in position.
  • FIGURE 37 represents the conical entry in the aquatic life passage system.
  • FIGURE 38 represents the conical entry in the system of passage of the aquatic life in the bottom of water in position so that the aquatic life can pass.
  • FIGURE 39 represents a part of the inner tubular system in a transparent way where it joins aquatic life to pass upstream.
  • FIGURE 40 represents the height difference created by the water system which makes hydraulic pressure proportional to the height.
  • FIGURE 41 represents the complete tube passing through the entire conical system where aquatic life enters.
  • FIGURE 42 depicts a portion of the transverse tube entering the cones where aquatic life flows upstream.
  • FIGURE 43 shows a union of the tubes where the upstream aquatic life passes.
  • FIGURE 44 represents the gallery system in a perpendicular direction so that aquatic life can pass upstream or downstream.
  • FIGURE 45 represents the end of the gallery that passes in a conical system that facilitates the entry of aquatic life downstream.
  • FIGURE 46 represents the position of the installation and the end of the gallery that passes through a conical system that facilitates the entry of aquatic life downstream.
  • FIGURE 47 represents the natural gravel that will be deposited naturally by the moving installation system that does not change the position of the gravel.
  • FIGURE 48 shows the side view system in position of the installation and beginning of the lifting of the water column in front of the system.
  • FIGURE 49 shows the side view system in position of the installation in which the flap has already been raised to form the final column at maximum pressure of the water forces.
  • FIGURE 50 shows the side view system in position of the installation, in which the door is already opening and the fluid picks up the first internal contact of the turbine.
  • FIG. 51 shows the side view system in position of the installation, in which the door is already open and the fluid takes full contact with a row of blades.
  • FIGURE 52 shows the side view system in position of the installation, therein showing the inlet and outlet of the fluid.
  • FIG. 53 shows the side view system in position of the installation in which it is showing the distance of the moving blades to be able to close at the front and open back at the same time in flexible movement proportional to the fluid entering.
  • FIGURE 54 shows the side view system in position of the installation, showing the lifting of the fluid in proportion to the speed of the water inlet and the turbine inlet.
  • FIGURE 55 shows the side view system in position of the installation. In it is showing a solid material that passes along with the fluid in the position of flexibility of the moving blades.
  • FIGURE 56 shows the side view system in position of the installation. In it is showing a bigger obstacle that accumulated in the flap and can not pass.
  • FIGURE 57 shows the side view system in position of the installation. It shows the reaction of the automated system to release the accumulated obstacle (s).
  • FIGURE 58 shows the side view system in position of the installation. It shows that after the obstacle comes out, the flap is returned instantly to the fluid supporting position.
  • FIGURE 59 represents a larger, heavy obstacle that slides over the gravel toward the door and can not pass through the turbine door.
  • FIGURE 60 shows the closing port proportional to the instantaneous, proportional system lift required.
  • the obstacle will have enough space to pass the bottom of the turbine.
  • FIGURE 61 represents an installation site not needing to change the natural heights of the water, just to do a nesting.
  • FIGURE 62 represents a place of installation not needing to change the natural heights of the water, only to do a nesting, for that nesting is used a nesting of fabricated items.
  • FIGURE 63 shows the assembly of the first fabricated items forming the foundation for the system.
  • FIGURE 64 represents the first items already covered with the natural gravel and the first horizontal item needed for the nesting of aquatic life.
  • FIGURE 65 shows vertical plates placed on the already closed plates in position for nesting of the pillars which will secure the assembly of the horizontal galleries.
  • FIGURE 66 represents a part of the gallery already placed and the item mounted in conical housing.
  • FIGURE 67 shows one side of the foundation and the fully assembled galleries.
  • FIGURE 68 depicts one side of the foundation and galleries fully assembled and enclosed with natural gravel.
  • FIGURE 69 represents the final bedding laid.
  • FIGURE 70 shows the conical plates engaged on the final bedding in position.
  • FIGURE 71 shows the abutments mounted on the vertical plates placed on the already closed plates.
  • FIGURE 72 depicts the control room. On this platform, the largest flood of water can not reach.
  • FIG. 73 shows the control room in front where the assembly of the last plates is shown. On this platform, the largest flood of water can not reach.
  • FIGURE 74 shows the pillar on one side in position.
  • FIGURE 75 shows the complete foundation system for mounting the mobile system.
  • FIGURE 76 shows a mobile system in which the turbines will be assembled.
  • FIGURE 77 shows a complete assembled system where the water passes. In it will be closed the river on the other side at the time of assembly.
  • FIGURE 78 represents the location already prepared for mounting the other part of the system.
  • FIGURE 79 shows the complete system mounted in the rest position.
  • FIGURE 80 shows one part of the system in the operating position, and another in the rest position.
  • FIGURE 81 shows the system in the lowest water operating position.
  • FIGURE 82 shows the system positioned on standby so that the water rises proportional to the height of the facility to pick up the larger hydraulic forces to achieve maximum power generation.
  • FIGURE 83 shows the rising water.
  • FIGURE 84 depicts the system raising the flaps to achieve final lifting of the water.
  • FIGURE 85 shows the system in operation and the control room out of reach of the water, in a safe position.
  • FIGURE 86 shows the machine in working position.
  • FIGURE 87 represents the volume of water increasing and the port rises proportionally and the flap is proportionally lowered so that excess water passes and the river level in front of the turbine is stable.
  • FIGURE 88 shows that in the flood the system rises to release the gravel, moving sand downstream and stabilizing the height upstream.
  • FIGURE 89 shows that the river leaves no more obstacles, the system is fully lifted and releases the natural forces in its path.
  • FIGURE 90 represents an obstacle that hits the flap, and the sensors send a signal to the system.
  • FIGURE 91 shows that the system has released the obstacle downstream.
  • FIGURE 92 shows that the flap instantly comes into contact with the flap.
  • FIGURE 93 depicts the same system installed in a larger width to be able to control all the fluid passing downstream.
  • FIGURE 94 represents the height of the river before and after installation, the machine in position and the inflatable tube closing the water passage in the bottom and therefore the water rises proportional to the installation of the turbine in position of generation of electric energy.
  • FIGURE 95 represents the height of the river before and after installation and an inflatable tube lowering and releasing excess proportional water that can not pass through the swinging turbine at the maximum height for greater yield of hydraulic forces.
  • FIGURE 96 represents the height of the river before and after the installation and the fish gallery where the two inflatable tubes are closed so that excess fluid does not accumulate gravel under the installation.
  • FIGURE 97 represents the height of the river before and after the installation and the gallery of fish rising above to achieve a greater force to release all solid material downstream.
  • FIGURE 98 represents the height of the river before and after installation and the inflatable tubes withered to release more water in the turbine operating position.
  • FIGURE 99 represents the height of the river before and after the installation, and the inflatable tubes are wilted and moved to a deeper position of the river.
  • FIGURE 100 The survey of the system along the river flood reached the working height and for that reason he lowered the flap to put the other excess water in front of the turbine to achieve a working position.
  • FIGURE 101 shows the machine in position and the inflatable tube closes the passage of water in the bottom and therefore the water rises proportional to the installation of the turbine in position of generation of electric energy.
  • FIGURE 102 depicts an inflatable tube lowering and releasing excess proportional water that can not pass through the swinging turbine at the maximum height for increased hydraulic forces.
  • FIGURE 103 shows that the fish gallery where the two inflatable tubes are to be assembled closed so that the excess fluid does not accumulate gravel under the installation.
  • FIGURE 104 depicts the fish gallery lifting up to achieve greater force to release any solid material downstream.
  • FIGURE 105 depicts the inflatable tubes withered to release more water in the turbine operating position.
  • FIGURE 106 shows the inflatable tubes are wilted and have moved to a deeper position of the river.
  • FIGURE 107 is a front view of the six turbine assembly.
  • FIGURE 108 shows a top view of the set of six turbines.
  • FIGURE 109 shows a cross-section of the turbine assembly, side fixed bearing and waterway piping.
  • FIGURE 110 shows a side view of the central fixed bearing and side spacer module with electric cable outlet.
  • FIGURE 111 shows a side view of the control room between the central fixed bearings and the central bearing of the turbine.
  • FIGURE 112 shows a turbine section with rotor and flat bladed flexible blades.
  • FIGURE 113 depicts a section of the turbine with rotor and flexible blades fixed in profile "U".
  • FIGURE 114 shows a view of the flat flexible fixed spade in flat rubber.
  • FIGURE 115 shows a view of the flexible blade fixed in profile "U".
  • FIGURE 116 shows a section of turbine spacer module with mounted low-speed electric generator.
  • FIGURE 117 shows an enlarged view of the assembly of the spacing modules, housing, turbine rotor.
  • FIGURE 118 is a side view of the low speed electric generator.
  • FIGURE 119 shows an enlarged detail of the assembly of the polar magnetic plates, the permanent magnets and the silicon steel blade sectors with key of the low-speed electric generator.
  • FIGURE 120 shows a front view of the low speed generator with the assembly of its components.
  • FIGURE 121 shows an enlarged detail of the assembly of the silicon steel blade sectors.
  • FIGURE 122 shows the same system as figure (1), but the blades are unique.
  • FIGURE 123 shows the same system as figure (2), but the blades are unique.
  • FIGURE 124 shows the same system as figure (3), but the blades are unique.
  • 125 is a front view of the dual-stator electric generator.
  • FIGURE 126 shows an enlarged detail by assembling the support structure with the magnetic blades and the rotor with the interposed permanent magnets.
  • FIGURE 127 is a cross-sectional view of the dual-stator electric generator.
  • FIGURE 128 represents the dual-stator electric generator, which rotates counter to the rotor.
  • FIGURE 129 shows the dual-stator electric generator running counter to the rotor.
  • FIGURE 130 depicts an application for rivers where flooding occurs for months.
  • FIGURE 131 shows that one door can be left closed and the other one open, and that the doors move automatically.
  • FIGURE 132 represents a common natural site for the deployment of the hydraulic turbine system, without the need to change anything.
  • FIGURE 133 represents a possible location for the power system installation.
  • FIGURE 134 represents the preparation of the installation site.
  • FIGURE 135 depicts a turbine with flexible blades mounted in separate rows.
  • FIGURE 136 shows a flexible blade mounted in separate rows.
  • FIGURE 137 shows the same blade but in another position.
  • FIGURE 138 shows a turbine with flexible blades mounted in a single row.
  • FIGURE 139 depicts a flexible blade mounted in a single row.
  • FIGURE 140 shows the same blade in another position.
  • FIGURE 141 represents the bottom of the system.
  • FIGURE 142 shows a running turbine.
  • FIGURE 143 shows the entry of the fish passage.
  • FIGURE 144 shows the passage of fish from the inside.
  • FIGURE 145 represents the passage of fish.
  • FIGURE 146 shows the conical structure of the fish passage.
  • FIGURE 147 shows the dual-stator electric generator.
  • FIGURE 149 is a cross-sectional view of the generator.
  • FIGURE 150 depicts the dual-stator electric generator rotating clockwise.
  • FIGURE 151 shows the dual-stator electric generator rotating counterclockwise.
  • FIGURE 152 represents a pond and two streams.
  • FIGURE 153 shows the top view system.
  • FIGURE 154 shows the door opening side view.
  • FIGURE 155 shows a front view of the door.
  • FIGURE 156 shows the side view closed door.
  • FIGURE 157 shows the side view system.
  • FIGURE 158 shows the fastening applications.
  • FIGURE 159 depicts the side view gravitational sieve.
  • FIGURE 160 depicts the gravitational sieve of frontal view.
  • FIGURE 161 represents the basic items for balancing the gravitational permanent torque system.
  • FIGURE 162 depicts Figure 1 mounted in circulating equilibrium.
  • FIGURE 163 shows the rotational circulation without clockwise torque.
  • FIGURE 164 depicts rotational circulation without torque counterclockwise.
  • FIGURE 165 depicts a gravitational system mounted in the resting position.
  • FIGURE 166 represents the gravitational permanent torque system to drive three equipments with three masses properly positioned and in equilibrium.
  • FIGURE 167 represents the circular motion of the entire gravitational permanent torque system, with three masses properly positioned and balanced, without the application of the opposite force.
  • FIGURE 168 represents the circular synchronous displacements of the three equilibrium masses corresponding to the loads applied thereon and the indication of the direction of rotation of the cylindrical structure of the gravitational permanent torque system.
  • FIGURE 169 represents the maximum circular synchronized displacements where the three equilibrium masses achieve higher efficiency of the gravitational permanent torque system and the transposition of the vertical center line of the cylindrical structure with the rotational movement.
  • FIGURE 170 shows that the counter force acting on each equilibrium mass has an intensity greater than the gravitational force acting, thus transposing the center of gravity of each equilibrium mass onto the corresponding vertical center line
  • FIGURE 171 represents the application of two gravitational permanent torque systems with three equilibrium masses without motion.
  • FIGURE 172 represents the opposite rotation between two permanent gravitational torque systems with three equilibrium masses, each properly positioned in equilibrium, without the application of the opposing force.
  • FIGURE 173 represents the circular synchronous displacements of six equilibrium masses used in two gravitational permanent torque systems, when aligned and with opposite rotation directions triggering a single equipment.
  • FIGURE 174 depicts the circular synchronous displacements of the equilibrium masses and the transposition of the vertical center lines of the structures with the rotational meanings of the gravitational permanent torque systems.
  • FIGURE 175 represents the maximum synchronized displacements that the equilibrium masses can attain, where the highest efficiency of the gravitational permanent torque systems occurs when aligned, with opposite rotation senses triggering a single equipment.
  • FIGURE 176 represents the synchronized circular displacements of the equilibrium masses where the acting counter force has intensity greater than the gravitational force acting, thus transposing the center of gravity of equilibrium mass on the corresponding vertical center line, when aligned and with counter rotating drives by actuating a single piece of equipment.
  • FIGURE 177 represents two systems of permanent gravitational torque, with three equilibrium masses one properly positioned and in equilibrium.
  • FIGURE 178 represents the opposite rotation between two permanent gravitational torque systems, with three masses each, properly positioned in equilibrium, without the application of the opposite force.
  • FIGURE 179 represents the circular synchronous displacements of six equilibrium masses used in two systems of gravitational permanent torque when aligned and with opposite rotation directions triggering a single equipment.
  • FIGURE 180 represents the maximum synchronized displacements and the highest efficiency position that the equilibrium masses used in two gravitational permanent torque systems can achieve when aligned and with opposite rotation directions by actuating a single equipment.
  • FIGURE 181 shows that the counter force acting on the equilibrium masses has an intensity greater than the gravitational force acting, thus transposing the center of gravity of each equilibrium mass onto the corresponding vertical center line.
  • FIGURE 182 represents the gravitational permanent torque system to drive three devices with three fixed masses on the torque axes through bearings with properly positioned and balanced bearings.
  • FIGURE 183 represents the circular motion of the entire gravitational permanent torque system, with three masses properly positioned in equilibrium, without the application of the opposite force.
  • FIGURE 184 represents the synchronized circular displacements of the three equilibrium masses corresponding to the loads applied thereon, the indication of the direction of rotation of the cylindrical structure of the gravitational permanent torque system and the fixation of the fixed masses in the axes of torque on bearings with bearings, properly positioned and in balance.
  • FIGURE 185 represents the maximum synchronized displacements that the equilibrium masses can reach corresponding to the applied loads and the mass circulation where the highest efficiency of the gravitational permanent torque system occurs.
  • FIGURE 186 shows that the counter force acting on each equilibrium mass has an intensity greater than the gravitational force acting, thus transposing the center of gravity of each equilibrium mass onto the corresponding vertical center line.
  • FIGURE 187 represents the installation of electric generators in the gravitational permanent torque system where, along with the equilibrium masses and the torque axes without rotational movement, the rotors of the electric generators and the stators are mounted on the carcasses in perfect equilibrium.
  • FIGURE 188 represents the circular motion of the entire gravitational permanent torque system, with three masses properly positioned in equilibrium, without the application of the opposite force.
  • FIGURE 189 shows the circular synchronous displacements of the three equilibrium masses together with the rotors of the electric generators and the stators with the direction of rotation of the cylindrical structure and circulation of the equilibrium masses in the gravitational permanent torque system.
  • FIGURE 190 represents the maximum synchronized displacements that the equilibrium masses along with the rotors of the electric generators in relation 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 depicts an application of liquid gravitational weight at rest.
  • FIGURE 192 depicts an application of the liquid gravitational weight moving clockwise, in permanent weight with position proportional to the rotation of the liquid.
  • FIGURE 193 shows an application of the liquid gravitational weight moving counterclockwise in permanent weight with position proportional to the rotation of the liquid.
  • FIGURE 194 represents a mass with the gravitational force acting in the vertical position at rest in the gravitational permanent torque system.
  • FIGURE 195 depicts a mass and its center of gravity displaced 90 degrees clockwise relative to the starting position.
  • FIGURE 196 depicts a mass and its center of gravity displaced at an angle greater than 180 degrees clockwise relative to the starting position.
  • FIGURE 197 depicts a mass and its center of gravity, displaced 90 degrees counterclockwise from the starting position.
  • FIGURE 198 depicts a mass and its center of gravity displaced at an angle greater than 180 degrees counterclockwise from the starting position.
  • FIGURES 199 to 206 represent the tidal energy system, which will act with the gravitational permanent torque system.
  • FIGURE 231 represents the beginning of separation in top view.
  • FIGURE 232 shows the side cut of the table.
  • FIGURE 233 depicts the separation structure.
  • FIGURE 234 shows the performance of the cleaning system.
  • FIGURE 235 shows the support roller.
  • FIGURE 236 shows the force roll
  • FIGURE 237 represents the basis of the roller stretching system.
  • FIGURE 238 depicts the cylinder of the gravitational sieve system in side view.
  • FIGURE 239 represents another part of the same cylinder.
  • FIGURE 241 represents the system that provides clean water.
  • FIGURE 242 shows the channels.
  • FIGURE 243 shows the belt cleaning system.
  • FIGURE 244 depicts the separation cone.
  • FIGURE 245 depicts the separation system in side view.
  • FIGURE 246 depicts the system in side view and rotation of the belt carrying the dry material.
  • FIGURE 247 represents the transport of the material to the highest point and its drop.
  • FIGURE 248 depicts the system in another application for more complex materials.
  • FIGURE 249 shows the same figure 240, but at another angle.
  • FIGURE 250 shows a top view of an application where the movement is not on belts but on a circular area.
  • FIGURE 251 represents the same application as in the previous figure, but in side view.
  • FIGURE 252 shows the separator in side view, with three different depths relative to the water.
  • FIG. 253 shows front view of the material entering the table and the belt.
  • FIG. 254 shows in top view the separator.
  • FIG. 255 shows in top view the separator.
  • FIGURE 256 represents an application for separation by means of magnetism.
  • FIG. 257 more clearly depicts an application for magnetism separation.
  • FIGURE 258 shows in side view the separator.
  • FIG. 259 shows in side view the separator mounted on a floating platform.
  • FIG. 260 shows in top view how the separator tube system operates.
  • FIG. 261 shows a top view of the suction system.
  • FIG. 262 shows, in top view, the pulley system with steel ropes.
  • FIGURE 263 shows two separators with three parallel belts.
  • FIG. 264 shows in top view the suction system.
  • FIGURE 265 shows two separators with three parallel belts.
  • FIG. 266 shows in rear view two separators, which in this case work at the bottom of the water.
  • FIGURE 267 shows top view of the mineral separation system at sea.
  • FIGURE 268 shows the function of the cables to be drawn by hydraulic cranes in the separator.
  • FIGS. 269 to 271 show in top view the horizontal system.
  • FIGURE 272 shows in side view the separation platform.
  • FIGURE 273 shows in side view how the power system will connect to the separation platform.
  • FIGURE 274 depicts the separator on the seabed.
  • FIGURE 275 shows in side view the ocean plastic removal system.
  • FIG. 276 shows in front view the ocean plastic removal system.
  • FIG. 277 shows in top view the system for removing the plastic from the ocean in connection with the power system.
  • FIGURE 278 shows in side view the oil separation system of the ocean.
  • FIG. 279 shows a top view of the oil removal system.
  • FIGURE 280 shows in side view the hydraulic turbine.
  • FIGURE 281 shows in side view a stretched flexible blade.
  • FIGS. 282 to 286 show in side view the movement of the flexible blades of the hydraulic turbines in relation to the water.
  • FIGURE 287 shows in side view the tubing that carries water to the hydraulic turbines.
  • FIGURE 288 shows in simplified side view the water inlet in the hydraulic turbine system.
  • FIGURE 289 represents the shape of the end of the hydraulic turbine door.
  • FIGS. 290 to 292 show in side view some elements for the installation site of the hydraulic turbines.
  • FIGURE 293 shows the side view of the barrier.
  • FIGURE 294 represents the barrier at different heights of water.
  • FIGURE 295 shows in side view the flexible blade.
  • FIGURE 296 shows in side view the sieve removal system from the sieve.
  • FIGS. 297 and 298 show in top view the gravitational sieve.
  • FIGURES 299 to 301 show in side view the assemblies which work together with the gravitational sieve.
  • FIG. 302 shows in top view the area of the rotary screen.
  • FIGURES 303 and 304 depict in side view a type of turbine that can be installed within a pipe.
  • FIG. 305 shows the flange in a top cross-sectional view.
  • FIGURE 306 depicts the rings, the areas of the magnets, and other elements.
  • FIGURES 307 to 309 represent the sleeve bushings which may be used in all necessary locations of the system.
  • FIGURE 310 shows how the closed gravitational system works.
  • FIG. 311 shows in top view 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 sieves since turbines of other models will be used.
  • FIGURES 314 to 316 represent a separation platform.
  • FIG. 317 shows 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 show in side view the system of signal buoys, or power generators.
  • FIGURE 320 represents a system similar to that of the previous figure, but which adapts to rivers.
  • FIGURES 322 and 323 represent an elevator for aquatic life, which works on gravitational forces.
  • FIGURE 324 shows in side view a system of hydraulic turbines with flexible blades that can be mounted within a pipe.
  • the blades are tubular.
  • FIGURE 325 shows in side view the structure so that the system does not become bamboo.
  • FIGURE 326 shows that the water level is proportional to the float height.
  • FIGURE 327 shows in side view the rotating grid.
  • FIGS. 328 and 329 show in side view a turbine with flexible blades of different types.
  • FIGURE 330 shows in side view the vertical tubes, on which turbines of different models can be mounted.
  • FIGURE 331 represents another application for the tidal power generation system.
  • FIGURES 332 to 337 show how the turbines may be mounted within tubes and how they will operate.
  • FIGURE 338 depicts different models of flexible blades.
  • FIGURE 339 shows the conical entry of the tubular system.
  • FIGURES 340 to 342 side view applications for replacing the vibratory system in the separators.
  • FIGURES 343 and 344 represent the special solar panel.
  • the turbine is fixed in tubular material 11a, it will have a movement system 7a. There will be a cavity 9a, where the steel cables will be fixed, and the structure 14a is responsible for securing the steel cables, and can lift the turbines when needed. [15]
  • the generator and the multiplier are mounted at the upper point of the tubular material 11a, in which case the tubular material transmits the force to the generator at the same rotation of the turbine.
  • FIG 3 it is possible to observe in a top view the turbines 19a, the tubular material 7a, responsible for raising or lowering the turbines safely.
  • a floating system (18a) which functions as buoys, there will be a fastening (17a).
  • the turbine with the external generator can be seen in side view, the movement system of the tubular material 7a, in case the generator is externally mounted, the structure 24a will rotate , transmitting the same rotation of the turbine in force for the generator.
  • the apparatus 23a has the function of preventing obstacles such as leaves, branches from accumulating. When the obstacle touches these spheres it will slide, because they spin. Part of the structure mounted on the floating system (25a).
  • FIG. 9 there can be seen in rear view, solar panels 37a, water level 34a, turbines 13a, anchors system 38a.
  • the solar panels At the highest point (39a) of the structure, the solar panels will be assembled, because of the sufficient height to raise the turbines out of the water, and if necessary to pass with a boat, a work platform or transport underneath. All forms created by nature will have a complete fit with the applications of turbines, that is, we will use our system in a way that does not attack nature.
  • a propeller is formed by a circle (k), formed by any material.
  • This circle (k) will be cut in half (v), to become a half circle. After this in half of its diameter will make a cut of a small half circle (a), that when placed in the other ray will be as in the figure (13).
  • This model has the characteristic of being very light and of not accumulating obstacles.
  • the shape will be that the first inlet of the water jet at the one-millimeter side of the side is turned towards the wall, so the rotation will be similar to the velocity of the side water and so the water will not pass in front of the rotor speed and not there will be losses in the sides.
  • the reasons for the end (80) of all blades being flexible is that if a small or medium obstacle comes in, the flexibility of the blades will serve as a small damper, and a wear area, in combination with a system automatically tightens each blade in rotation at a maximum distance of one millimeter towards the table to take advantage of almost all the fluid in rotating forces. In wear over time, the system automatically guarantees the same distance in all operating time, proportional to the application of full use, or dry time.
  • a cylinder (83) where the turbine shaft will be mounted, which works in a closed area with a pressure regulated by the system, so that the water can not reach the internal region of the turbine, it stabilizes in the end position of the blades where it takes full force of the fluid pressure in the rotating position. This is important because the bearing is much smaller than the pipe increases the safety of the water distance and work out of water, so we get the bearing out of the water.
  • the small tubes 81 will be mounted to the cylinder 83 where the turbine shaft will be mounted to serve as a base for the blade assembly. In a stable and flexible way.
  • a flexible strap-like portion 82 will be mounted on the small tubes 81, and on the other side will be mounted on the top of each spade where it is not flexible.
  • the screws (84) are for fixing.
  • each blade 80 it will be fully flexible in the top or bottom position only in the final position 82, it will combine the rotation of the cylinder 83) where the turbine shaft will be mounted, the flexibility of the blades is important before it reaches the final position, where it will pick up the full force of the rotating fluid, it will move at the same speed as the fluid inlet in the system, and thus it will not have counter rotating friction and will not rotate the jet into the inlet position, so it will not cause fluid turbulence.
  • the figure (51) shows this.
  • the slope (233) between the bottom of the river and flat area (231) created by the obstacle reaches proportional to the slope and obstacle at a point, where it again enters the natural slope of the river (151).
  • 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 the result of the volume of water entering the river along with the movement by the pressure where it enters, the movement naturally ends proportionally the items in a slight inclination where the masses of water pass downstream in front of the turbine.
  • the hydraulic turbine system for shallow rivers has a large-scale production capacity of 1,000kW / h available in perfect fit, the medium river system has a large-scale 4,000kW / h available in perfect fit, and the river system depth capacity of 20,000kW / h on a large scale in perfect docking.
  • the system raises or lowers together, so the open place is every time away from the water. It is hunched over from the top so that rainwater does not enter. This way we will get a temperature in the regulated system, so that the condensed water does not accumulate in the system.
  • the elastic coupling (4) will be mounted on the shafts and fixed to the frame.
  • 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 shock absorber (99) engages the distance of the flexible blades on the table automatically over the time spent at a minimum distance without any leaks anywhere and in the area where it will be mounted.
  • the flexible area 105 for completing the internal compressed air in the air system is unable to exit the automatic adjustment range.
  • FIG. 28 With reference to figure (29) one may observe the same system as figure (28), but with a rear view from the bottom.
  • the inlet of the spacer 102 has been explained in figure 28.
  • the generator input 103 is waterproof, such as the inlet of the spacer 102.
  • the housing of the assembly 104 above it will be fully closed, the spacers also. Only the location where the turbines will be installed will be opened.
  • the movable structure 106 secures the air pressure placed automatically required depending on the height of the water naturally growing behind the system in the time of the flood, so as not to flood the turbine and the outlet suck out of the forces downstream.
  • the flexible area 105 for completing the internal compressed air in the air system is unable to exit the automatic adjustment range.
  • the mobile system 106 of Figures 22 to 29 may be seen, but here we are showing a set of six turbines and two generators, mounted in line.
  • the manufactured pillar 111 holds the mobile system 106 in place.
  • the entry of aquatic life is initiated into a conical fabricated structure 107, at the end thereof, is the entrance into the walkway system.
  • control room (110) With reference to figure (31) one can observe the control room (110), its position is shown in figure (30). It will assemble the entire system needed for automatic operation of hardware and software, controlled at long distance. It will be mounted on boards made in a height that the water of the maximum flood can not reach.
  • the manufactured pillar 111 holds the mobile system 106 in place.
  • the platform (112) is where the transformer, etc.
  • the system 114 has the lifting or lowering function of the mobile system 106, some of it will be secured to the posts 111, and another portion thereof will be mounted to the movable frame 106.
  • Material 115 which transfers the information to the control house, produced energy from the generator and any necessary collection passing in the mobile system where the piping system 93 will be mounted is in the operating position.
  • the material 115 which transfers the information to the control house, produced energy from the generator and any necessary collection passing in the mobile system where the piping system 93 will be mounted is out of the generation position because of a full out of the ordinary, in common floods it still works, in which case the generator (116) enters, when the system is out of power and the network is connected to other systems also has no available electric power, this generator automatically turns on and place the power required for the system to lower and return to work, or otherwise lifting the system if it is in trouble and will place the information to the technicians the problem type and location, to facilitate the service.
  • the spacer 94 can be seen, where the elastic coupling 4 is mounted therein, where the bearings, shafts and a part of the sensor system are mounted therein.
  • the door 98 is fully open and has forty percent of the height of the blades for two reasons: larger dirt can not enter the blade system without lifting, which increases the area proportional to the obstacle you want to pass. In another case, flexible blades provide a free path for such obstacles, being sixty percent higher. The second reason, with equal importance for correct operation, the water velocity can not be altered or braked before it reaches the fixed bearing position, explained in Figures 23, 24, and 123, 124).
  • FIG 36 it can be seen in a position upstream below, and the iron tables 117 will be mounted on the transverse gallery of fish 120, where each one perfectly fits a rotor of one turbine of the figure (22), or of the figure (122). Every system will be fixed mounted embedded in the natural materials in the river.
  • the aquatic life passage system 108, the entrance to aquatic life is in a conical fabric structure 107, at the end thereof, is the entrance into the walkway system.
  • the manufactured pillar 111 holds the mobile system 106 in place.
  • the plate 118 serves to secure the transverse gallery 120 and all pillars, rafters and other plates in collection so as not to cause erosion and water to pass in a smooth position in the system, proportional to the open doors.
  • the fabric plate 119 which forms the first foundation where all the concrete items will be fitted, after all assembled, will form a multi-functional single piece, as explained ahead.
  • the manufactured pillar (111) holds the system in position.
  • the entrance to aquatic life is in a conical fabricated structure (107), at the end of it, is the entrance into the passage system.
  • the plate 118 for securing the transverse gallery 120 and all abutments, rafters and other plates in collection so as not to cause erosion and water to pass in a flat position in the system proportional to the open doors.
  • the fabric plate 119 which forms the first foundation where all the concrete items will be fitted, after all assembled, will form a multi-functional single piece, as explained ahead.
  • the fabric plates 122 will be placed in that position so that the aquatic life has a location where the water depth is greater, thus the aquatic life, is concentrated in the place and will be called by the water that will leave the turbines placed in position on the iron tables 117 upstream, and by the conical system 107 placed on the plates, aquatic life instantaneously manages to find the way to the entrance of the transverse gallery 120 and into the inlets 121.
  • the iron tables 117 will be mounted on the transverse fish gallery, where each one of the turbine rotors of the figure 22 or figure 122 will fit perfectly.
  • the inlets (121) have been constructed in one size so that the largest aquatic life that appears in the river of the facility is able to pass easily, the second reason is that obstacles like gravel do not diminish the entrances.
  • Each conical fabric structure 107 has the same type of inlet.
  • the inlet will be at a depth equal to the fabric plate (122), but will grow conical, opening toward the gallery (120).
  • the plates 123 solve problems so as not to clog the inlets 121.
  • the inlet of the aquatic life 124 is in a conical fabricated structure 107, at the end of each, is the entrance in the passage system.
  • the inlets (121) have been constructed in one size so that the largest aquatic life that appears in the river of the facility is able to pass easily, the second reason is that obstacles like gravel do not diminish the entrances.
  • the inlet will be at a depth equal to the fabric plate (122), but will grow conically, opening toward the transverse gallery.
  • Aquatic life over time of evolution, has changed in various forms of life, and formed an instinct to be able to live in all conditions of natural changes. Our passages must respect all the facts, so that the aquatic life can pass instantly in our facilities, or to move freely, and that is an environment that they like to pass. In this thought, we created the hydraulic turbine system.
  • the entrance to aquatic life is in a conical fabricated structure (107), at the end of it, is the entrance into the passage system.
  • the inlets 121 were constructed in one size so that the greater aquatic life that appears in the river of the facility can pass easily, the second reason is for the obstacles like gravel, 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 is not necessary to be changed after installation, and the height of the gully 128 is also unchanged.
  • the height of the water 126 is changed after passage through the natural rapid 132 or man made barrier.
  • the end of the cross tube 120 may be seen, the aquatic life 124 is called by another stream passing through the gallery 108.
  • Gravel (125) is important for the various types of small aquatic life, so that they can reach a natural area, with the same gravel of the river bottom at the place of the installation placed, they obtain a passage similar to natural of the river.
  • the location of the system implantation may vary according to the height of the gully when the difference in height of the water between the top and bottom of the installation is higher that the distance between the cone (109) and the location of the installation (130), the gallery will be mounted longer, because the gallery has a fixed inclination, and it will be calculated to achieve a greater height, otherwise shorter.
  • FIG 48 it can be seen the type of turbine 141 which is applied in Figures 22 to 24 or may also be applied from 101 to 103.
  • the blades 142 may be of the turbine type of Figures 22 to 24 or 122 to 124.
  • the position of the figure (34) is the same as that of the figure (48).
  • the flap 96 will be mounted on top of the mobile system 106, it may pass over the entire mobile system structure, or depending on the model only in the lower areas. Its function is to regulate the height of the water in changes of use, and in the floods also loose accumulated obstacles of all sizes, the flap (96) works automatically.
  • the perfect fit is achieved by the damper (99), which fits the distance of the flexible blades onto the iron tables (117) automatically over the time of the spent in one distance without any leaks anywhere and in the area where it will be mounted.
  • the flexible area 105 for completing the internal compressed air in the air system is unable to exit the automatic adjustment range.
  • the plate 118 serves to secure the transverse gallery 120 and all pillars, foundations and other plates in collection so as not to cause erosion and water to pass in a flat position in the system, proportional to the open ports.
  • the water is beginning to accumulate, and the height of the water (127) grows in proportion to the water passing downstream. A below, reaches the height (126) proportional to the height of the installation in the bed of the natural river.
  • the iron table 143 will be mounted forwardly in the curved area of the transverse gallery 120 to facilitate the exit of the water in natural suction after having passed in the system in the position of the table and in the operation of the spade already explained above.
  • a flexible belt (145) mounted to the flap (96) On top of a flexible belt (145) mounted to the flap (96), it allows no water to flow from below it, only on top, the flap (96) in the working position is lowered by at least one millimeter so that all obstacles light as leaves, floating in the river, automatically pass without accumulating downstream.
  • the third function is that the larger aquatic life, which leaps out of the water, and can reach the direct downstream height, sliding on the flexible belt (145) without being injured.
  • the mobile system 106 is the assembly of all material that is assembled together that is raised or lowered, system 114 has the lifting or lowering function of the mobile system 106, a portion thereof will be attached to the pillars 111 ), and another part thereof will be mounted to the movable structure (106).
  • the mobile system 106 is the assembly of all material that is assembled together that is raised or lowered, system 114 has the lifting or lowering function of the mobile system 106, a portion thereof will be attached to the pillars 111 ), and another part thereof will be mounted to the movable structure (106).
  • the lifting system which may be hydraulic, is fixed on one side below the flap (96) and on the other side on the movable cylinder. So he can perform a lifting, lowering, or put in position.
  • a flexible seal 148 On top of the mobile system, at the beginning next to the attachment of the movable structure, a flexible seal 148 will be attached thereon, so that it is not possible to pass water, regardless of the position of the flap.
  • the mobile system 106 is the assembly of all material that is assembled together that is raised or lowered, system 114 has the lifting or lowering function of the mobile system 106, a portion thereof will be attached to the pillars 111 ), and another part thereof will be mounted to the movable structure (106).
  • the lifting system which may be hydraulic, is fixed on one side below the flap (96) and on the other side on the movable cylinder. So he can perform a lifting, lowering, or position.
  • a flexible seal 148 On top of the mobile system, at the beginning next to the attachment of the movable structure, a flexible seal 148 will be attached thereon, so that it is not possible to pass water, regardless of the position of the flap.
  • each blade 152 At the end of each blade 152, it will be fully flexible, in top or bottom position, 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 it reaches the final position where it will pick up the full force of the rotating fluid, it will move at the same speed as the fluid inlet in the system, so it will not have counter-rotating friction and will not turn the jet into position of the inlet, so it will not cause fluid turbulence.
  • the jet of water makes force forward proportional to the speed in relation to the height differences (127) and (126).
  • the mobile system 106 already has a higher atmospheric pressure so that the water in the system, regardless of the height of the water outlet 126, therein will be stable. The internal pressure will be proportionally required to achieve this result.
  • the outlet of the blades 150 after it overcomes the table will open the way of the downstream fluid 154 and by gravitation and controlled atmospheric pressure the fluid will lower and spread downstream in suction.
  • the fluid 154 does not lift off the blade 155, as it floats and exits in a position without lifting the water 154.
  • the height of the bearing in the spacer (158), which will be at a certain distance between the turbine and will be sealed to prevent water from entering, will be mounted above the water level which will help in a long life of the bearing system, of the water, in this system, the distance is less than in applications in deep waters of the hydraulic turbine system, in which distance will be greater. Because the cylinder when the cylinder is larger, the distance grows proportional. In traditional systems many bearings are underwater and take pressure proportional to the water height above the bearings.
  • a flexible belt 145 mounted on the flap 96 it allows no water 147 to pass through the flap 96 only below it. ), in working position, lower at least one millimeter, so that all the light obstacles like leaves, floating in the river, automatically pass without accumulating downstream.
  • the third function is that the larger aquatic life, which leaps out of the water (147), and is able to reach the downstream direct height, sliding on the flexible belt (145) without being injured. But here, a major obstacle that floats on the river (165), and crashed into the installation site, then the sensors picked up an out-of-normal sound, the software and hardware register several points in a way that could register the obstacle. ), and the system kicks in. Instantly the flap 96 begins to lower.
  • trunk 169 passed through door 98, which when fully open has forty per cent of the height of blade 152. A part of the trunk (169) loosened. The blade 152 can not close and slide over the trunk proportional to the movement of the rotor without being forced and the fragment of the trunk 169 which has been released has sufficient space to pass in the system towards the blade 150. Note: when there is a trunk (169) the sensors pick up which port (98) it collided with, and instantly, only the door (98) with which the trunk (169) collided closes, the others remain open. So the power generation continues.
  • the position (130) of the system installation which will be mounted in transverse line with respect to the river.
  • 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 in the dry time
  • the upper line shows the maximum height of the water in the time of the masses of the water passing in regulation of the flap.
  • This system fits in the manner explained, where the difference in water height 127 and 126 fits from one and a half to three meters. You can see the direction of the water (193). From Fig. 62 to 132 will be explained the system that fits from three meters to five meters of difference of the height of the water 127 and 126.
  • transverse fabrication part has two functions: to hold the transverse groove (120), and because the assembly is transverse, its second function is that there is no gravel leakage after installation (126).
  • the manufactured piece 176 has engaged the main bed 172 and the fabric piece 175 has engaged the main bed 173, these pieces 175 and 176 will hold the transverse gallery 120 in engagement. And the transverse gallery 120 will also secure these pieces in engagement.
  • the flap will lower if the water level does not rise.
  • the natural raptor (132) is capped by water.
  • the flap 96 is raised as in figure 84.
  • the stairs (194) pass in all the places of the installation, to be able to arrive at the different levels of the catwalks.
  • the cables 187 serve to secure the structure in position.
  • flap 96 has been lowered proportional to obstacle size 165 and in the water tank, there now emerges a larger layer where the obstacle can float downstream , the height of the water 127 will reduce only sufficiently so that the obstacle 165 can pass downstream 126.
  • Another advantage of the system is that nothing accumulates or changes the natural environment, our system acts in balance with nature.
  • the mobile system 106 will be the same in regard to operation and movement, so it will be mounted to reach the full width of the deeper river without the application of locks.
  • the installation is mounted next to a sluice, it will decrease in proportion to the size of the sluice. This system is installed in rivers that generate at least ten thousand kW per hour.
  • the height of the mobile dam system when the height of the ravine is seven meters high, then the height of the mobile dam system will be at least two meters. And it will generate ten thousand kW per hour. For example, if the river does not have the minimum width and volume required to generate ten thousand kW per hour, then we apply the system to medium rivers, from figures (22) to (92).
  • the hardware and software systems which will be mounted on all moving items, including the mobile system, for us to achieve controlled and ideal movement for electric power generation.
  • the software and hardware will be controlled over long distances, they will be able to pick up the sounds of obstacles coming in close to the mobile system in all safety control at work over time of water changes, water stabilization time, twenty four hours.
  • the software and hardware will be programmed to work as a robot, and its programming will depend on the location and type of installation, in different climatic zones, to achieve a complete automation in maximum safety and generation.
  • the height of the water without the installation (236), the height of the water with the installation (130).
  • the inflatable tube 220 will be mounted on a movable frame that will be mounted in a shape around a movable gallery where the aquatic life can pass and traverse in 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 also has a split in its middle 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 220 with 228, the second shape is only down 228, depending on the characteristics of the location of the installation.
  • the table will be mounted on top of the movable transverse fish gallery (223).
  • the function of the inflatable tubes is to close the entire area below the mobile system (106) and the bottom seal will be on the plate 227, and thus achieve a lifting of the fluids, proportional to the area closed by them. Every place where the river is deep and the high ravine fits perfectly with this system.
  • the system achieves by lifting fluids, in a location that was previously flat, or slightly inclined, a hydraulic force proportional to the lift and how much fluid passes per second in the mobile system 106, as explained.
  • the manufactured pillar 111 holds the mobile system 106 in place.
  • the system 114 has the lifting or lowering function of the mobile system 106, a portion thereof will be secured to the posts 111, and another portion thereof 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 entire mobile system structure, or depending on the model only in the lower areas.
  • Such lifting system 114 may have a piston, which can 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 loose accumulated obstacles of all sizes, the flap 96 operates automatically.
  • the direction of the water (226) is towards the mobile system (106).
  • the table 117 may be mounted on the inflatable tube 221, or on the movable transverse gallery 222. The position of the inflatable tubes can be changed according to need, such as when a big obstacle comes.
  • the attachment 219 which has the function of securing and closing the inflatable tube 220, will be mounted around the movable transverse gallery 222.
  • the table 117 When only the lower inflatable tube 228 is mounted, the table 117, and the rubber sealing, will be engaged over the transverse gallery 222.
  • the rubber will perform the same type of seal described above.
  • 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 inflatable tube 221, or onto the transverse fish gallery 222 depending on the assembly.
  • the foundation 119 has the function of positioning the abutment 111 to hold all systems in position.
  • the plate 227 has the function that when the flexible tube 228 is lowered, it is pressed and thus there will be a seal between the plate 227 and the flexible tube 228, whereby all of the water will pass in the mobile system 106, the direction of the water 226 shows the moving water controlled by the system.
  • the door 98 is open at least because water is lacking and the door is opened as necessary to bring about a balance between the water level 127 and the open flap 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 seals the seal 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 flap.
  • the function of the inflatable tubes is to close the entire area below the mobile system 106 and the below seal will be on top of the plate 227, and thus achieve a lifting of the fluids, proportional to the area closed by them. In this position the mobile system 106 joins with the inflatable tubes and forms a single system.
  • the shock absorber (99) engages the distance of the flexible blades on the table automatically over the time spent at a minimum distance without any leaks anywhere and in the area where it will be mounted. When only the lower inflatable tube 228 is mounted, the table 117, and the rubber sealing, will be engaged over the transverse gallery 222.
  • the system 114 has the lifting or lowering function of the mobile system 106, a portion thereof will be secured to the posts 111, and another portion thereof 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 entire mobile system structure, or depending on the model only in the lower areas. Its function is to regulate the height of the water in changes of use, and in the floods also loose accumulated obstacles of all sizes, the flap (96) works automatically.
  • the slope (233) between the bottom of the river and flat area (231) created by the obstacle reaches proportional to the slope and obstacle at a point, where it again enters the natural slope of the river (151).
  • the slope (233) would be as in figure (25), its point would be where the two inclines come together. This point varies according to the slope and height of the installation.
  • the slope (233) would be where we would set up another facility, so we were able to deploy several rows of turbines in series to the deepwater system to use all hydraulic forces to produce electricity.
  • the inflatable tube (220) will be mounted on a movable structure that will be mounted in a shape around a mobile gallery, where aquatic life can pass, and cross, in 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 also has a split in its middle 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 220 with 228, the second shape is only down 228, depending on the characteristics of the location of the installation. In the case of the second shape, the table will be mounted on top of the movable transverse fish gallery (223).
  • the function of the inflatable tubes is to close the entire area below the mobile system 106 and the below seal will be on top of the plate 227, and thus achieve a fluid lift, proportional to the closed area by them. Every place where the river is deep and the high ravine fits perfectly with this system.
  • the system achieves by lifting fluids, in a location that was previously flat, or slightly inclined, a hydraulic force proportional to the lift and how much fluid passes per second in the mobile system 106, as explained.
  • the manufactured pillar 111 holds the mobile system 106 in place.
  • the system 114 has the lifting or lowering function of the mobile system 106, a portion thereof will be secured to the posts 111, and another portion thereof 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 entire mobile system structure, or depending on the model only in the lower areas. Its function is to regulate the height of the water in changes of use, and in the floods also loose accumulated obstacles of all sizes, the flap (96) works automatically.
  • the direction of the water (226) is towards the mobile system (106).
  • the table 117 may be mounted on the inflatable tube 221, or on the movable transverse gallery 222.
  • the position of the inflatable tubes can be changed according to need, such as when a big obstacle comes.
  • the attachment 219 which has the function of securing and closing the inflatable tube 220, will be mounted around the movable transverse gallery 222.
  • the table 117 When only the lower inflatable tube 228 is mounted, the table 117, and the rubber sealing, will be engaged over the transverse gallery 222.
  • the rubber will perform the same type of seal described above.
  • 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 inflatable tube 221, or onto the transverse fish gallery 222 depending on the assembly.
  • the foundation 119 has the function of positioning the abutment 111 to hold all systems in position.
  • the plate 227 has the function that when the flexible tube 228 is lowered, it will be pressed and thus a seal will occur between the plate 227, and the flexible tube 228, so that all the water will pass through (106), 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 that is necessary for a balance to occur between the water level 127 and the open flap 96 as explained above.
  • the same automation regulates the pressure, or removes the pressure from the inflatable tubes, (220) until it can create a vacuum, to achieve all the necessary changes in the application of the system. It can be seen that the volume of the water has grown sufficiently, so that the height of the water 127 is stable, the inflatable tube emptied proportionally, so that the water level 127 is stable as in figure 100, . The volume of water and the height of the water downstream (126) grew proportionally natural, but the height of the water (127) will be the same depending on the regulation of the inflatable tubes. Inflatable tubes can be regulated in various ways, depending on differences in fluid height at the installation site, the shapes are controlled by software and hardware.
  • the system 114 has the lifting or lowering function of the mobile system 106, a portion thereof will be secured to the posts 111, and another portion thereof 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 entire mobile system structure, or depending on the model only in the lower areas. Its function is to regulate the height of the water in changes of use, and in the floods also loose accumulated obstacles of all sizes, the flap (96) works automatically.
  • the direction of the water (226) is towards the mobile system (106).
  • the floating gallery system 223, joined with the inflatable tubes 220 and 228, here the floating gallery 223 is attached to the gallery 108, the aquatic life has the option of passing through three locations.
  • the floating gallery (223), in its entrances and internally, will be identical to the gallery (120).
  • drawer valve type floodgates which regulate the throughflow openings of the river, used to propel the rotor of each turbine, are actuated individually by hydraulic cylinders ( 12).
  • the structure for supporting the turbine system is composed of a transverse cylindrical base (27), formed by modules prefabricated with reinforced concrete, where openings (28) allow the access of the aquatic life to its interior is supported and fixed on the transverse beams (29). ) and longitudinal (30).
  • Pipes for the passage of fish and other aquatic organisms are composed of prefabricated tubular modules (31) with reinforced concrete, vertical inspection tubes (32) and horizontal outlet tubes (33).
  • Carcases (1), spacer modules (2), sliding bearings (8), hydraulic cylinders (6) for actuating valve-drawer type floodgates, central bearing (13), opening and closing drive by hydraulic cylinder (14). access ladders 17 and 18, the rooms 16 of the hydraulic units 15, ladders 20 and 21 for access to the control rooms and the transformer, suction chambers 34.
  • tubular modules (31) pre-fabricated with reinforced concrete are mounted on the banks of the river with a slope of 4 Q with respect to the plane horizontal. They allow, with the non-alignment of the center lines of the modules, the formation of inverted steps to reduce the velocity and pressure of the internal water flow to the pipe.
  • the vertical inspection tubes (32) allow access to the inside, horizontal exit tubes (33), prefabricated with reinforced concrete allow the exit of fish and other aquatic beings, completing the transposition of the turbine system. Together they make up the tubing for the passage of fish and other aquatic beings.
  • the transverse cylindrical base 27 and the lateral fixed bearing 9 are mounted and fixed on the transverse beams 29 and longitudinal 30 where the hydraulic cylinder (7) is used for raising and lowering the turbine assembly coupled to the sliding bearing (8).
  • the body guard 25 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 bearing track (35) on one of its upper faces with a slope of 70 Q in relation to the horizontal plane which facilitates the sliding of all the equipment supported therein by 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 29 and longitudinal beam 30. They have the function of supporting the horizontal load imposed by the volume of water of the river and the vertical loads of the equipment mounted on it, assembling them stable.
  • Electric cables (42) exit the side spacer module and are connected to the frequency converters installed inside the electrical panel, which is then connected to the transformer.
  • the central gate 13 made of galvanized carbon steel sheets or not, is mounted between and supported on the central fixed bearings 10, where the opening movement and closing is done through the hydraulic cylinder (14) fixed to the metal beam (36).
  • the carcass 1, rotor 37, flexible blades 38 made of rubber or similar materials, disposed equidistantly on its outer perimeter, can be seen.
  • the drawer valve type (11) is designed with dimensions proportional to the turbine housing where it will be mounted, fixed side rails (39) act as a guide, is driven through the hydraulic cylinder (12), which allows it to be opened or closed according to the need for regulation of the flow of water passing for rotor propulsion, metal protection (40) of the hydraulic cylinder (12).
  • Rubber sheet (41) mounted on the upper end of the baffle plate to protect 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-carbon steel sheets, with ribs arranged in length, fixed to the housing and ribbed interconnected to the side spacers through bolted connections, sealing rubber (43) resting on the transverse cylindrical base (27).
  • the drawer valve type (11) is designed with dimensions proportional to the turbine housing where it will be mounted, fixed side rails (39) act as a guide, is driven through the hydraulic cylinder (12), which allows it to be opened or closed according to the need for regulation of the water flow through the impeller of the rotor, metal protection (40) of the hydraulic cylinder (12).
  • Rubber sheet (41) mounted on the upper end of the baffle plate to protect 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 carbon steel sheets or not with ribs arranged in length, fixed to the housing and ribbed interconnected to the side spacers through bolted connections, sealing rubber (43), supported on the transverse cylindrical base ( 27).
  • baffle plate (5) made of galvanized carbon steel sheets or not with ribs arranged in their length, it can be fixed with welding over the whole assembly or mobile, with joints (44), rubber seal (45) fixed to the outside of the entire structure.
  • the opening of the baffle plate is made by hydraulic cylinders (6) that allow, when actuated, the increase of water volume in front of the turbine assembly, as a consequence of the increase of the column of water.
  • the spacer module (2) is made of galvanized or non-carbon steel sheets, has a circular shape and dimensions that vary in functions of the loads applied thereto.
  • the thicknesses of the plates and the diameters are previously defined according to the stresses to be submitted and the calculated generation power, it is manufactured with galvanized steel sheets or not, its purpose is to protect the rotor (37) installed inside it , against external elements contained and moving within the river.
  • the spacer module 2 houses the low rotational electric generator 3 mounted on the metal base structure 48 and directly coupled to the tip of the shaft 52 of the rotor 37 with elastic coupling 4.
  • the rotor (37) is made of sheets of galvanized or non-galvanized steel, with diameter and length that vary depending on the amount of electric power generation desired.
  • the ends of the shafts (52) are mounted in pairs with bearings and seals, and can be with graphite gaskets, seals or hydraulic seals.
  • the rotor (37) has in its outer diameter flexible blades (38) made of rubbers or similar materials, are fixed along 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 and moving within the river.
  • the flexible blades receive the hydraulic pressure of the river, transforming it into mechanical energy, later with the rotation movement of the rotor (37), in electric energy.
  • the baffle plate (5) is driven by hydraulic cylinders (6), openings (28) for accessing the inside of the transverse cylindrical base are arranged below the spacer modules ) between the prefabricated concrete slabs (51).
  • the open position 89 on the front side has a belt-like layer, 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 a single 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.
  • a single flexible blade (88) will be formed in each row of blades.
  • the open position 89 has closed (90) and created a single piece, but before it reaches that position an obstacle can be caught. All numbers applied are valid on each spade.
  • the two points of flexibility together with the point of flexibility (82) are able to open so that the obstacle can pass, after which it takes the final position to achieve the application of the water in rotating force changing a position of the blade entering reaching the same position , releasing the masses of the fluid from the accumulated water. At the same time the other blade takes the position of the closed table towards the final position. Thus all the water that passes is harnessed in rotating forces without loss.
  • the support structure (197) of the static armature has equidistant supports on its external surface where rubber cushions (198) are mounted on them, which have the function of fixing all set, electrically isolate, vibration damping, and resist the tangential force arising from the resistance caused by the magnetic field between the irons.
  • the electric generator it can be mounted on the hydraulic system 212, where it can move automatically, proportional to the turbine rotor force.
  • the turbines 1 or 101 achieve strength according to the volume and height of the water. The height of the water can be controlled, but the volume does not. In the dry period, the water volume is lower, so the door will close proportionally so that the height force is guaranteed, but the volume strength will decrease.
  • a hydraulic system which separates the double stator, from the proportional rotor (214) will be mounted. This reduces the electric generation in the same generator, proportional to the withdrawn, and it is possible to calibrate the forces so as not to reduce the rotation of the turbine. By this system, there are numerous advantages in this application.
  • the elastic coupling (4) When the elastic coupling (4) is mounted on the stator, it will pick up rotation of the turbine of the type (22) or (122), in working application, directly on the stator, by mechanical application of the rotor, with the same applied force of the generator, but in the opposite direction, being able to be for the clockwise or counterclockwise direction.
  • the difference between the common generator and this, is that here all the two sides of the generator (stator and rotor) rotate at the same time, and take the same force of the turbine in mechanical application in the opposite direction. That's why we get twice the rotation and also double the electric generation, with the same size of the generator, or the same rotation, with half the size of the generator in the same generation where only the rotor rotates.
  • the housing 255 may be assembled in two ways, the first shape being with two inflatable tubes, the second shape being with only one inflatable tube depending on the characteristics of the location of the installation. In the case of the second shape, the table will be mounted on top of the movable transverse fish gallery (223).
  • the cover 252 has the input function. In the other system we have several inputs required, to reach any internal place, to fix a serious fault or to exchange parts. The mobile system 106 will lower when slight obstacles are required.
  • FIG. 131 With reference to figure (131), the same application of figure (130) can be observed. In this application, it is not necessary to use the flap, the reduced size will be increased in the proportional mobile system. In this case the mobile system 106 will be larger and the utilization will be proportional to the size.
  • the circular door At the location (253), the circular door will pass through the door being much larger than that of other applications, so the circular port is designed to reduce the distance the fluid will travel until it reaches the blades (150) of the turbine.
  • the housing 255 may be assembled in two ways, the first shape being with two inflatable tubes, the second shape being with only one inflatable tube depending on the characteristics of the location of the installation. In the case of the second shape, the table will be mounted on top of the movable transverse fish gallery (223). A circular cap (254) may be closed, and the others left open. It opens and closes automatically.
  • the two lines (6b) show the height of the engagement in the natural changes of the installation site.
  • the bottom line shows the minimum height of the water in the dry time
  • the top line shows the maximum height of the water in the time of the masses of the water passing in regulation of the float.
  • This system fits in the way explained, where the difference in water height (1b) and (2b) fits from one meter and a half to three meters.
  • figure (134) With reference to figure (134) one can observe the same place as figure (133), but here it presents a greater distance (from twenty to thirty meters).
  • the shape will be that the first inlet of the water jet at the one-millimeter side of the side is turned towards the wall, so the rotation will be similar to the velocity of the side water and so the water will not pass in front of the rotor speed and not there will be losses in the sides.
  • the reasons for the end (13b) of all blades being flexible is that if a small or medium obstacle is entered, the blade flexibility will serve as a small damper, and a wear area, in combination with a system automatically tightens each blade in rotation at a maximum distance of one millimeter towards the table to take advantage of almost all the fluid in rotating forces. In wear over time, the system automatically guarantees the same distance in all operating time, proportional to the application of full use, or dry time.
  • 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 the water can not reach the internal region of the turbine, it stabilizes in the end position of the blades where it takes full force of the fluid pressure in the rotating position. This is important because the bearing is much smaller than the pipe increases the safety of the distance from the water and work 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 a base for the blade assembly. In a stable and flexible way.
  • a flexible strap-like part 16b will be mounted on the small tubes 15b, and on the other side will be mounted on the top of each blade, where it is not flexible. Along each blade there will be two oval holes (17b), to achieve the assembly of the blade attachment.
  • the screws (18b) are for fixing.
  • each blade 13b it will be fully flexible, in top or bottom position 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 pick up the full force of the rotating fluid, it will move at the same speed as the fluid inlet in the system, and thus it will not have friction against rotation and will not turn the jet into the inlet position, so it will not cause fluid turbulence.
  • FIG 138 the same turbine of Figure 135 may be seen, but the difference is that it has a row of blades with single blades 19b.
  • the open position (20b) on the front side has a belt-like layer, 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 a single 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.
  • a single flexible blade (19b) will be formed in each row of blades.
  • the open position 20b has closed (21b) and has created a single piece, but before it reaches that position an obstacle can be caught. All numbers applied are valid on each spade.
  • the two flexibility points together with the flexible part 16b can open so that the obstacle can pass, after which it takes the final position to achieve the application of the water in rotating force changing a position of the blade entering reaching the same position, releasing the masses of the fluid from the accumulated water. At the same time the other blade takes the position of the closed table towards the final position. Thus all the water that passes is harnessed in rotating forces without loss.
  • the open position (20b) on the front side has a belt-like layer, 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 a single 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.
  • a single flexible blade (19b) will be formed in each row of blades.
  • the open position 20b has closed (21b) and has created a single piece, but before it reaches that position an obstacle can be caught.
  • the cemented fixed barrier 24b the variation of the fluid height regulated by the door 31b, the height created by the system 32b, the water inlet direction to the turbine 34b, the turbine housing 34b, the turbine pressure area 35b.
  • the flexible blades 36b will be mounted on the turbine cylinder 14b.
  • the turbine shaft 37b, the table 38b. The flexibility of the blades is important before it reaches the final position, where it will pick up 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 counter-rotating friction and will not rotate the jet in the inlet position, so it will not cause fluid turbulence.
  • the transverse gallery 41b is transparent upwardly so as to be able to see the bottom, and the gravel 8b, which can be seen in the background.
  • Gravel (8b) is important for the various types of small aquatic life so that they can reach a natural area with the same gravel from the bottom of the river at the site of the installation. From the entrance (42b), the sunlight can be seen internally in the transverse gallery (41 b), so inside it will not be dark, and will have the natural light of day.
  • Slant smaller than the slope of the gallery (48b) is the reason why the water passes in the gallery (46b) with several different speeds but does not exceed one and a half meters per second, the reason why the water velocity does not exceed one meter and a half a second is that the more 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 rails will carry the light into the galleries by means of the vertical tubes, present in the gallery (46b). Thus the gallery system tries to appear as much as possible with the river bed, taking the conditions of aquatic life into priority.
  • the electric generator it can be mounted on the hydraulic system 67b, where it can move automatically, proportional to the turbine rotor force.
  • the turbines of the figures 135 or 138 achieve strength according to the volume and height of the water. The height of the water can be controlled, but the volume does not. In the dry period, the water volume is lower, so the door will close proportionally so that the height force is guaranteed, but the volume strength will decrease.
  • a hydraulic system which separates the double stator, from the proportional rotor (68b) will be mounted. This reduces the electric generation in the same generator, proportional to the withdrawn, and it is possible to calibrate the forces so as not to reduce the rotation of the turbine. By this system, there are numerous advantages in this application.
  • the elastic coupling (73b) When the elastic coupling (73b) is mounted on the stator, it will pick up rotation of the turbine of the type (135) or of the (138) in direct working condition on the stator by mechanical application of the rotor, wheel with the same applied force of the generator, but in the opposite direction, being able to be for the clockwise or counterclockwise direction.
  • the difference between the common generator and this, is that here all the two sides of the generator (stator and rotor) rotate at the same time, and take the same force of the turbine in mechanical application in the opposite direction. That's why we get twice the rotation and also double the electric generation, with the same size of the generator, or the same rotation, with half the size of the generator in the same generation where only the rotor rotates.
  • the stream 74b may be seen, where the system 75b, water prior to installation 76b, and water direction will be installed. after installation (30b). Exit of the water in the system 78b may be done in two ways, going towards a pond 79b, which will bring movement 84b into the pond, and the water will go in the direction 80b to the channel 25b which will continue the movement 82b of the fluid to the channel 74b, or if there is no pond, the water will enter the location 83b and continue its flow in the channel 74b.
  • the support (28b) has the function of assisting in the movement of the door (26b).
  • buoys 92b which assist in the movement of the forks 93b ), which apply the force of the supports on the door frame (26b).
  • FIG 156 it is possible to observe the side view of the installation in operation, in this case the door 26b is closed with height differences before installation 22b, 23b, and 91b, .
  • the support (28b) has the function of assisting in the movement of the door (26b).
  • FIG 157 it is possible to observe the side view system, its location in figure 153 is location 90b, its operation was explained in previous figures as figure 142.
  • the flexible blades 36b will be mounted on the turbine cylinder 74b.
  • the flexibility of the blades is important before it reaches the final position, where it will pick up 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 counter-rotating friction and will not rotate the jet in the inlet position, so it will not cause fluid turbulence.
  • This gravitational permanent torque system will be used in tidal energy, which will be explained in Figures (199) through (206). It has an idle axle (3c) which will be fixed with a wheel at rest (6c). a (1c) has a wheel (2c) fixed thereon, the rotating shaft assembly (1c) and the wheel (2c), has a free rotation on the bearings (7c), which will be mounted on the rotating shaft (1c) ) and fixed in the circular structure (34c).
  • the lashing 4c will be placed on top of the idle wheel 6c, and will remain in that resting position, the chain, belt or other lashing 4c will be completed on the wheel 2c and in the circulation 34c the axle (c) and wheel (2c) when traveling on the rest axis (3c), achieve in a possible rotation a lowering of the chain, belt or other mooring (4c) on the stopped wheel (6c) and a counter-rotation circular motion on the stationary axis 3c will be mounted on the rotating axis 1c) a gravitational system as in figure 165.
  • FIG 163 three systems of figure 161, mounted at free fixed distances in the circulation 34c, can be seen moving clockwise. It has a resting shaft 3c where a resting wheel 6c is mounted. A further rotary axis 1c, which also has a wheel 2c, fixedly mounted on the rotating shaft 1c, has rotation axis 34c, the rotating shaft assembly 1c and wheel 2c has a free rotation on the bearings 7c, which are to be mounted on the rotary axis 1c and fixed to the circular structure 34c, .
  • the mooring 4c will be placed on top of the resting wheel 6c and will remain in this resting position, it has no movement, but lifting of the wheel 2c passing in the chain 34c in the chain, belt or other mooring ( 4c), and by the fixation or friction it rotates proportional the movement of the circulation in the direction opposite to the side of the force applied in the axis (1 c) where it is being stretched and closing space.
  • the assembly will be mounted in a position which will secure the shafts in a rotating shaft structure 24c at rest, as in figure 192.
  • FIG 164 Referring to figure 164, three systems of Figure 161, mounted at free fixed distances in the circulation 34c, can be seen moving counterclockwise. It has a rest shaft 3c where a stopped wheel 6c is mounted. A further rotary shaft 1c also having a wheel 2c, fixedly mounted on the rotary axis 1c, is rotated counter to the circulation 34c, the rotary shaft assembly 1c and wheel 2c has a free rotation on the bearings 7c, which will be mounted on the rotary axis 1c and fixed in the circular structure 34c.
  • the chain, strap or other lashing 4c will be placed on top of the wheel at rest 6c and will remain in that position at rest, it has no movement, but lifting of the wheel 2c passing in the circulation 34c in the Chain (4c) and by the fixation or friction it rotates proportional the movement of the circulation in the opposite direction to the side of the force applied in the rotating axis (1c) where it is being stretched and closing space.
  • On the other side of the chain Strap or other mooring (4c) it is opening space on a wheel (6c), where it has the same mooring in circular motion.
  • the assembly will be mounted in a position which will secure the shafts in a rotating structure 24c of the resting shaft 3c, as in Figure 193.
  • each equilibrium mass 10c is connected to a torque axis (9c) to become a single part.
  • the ends of the torque shafts 9c are mounted on bearings 12c in pairs 13c fixed on the side flat faces 11c of the cylindrical structure 5c where the housings 8c are fixed and equidistant in relation the centreline of the rotating tied relative axle.
  • the cylindrical structure 5c will form a circulation 34c, found in the figure 162 on the axis at rest.
  • each equilibrium mass (10c) one can use and assemble among the various types of devices, a device that with the action of gravitational force occurs slip and angular adjustment of the equilibrium masses (10c) according to the resistance found.
  • the behavior of the elements relative to the rotary axis (1c), located in the figure (163) mounted on the figure (165), will be the same.
  • figure 170 it can be seen that when the intensity of the opposing force acting on the torque axis 9c is greater than the acting on the equilibrium masses 10c, there is no movement.
  • the equilibrium masses (10c) and the torque axes (9c) run through the perimeters in which they are circumscribed in opposite directions proportionally to the synchronized, balanced and balanced rotation keeping the torques in the opposite directions constant the torques produced at each end of the torque axes 9c of each system are transferred through mechanical components 15c to the axis 16c of each system.
  • These are mounted on structures not interconnected to the systems but perfectly aligned with rotatable axis 1c located in Figures 163 and 164 and mounted on Figure 165.
  • One of the systems drives the rotor of the resistance equipment in one direction of rotation and the other system drives the housing of this equipment in the opposite direction of rotation. Together they cause a rotation between the systems and consequently a greater power generation.
  • the balancing masses 10c and the torque shafts 9c mounted on the bearings 12c on hubs 13c fixed to the side flat faces 11c can be seen in FIG. cylindrical structure 5c forming a circular assembly 34c located in the figures 163 and 164 mounted on the figure 165 on the resting shaft 3c, each having circular displacements independent and contrary.
  • the equilibrium masses (10c) and the torque axes (9c) run through the perimeters in which they are circumscribed in opposite directions, but proportionally to the rotation of each system keeping the opposite torques constant.
  • each balancing mass (10c) one can use and assemble among the various types of devices, a device that allows slides and angular adjustments of the equilibrium masses (10c) to occur with the action of the gravitational force according to the variation of the resistant force active
  • the balancing masses 6c are fixed to bearings 17c with bearings 21c on the torque axes 9c which run through the perimeters in which they are circumscribed in opposite directions in a manner proportional to the synchronized, balanced rotation and in balance keeping the torques in constant reverse directions.
  • the displacements of the equilibrium masses (10c) can be controlled by mechanical or magnetic devices.
  • Other damping elements may be installed together with the balancing masses (10c) and allow a synchronism between the opposing force acting on the force and the gravitational force.
  • the torques produced at each end of the torque shafts 9c of each gravitational permanent torque system are transferred through mechanical components 15c to the shafts 16c. These are mounted on structures not interconnected to the systems but perfectly aligned with the relative axes 1c located in Figures 163 and 164 and mounted on Figure 165.
  • the balancing masses 10c are equidistant from the center line of the rotary axis 1c in Figure 162 without movement. They are fixed through bearings (17c) with bearings (21c) on the torque shafts (9c). The ends of the torque shafts 9c are mounted on bearings 12c on hubs 13c which are fixed on the side flat faces 11c of the cylindrical structure 5c which will form a circular assembly 34c located in the figure 162) on the axis at rest.
  • the circular motions and angular positions of the balancing masses 10c are proportional to the axes of torque 9c relative to the rotational axis 1c located in the figure 163 mounted on the figure 165 and proportional to the intensities of the forces in the anti-clockwise direction imposed by the torques of the equipment coupled to the plants of the torque shafts (9c).
  • each balancing mass (10c) one can use and assemble between the various types of devices. A device that allows the displacement and angular adjustment of the equilibrium masses (10c) according to the variation of the acting forces to occur with the action of the gravitational force.
  • the rotors 18c of electric generators are mounted along stationary masses 10c in the torque axes 9c and on stakes 8c the stators 19c are mounted, of the electric generators installed in the system of gravitational permanent torque in perfect balance and without rotating movement.
  • Each rotor is fixed in the balance mass (10c) and interconnected to the torque axis (9c) becomes a single part.
  • the ends of the torque shafts 9c are mounted on bearings 12c on hubs 13c which are fixed on the side flat faces 11c of the cylindrical structure 5c forming a circular assembly 34c located in the figure 162) mounted on the figure (165) on the axis at rest. And equidistant from the center line of the rotary axis (1c) located in the figure (162) mounted on the figure (165).
  • the circular motions and angular positions of the rotors 18c together with the balancing masses 10c are proportional to the displacements of the torque shafts 9c relative to the rotational axis 1 located in the figure 163 mounted in the figure 165), and proportional to the intensities of the anticlockwise forces formed by the magnetic field between the irons (20c).
  • the equilibrium masses (10c) are equal in balance and weight in the angular position in a way proportional to the electric energy produced.
  • the angular positions of the equilibrium masses (10c) are directly related to the magnetic field strength between the irons (20c) and to the clockwise rotation of the stators and the relative circular movement of the rotor (18c) (10c) because the magnetic field strength between the irons (20c) does not allow.
  • the torque axes 9c transmitting to the rotors 18c of the generators the torques produced can be coupled directly or indirectly to the rotors 18c while maintaining the same rotation since they are not coupled to the speed multipliers.
  • the installed weight and the number of rotations of the gravitational permanent torque system are items that define the power to be installed.
  • FIG. 200 it can be seen in plan view of what will be around the rotary cylinder 14e.
  • the permanent magnets (3e) will be fixed in movement and fixed on the shaft (13e). Since all the movements of the magnets 3e will cause the movement of the axis 13e.
  • the principle of the system is to use the magnetic waves of repulsion by means of the positioning of the permanent magnets (3e), and at the same time, on the other hand, the pulling towards the iron parts (5e).
  • an outer piece (9e), in turn or otherwise, will be mounted to secure the magnet to the correct position of the movement, so that it does not lock, so that all forces enter the rotation of the magnet.
  • the forces function in a linear manner 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 the same, causing the repulsion after both pass through the central iron 4e, and enter the position (1e), which is a critical position for rotation in the same direction, as the iron (4e) counteracts rotation in the motion of the magnet.
  • the iron (5e) will be on two sides around the cylinder, and allows a rotating force in the same direction.
  • the iron 4e is finished, and the magnets are in a position where one wants to repel the other, and thereafter want to be pulled by the iron 5e on the sides.
  • the other half again enters critical position 8e, they will be drawn by the iron 4e, which has a larger mass than the irons 5e together, which has less attraction at that point than the iron 4e, .
  • the magnets will come out of the critical point (8e) again and complete the cycle. Since the first position will be to close and the second to open.
  • buoys (4e) are represented as beads, but may be of any shape. On the buoys (4e) there will be a vertical structure (6e), which will not be flexible. In the vertical structure (6e) wind turbines (2e) and solar panels (1e) may be mounted. In this case there will be energy utilization of the gravitational system (3e), wind turbines (2e) and solar panels (1e), but this union is only possible in places where the waves are quieter.
  • the buoys 4e can be raised or lowered as explained in Figures 201 and 202.
  • the carpet basically has a flexible side (f), by a flexible material, such as a rubber, and its flexible part passes as a belt. Its other side is hard, it has hard parallel columns, fixed in the flexible part, along the carpet. That way, when the carpet is opened, the columns of the hard part come together, and the whole carpet becomes hard. But when you lift the carpet again, or stop stretching it, the hard-shell columns form clearances, allowing the carpet to become flexible again. In the same way, flexible blades work. The carpet will be fixed so that the hard part is on the table.
  • the weight of the gravitational system (3e) is proportional to the generation of energy.
  • the buoys will have the same height in standing water.
  • the positive at this point, which helps to create a greater height in the moving water, is by the movement of the gravitational system, along the Table (8e), by the difference of the heights of the waters at the same time will cause the buoys to rise of form different.
  • the gravitational system (3e) With a different slope between the buoys provided by the waves, the gravitational system (3e) will start to rotate, and release the buoy from one side, which is already higher, towards the side that is lower.
  • the weight of the gravitational system will make a larger weight force on the float that is lower and will release the float that is higher. After that when the wave raises the system again.
  • the carpet will be fixed only on one side, similar to the anchors, but in a different way, since the river pull is only in one direction, but in this case it will be in the direction of the wind and the forces of movement of the waters. With this the system will change position according to the wind and the changes of forces.
  • the energy coming out of the system can be harnessed in a variety of ways, one of which will be for mining platforms or for cleaning the ocean, or near-shore cities.
  • the carpet may also be circular, so that one ray joins the other in its end, where two endings would join two endings.
  • the wind would also act as a system mover.
  • the set will be mounted in such a way that its flexibility will withstand the higher waves, and the distances of the points are proportional to the best tilt performance. And so that it achieves the maximum average yield also of the smaller waves.
  • This system works automated, and does not require an operator, it is like a wind power generation system. In hardware and software control.
  • the structure of separation of the materials in size and weight can be observed, it may be mounted on the belt, or the belt will have its shape, or it will be fixed on a structure such as a disc , in circular motion with one or more inclinations that will pass in a circular manner, together with the structure of the separation of the materials in one region the material will enter and in another will already be transported.
  • the application (16d) of the water under the belt (10d), to facilitate its movement and the dirt does not accumulate between the table and the belt.
  • the fastening 20d has the same function as the flexible blade 19d, or thicker parts having the same strength will be assembled.
  • Fixed structure (21d) where the flexible parts (19d) will be fixed.
  • the force roller 14d, the table 9d, the expansion area of the system 41d, application 42d of the water below the belt 10d which facilitates its movement and prevents dirt from accumulating between the table 9d and the belt 10d.
  • a flexible tube 40d which connects the tube 26d and 39d.
  • the water inlet pipe (39d) in the cleaning system placed in the central tube (25d).
  • FIG. 237 it can be seen the base of the roller straightening system 61d, the structure 62d mounted on the system 61d, and the attachment of the vibrating arms. Area (66d) that slides the part (43d) into position.
  • the plate (67d) which surrounds the screw (63d) and is secured with locking nuts. It will pick up the vibration of the flexible damper 68d, which will be secured about the shaft 64d and the screw 63d, and secured at the locations 65d and 67d, pressed with the nuts that will be around the screw (63d).
  • the damper (69d) which dampens the force towards the damper (68d).
  • the plate (70d) has the same function as (67d).
  • the nut (71d) will be screwed onto the bolt (63d) to press the damper into regulation.
  • the bearing 72d is mounted on the bearing of the vibratory system and fixed on the shaft 64d.
  • the bearing (73d) is mounted on the bearing which fixes the axis of the rotary vibratory system (74d).
  • the fixation (75d) pressure is applied to the bearing 72d.
  • the zig zag attachment form increases the sieve area and reduces the velocity of the water entering from (88d) toward the location (25d) so that the gravitational forces are greater than the suction of the horizontal tubes, so the heavier grains accumulate in the cylinder area below the sieve and are automatically removed with the lighter dirt as explained when the system is turned off.
  • the conical entry 95d can be seen which may vary from 2 to 20mm at the exit site 96d, the entry will be numbered or will have different colors for classification of which will be used .
  • the outlet 96d is not clogged and in each part of the machine different cones will be mounted.
  • the fluid layer 98d in the outlet will be uniform.
  • the system can be seen in side view, rotation of the belt carrying the dry material 139d, falling of the dry material 140d.
  • the material separation process begins (15d), where the material will be carried by the belt of the separator and the material will be separated.
  • FIG 247 it can be seen that the material being carried to the highest point of the screen 147d will fall 148d and will accelerate proportional to the gravitation towards the location 149d. In place (149d) will be mounted iron bars, some higher and others lower and they will have a slope.
  • the iron bars "brake” the material in the fall, so the more fragile material “bursts” on the bars and enters the lateral sides of the bars and the material passes again to the sieve, everything that passes in the sieve enters again in the process.
  • the solid stones that are transported and fall in the same place do not burst, but rather slide over the inclined bars.
  • 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 rather on a circular area with one or more inclinations that will pass in a circular fashion, together with the structure of the separation of materials in one region the material will enter and in another will already be transported.
  • the material after passing through the cone 158d will reach the chute 163d which has an aperture 164d dividing the material into the circular table 161d.
  • the separation area (165d) will be placed on the circular table, and on this area the fixed cleaning system will be placed.
  • Rotary is just the table and its structure. Drop of material (166d), outlet of channel material, fixed channel for tailpipe (as 32d).
  • the areas will be fixed in a circular structure and will move in the direction (169d) or the opposite direction.
  • the axis (170d) is at rest, therein the system of sieves, the cone and the tubes will be mounted. This axis that circulates the area (169d).
  • the cleaning system (171 d) here is the opposite because here the jet will be from top to bottom. In lane 2 the distance is greater, so we get more inclined lanes for the separation of the material.
  • the lifting system (2f) mounted on a platform, can be seen, this lifting system (2f) is used to change the height or inclination of the system.
  • the counterweight (5f) composed of hard and flexible material.
  • the structure (6f) which regulates the inclination between the counterweight (5f) and the separator.
  • the input of the material (8f) may be in all angular variations.
  • the power roller (10f) rotates by itself and causes it to rotate, while the common roller (9f) positions the other, the belt, the table, etc.
  • the frame 15f is composed of hard and flexible materials, the lower frame 13f does not vibrate.
  • the belt 11f will be mounted on the table 12f.
  • the cut (14) can be seen along the separator for a better understanding of the figure (253).
  • the belt passes in a half-turn on the roller (9f), and just ahead, a little further down the table (12f) begins, the reason for being a little further down is for the belt to pass freely on the table without polite.
  • the table may be fixed at one or more points, it may be tilted at one or more points.
  • the floats (21f) may be fabricated or modules ready to be mounted on the frame may be purchased. Around the floats (21 f), there will be a structure where the winches will be assembled to raise the separator completely if necessary. One can observe the direction and direction of the material (23f).
  • sprays may be used to separate the materials.
  • the lateral exit differences for the separation depend directly on the inclination, rotation and vibration of the system, along with the force of the water. Therefore all items will be variable so that the separator makes various types of tilt, rotation and vibration, so that the separation is always the closest to perfect.
  • the magnetic system will be inserted, which will be placed next to the exits, in the separation position.
  • this magnetic system will be placed in the non-vibratory structure, so it does not vibrate. The heavier material will be removed from the roller gravitationally, without sprays.
  • FIG. 257 With reference to figure (257) one can observe the magnetic roller in lateral and superior view. There is a part (31f) will not rotate, while the (32f) will.
  • the cylinders 33f will be composed of non-magnetic materials.
  • the cylinder 33f has a free area 36f, which lies between the capped tube 34f and the cylinder 33f.
  • the capped area 33f has electrical wires around the free area 36f so that there is a magnetic field in the free area 36f in variations of that field along the pipe. In this way a separation of different types of minerals in commercial products is achieved in rotation of the three tubes. These tubes 32f will flow in the fixed cylinders 37f.
  • the material on leaving point (38f) to (40f) can act in three different ways, one of which is to fall directly gravitationally, if not magnetic. But if it is magnetic, depending on the setting, one part will stick directly to the wall, and another will slide on the glued material, and the other will go towards the wall, but it will gradually come loose.
  • the rotary system 58f breaks and joins the solid material toward suction. There will be several fixings (59f) between tubes, at all required locations, and depending on the pumping capacity the tubes may vary with size.
  • FIG 267 it is possible to observe a superior view of the mineral separation system at sea.
  • a large ship 66f such as those carrying oil, will have fixed movement alongside the central platform, so that the separate and ready-to-market products to enter this vessel (66f).
  • Each crane will have two parallel cables at the bottom of the sea, which will secure the system so that one of them will lift the anchor and stretch the cables.
  • the floating system (68f) will secure the anchors, and power systems (75f) may also be installed there.
  • each cable has a connection with a hydraulic winch or crane, which facilitates the mobility of cables to various locations.
  • These cables will be made so that they never become loose, their forces will always be calibrated, when one is more stretched the other will be looser.
  • the horizontal structure will be mounted where the horizontal and vertical cables intersect (84f), and the movement of these cables will be analyzed through hardware and software so that they are always controlled.
  • the separation platform 67f, the large ship 66f, the hydraulic crane bucket 80f can be seen in side view, which will be raised or lowered.
  • the floating system on which the anchors (68f) will be mounted.
  • the sieves (6g) are in conjunction with the carpet (2g), and they may be round, oval, of any shape, so that large plastics are also caught, not just microscopic materials.
  • the sieve will only make an obstacle to the larger materials and will hold the smaller materials.
  • the best shape of the sieves would be round in the bottom and cylindrical in the front (7g).
  • the ocean oil removal system which can also act as a safety against leakage, or can remove natural gas, can be seen in side view at a depth of 3km.
  • the system is formed by a funnel (3h).
  • This funnel can be lowered or raised, and it will be made of a very light and resistant material, such as the material of a balloon, parachute or something similar.
  • For this funnel to be stretched in its pull, around it will be buoys, which are being represented as small points in the drawing.
  • the flexible hose (4h) will have a diameter between 15 and 20 meters, and will be made with the same funnel material. It will have mounted rings that also float, to stabilize the tube, so that it does not close. These rings will be fixed in a simple way.
  • hoses and funnels can be stored with zippers, your parts will be organized and listed in a way that facilitates 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 can be observed a system that uses three anchors, one of which is on the other side.
  • the secondary safety system (8h) is made up of a circle barrier, and the winches are mounted on a floating float system. In case the sea is turbulent, the system will have two safety locks, and the central pipe (6h) will be fixed in horizontal nylon cables towards the winches.
  • the cables will be of nylon or similar materials, because they have good elasticity and together with such flexibility of the nylon rope the anchors will not be lifted, so the side cables (9h) will also be nylon.
  • the system operates so that the crude oil leaking (1 h) is placed in the funnel (3h), after that it will pass through the flexible hose (4h) and reach the central hose (6h), this central hose has a storage capacity, then the crude oil may be shipped on a ship, or if it is not taken it will be stored in the secondary safety system (8h), also internally.
  • the end of the flexible hose (4h) will be conical so that it is fixed from the outside. Studies will be done to the necessary size of each system, since it is known that each type of accident has a different gravity.
  • the system is disposable after use in case of a leak and can not be reused unless it is not removed. In the second case it can last up to ten years without being removed, which would be a safety measure in places of great danger of oil leakage.
  • the blade direction shows that there is an automatic adjustment (81 i) for a minimum and constant distance between blade and table, proportional to blade wear throughout the year.
  • the adjustment (81 i) is used if, when the obstacle is larger than the blade, the table is lowered; or when there is an excess of fluid, a layer of fluid passes beneath the blades. In the case of flooding when sand and gravel passes under the fluid will pass everything under the blades.
  • the rotation Because of the size of the turbine, the rotation is relatively low, and has less expense than a traditional one. With this, this system throughout the operation is much more in mind.
  • the cylindrical area 74i supports the cylinder 52i.
  • the attachment 79i serves to secure and support the hard blade portion 77i ".
  • the hard part (77i ") is a fixed part and has the same width as (77i) which is also hard.
  • the hard piece 77i will be secured to the flexible part 76i and will form a blade.
  • Hard parts (77i) are fixed in area (76i).
  • the spacings 78i lie in the hard area to achieve flexibility on the other side, and such cuts are divided in shapes so that there are no obstacles in the rotation.
  • the port 58i will be adjusted proportional to the amount of fluid so that the water level remains the same in the flushes 50i, always full.
  • Another advantage is that at the inlet of the fluid by the formation of the water reservoir between the blades, a force in the center of gravity by the shaft can be proportional to the weight of the water in the same tank, such as a water wheel.
  • each blade (35j) will be fully flexible, only in the final position, it will combine the rotation of the cylinder where the turbine shaft will be mounted.
  • the flexibility of the blades is important before it reaches the final position, where it will pick up the full force of the rotating fluid, it will move at the same speed as the fluid inlet in the system, so it will not have friction against rotation and will not rotate the fluid. position of the inlet will not cause fluid turbulence.
  • the jet of water makes force forward proportional to the speed in relation to the height differences.
  • the structure (31 j) already has a higher atmospheric pressure, so that the water in the system, regardless of the height of the water outlet, inside will be stable.
  • the outlet of the blades 33j after passing the table, will open the fluid path 40j downstream and by gravitation and controlled atmospheric pressure, the fluid will lower and spread downstream in suction.
  • the fluid 40j does not lift off the blade 38j as it floats and leaves in a position without lifting the waters 40j.
  • the height of the bearing on the spacer (43j), which will be at a certain distance between the turbine and will be sealed to prevent water from entering, will be mounted above the water level which will help in a long life of the bearing system, water, in this system, the distance is the lower than in deep water applications of the CARE system, the distance will be greater. For when the cylinder is larger, the distance grows proportional.
  • FIG. 287 the side view of the inlet structure in the water system can be seen.
  • the turbine (44j) is 6m long and 2m high.
  • the fixed channel (48) is tubular cone trunk with 73m of length 2.5m in diameter on the side of the road and 1m in diameter at the beginning. It will be divided in half and will be fixed in perfect fit on the upper outer part of the inclined concrete.
  • the float system 49j will be mounted to the top of the fixed channel 48j and will have the same length.
  • the buoys automatically release a quantity of water regulated by CARE automatically, and will deposit the excess water in the pond. That is, there is a regulation that when the maximum capacity of fluid passes in the barrier, the excess of water is released and the energy production remains constant.
  • the buoys will use the tank, proportional to the water intake and the need for generation.
  • the buoy system will lower proportionally to the lagoon level until it reaches the concrete (only in this case will the power generation be reduced).
  • FIG. 288 the schematic view of the side of the water inlet cone 46j in the turbine can be seen.
  • the generator system On the shaft (51 j) the generator system will be mounted. Flexible blades will be mounted on the tubular turbine (52j).
  • Only one of the 16 flexible blades (57j) to be installed in each turbine was shown in this image.
  • the table 56j, the door system 58j has the function of closing the fluid inlet of the cone.
  • the fluid comes from the location (59j) with a velocity of 12m / s in the direction (60j) and the direction of exit (61j).
  • the change in the position of the table (56j) and the water inlet (59j) and the outlet (61j) occurred because the water comes from a conical and tubular system, without the presence of a river, but with a pond.
  • the fixation (1 k) will be in natural or man-made structures, such as concrete.
  • the support (3k) is in a position which terminates in flexural barrier pressure.
  • the barrier system has a flexible part (4k) and a hard part (7k).
  • the end of the flexible parts will be slightly larger, so that along with the water pressure does not allow the water to pass to the other side.
  • the fastening (9k) between the hard part (7k) and the flexible part (4k) may be glued, screwed or both. Between the hard parts (7k) there will be free areas (10k) in which curves (11k) can be obtained on the sides or ends of the rubbers (12k).
  • the barrier can be observed in side view in less detail. Concrete or natural structure (18k), water level (13k), atmospheric pressure (14k), water pressure (15k). The water level modified by the system (16k).
  • the blade attachment (9) along the workpiece.
  • the joining of the hard to the flexible part will be by means of screws, glue or something similar.
  • the pressure of the fluid (14k) and the pressure of the air (15k) causes the blade to change position, such as the flexible barrier.
  • FIG 296 it is possible to observe in side view the system which removes the dirt proportional to the water inlet of the sieve, operating with the suction thereof.
  • the circular body 19n can be either circular or other shapes, such as cylindrical, triangular, etc.
  • FIG 300 it is possible to observe in lateral view almost the same structures of the previous figure in (4n), but here there is the presence of a chassis (36n), which allows to change the direction of the installed turbines without mount on each straight a generator.
  • the fluid flows in the direction (28n), the pipe (30n), the shaft (11n), the bushing (5n), the beads (18n) can be observed to prevent dirt from accumulating.
  • the flange 37n can be seen towards the generator, the rubber 44n, which is pressed in by the flange, which will be screwed on the sides.
  • the pipe (45n) in passage (43n) of the dirt that has passed through the sieve.
  • the flange (40n) together with the (39n) will be closed with bolts, these flanges have windows to be able to mount the turbines and maintenance.
  • the pressure or air pressure system (26q) 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 to the plate (25q), and the rotor will be mounted to the ring ring (17q).
  • the magnetic bushing with bushing can be observed, which will be used in all necessary places of the system.
  • the magnets (12q) may be attached to the iron ring (11g), or in the area of the bushing. Inside the ring passes a tube, in which there are magnets around another tube, in this tube the flippers can be installed.
  • the magnets may be assembled in a variety of ways, for example, to repel, horizontally, vertically, or both at the same time. All magnets (13q) will be mounted around a shaft or tube. The area (14q) was created in magnetism pressure to better stabilize in the rotational position. The bushing wears less and has less friction.
  • place (17r) will be mounted the magnetic system and bushings.
  • the bottom of the water tank (18r) the minimum water level (10r) created by the sensor. The variation of water (20r).
  • the separators 1t, 2t and 3t are shown, above is the side view and below the top view.
  • the gravitational box (4t) which has the function of emitting water throughout the system.
  • the system pumping material together with water (10t).
  • the material enters into suction, and picks up the suction velocity along the height, so that all the material at the inlet of the pump (111) will already be in the position (12t), whereby the path (13t) acquires a speed with the height, and reaches the exit (14t).
  • a flexible blade rotor will be mounted which works the same way as the turbines of the tubular system, and thus electrical energy is obtained.
  • the rotor will decrease the outlet pressure and will uniformize the particles at the inlet of the separation system.
  • the flexible tube 15t fixed in a fork system 17t, the pin 16t.
  • There will be a movement in the pins (16t) which will be fixed on the separation platform.
  • the platform (19t) secured in a pin or flexible system (20t), which joins the platform part (211).
  • Engine (22t) which runs the water pump and the generator (25t), the water pump (23t), which pumps the water to the gravitational tower (4t), which leads to all system.
  • the winch tower (44t) has pulleys that cause the cables to be 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. You can also turn the system off by an automated security system.
  • the rope 8u has a reservoir 9u, which can be stretched in the position 10u.
  • the cable starts at position (12u) and ends at position (11u).
  • For the extreme waves will be used as in the figure.
  • the level (6w) varies in the height of the fluid outlet because the axis (10w) where around it (11w) pass the cables.
  • the shaft (10w) will be supported at the level (6w) or (8w).
  • the mechanical system (12w) in which it raises the shaft and the system to the level (8w) or lowers to the level (6). Below is no axis, it is free, the length of the cabling controls the height of the elevator.
  • the turbines have a tubular shaft, and the blades are tubular, they fit into every area of the tube, the larger tube engages the turbine, and thereafter enters the smaller tube to create a table (5x) where paddles will travel.
  • the tube In the front the tube is bigger and in the lower bottom, which the same will be a table.
  • the table (5x) which forms a sphere for a smaller pipe, where they run through the flexible blades. This table (5x) will be around the turbine.
  • the side cylinder is tube shaped.
  • the cap 19x the free area 11x, in the center there is an axis 13x, there is a float 12x around that axis 13x, this float is spherical, when the water lowers it reduces the fluid, it does not to the fluid fully. When the water grows it is braked in the lid.
  • the fixing (13x) of the box so that no sheets or obstacles pass over the pipe.
  • the rotating grille (17x), the cover (25x) can be curved on top, the cover can have reinforcements (24x).
  • the cap can be flat (19x).
  • the free area 27x rotates on an axis 24x which is attached to the frame 23x, secures it in the holes to create a solid sphere that rotates the tube 17x.
  • the tube (17x) has an internal iron (27x) that rotates about the axis.
  • the tube can rise (30x) to the frame (23x).
  • the iron (28x) is larger, on the tube, forms a table so that the structure (29x) is together with the tube (17x).
  • the structure (29x) has the function of preventing obstacles from accumulating in the system.
  • the bushing (20x) makes a support in the rotating tubular system, so that it does not scrape underneath.
  • the area of the fixed blade (6x), the attachment of the flexible blade (40x), can be seen in side view, where the flexible blade supporting the blade (41 x).
  • the flexible blade (34x) with the hard part more fulfilled.
  • the vertical tubes can be mounted with flipper 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 system (43x) creates a vacuum for water to circulate with gravitational force.
  • the ring (12x) slides over the tube (13x) which will be pressed in the same sphere as the rotating tubes. Same second sphere so it does not get dirt.
  • the cone (49y) is formed by a common tube on one side, on which is welded and screwed a cone.
  • the cone has a reinforcement and it enters the same flange, and it fits in the same flange.
  • the second cone (3y) has a flange, which is reducing the part of the tube and is almost half to half.
  • the cone (1 y) has a perfect entry on the sphere. This sphere opens at the entrance to the cone. Within the sphere is the system of flexible cylindrical blades, and the end of the blades is like a sphere. And each blade fits perfectly into the sphere.
  • the inlet of the material 5y which has been cut, has the flat top and the tubular bottom.
  • the ball is intact in the distance from the blade (14y) to the blade (15y). Depending on the number of blades and the size, the ball may vary in size.
  • the ball ends behind with a common flange and in the front where a cone enters a flange (12y) around the ball.
  • the area (6y) of the flexible blade The end (4y) where the flexible blades pass, with a minimum distance from the spheres.
  • the only flexible part is (31 y) This plastic or rubber or something similar has a lower density than that of water, but when the water enters the holes (35y) it will be pressed into the groove (34y). It has a corner for the material in front, when it gets full of water it becomes a closed system. You can also place a simple flexible blade with sheet and spring or reinforced common plate.
  • the reinforcement of the table (12z). These slopes can be all at once at the table or by parts.
  • the system (73z) that regulates the height of the table. With the axis (6z) and (7z) the position can be modified.
  • the lightest material passes through the site (78z).
  • the special plate can be vibrated in position (11z).
  • the same system can be floated with cylinders.
  • a vibration can be made manually or by machines in the tank so that the material goes forward (21z), and the heavier material needs to pass beneath the barrier (20z).
  • the special solar panel that has a conical or almost flat system. The material enters the center of the ring 25z, the cone 29z, the channel 28z around the hole 27z. The material exits in the position of the ring (25z), around this cone there is a chute (19z). All heavier material passes through the barrier (21 z), the process is repeated until clean.
  • the panel in top view (5z), the cut (18z), where it has the highest side. Channel half moon (26z), with center (27z) half moon. Four spheres (28z). This panel works on the pressed part.

Landscapes

  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Geology (AREA)
  • General Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Physics & Mathematics (AREA)
  • Fluid Mechanics (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Hydrology & Water Resources (AREA)
  • Organic Chemistry (AREA)
  • Analytical Chemistry (AREA)
  • Water Supply & Treatment (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
  • Drilling And Exploitation, And Mining Machines And Methods (AREA)

Abstract

Le système de séparation de matières consiste en un ensemble d'équipements aptes à séparer des matières allant des minéraux au pétrole brut présent dans l'océan. Il présente une conception innovante tant en termes de performance que de fonctionnalité. Le séparateur de minéraux présente un angle d'inclinaison de 5 à 20 degrés, et comprend un support possédant des 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 tables dont les courroies flottent grâce au jet projeté par des éléments de pulvérisation qui assurent un flux intense et constant d'eau à travers les tubulures disposées dans les galeries, faisant office de conduits, où ont été prévus tous les parcours des minéraux à sélectionner, à classifier et, finalement, à recueillir. Le séparateur de minéraux possède un système de séparation par magnétisme si nécessaire. Du fait des besoins en énergie au niveau des sites de séparation, l'un de ses équipements obtient de l'énergie électrique par des turbines hydrauliques, lesquelles peuvent être installées au voisinage du site du séparateur. Dans le cas où la séparation est réalisée au fond de la mer, l'énergie provient d'un équipement de captage de l'énergie des marées. Le système de séparation de pétrole brut de l'océan comprend une structure simple avec un matériel similaire à des ballons ou des parachutes, le pétrole sortant du fond de l'océan et montant jusqu'à un réservoir de sécurité.
PCT/BR2018/050381 2017-10-18 2018-10-18 Système de séparation de matières WO2019075539A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
BR102017022462A BR102017022462A8 (pt) 2017-10-18 2017-10-18 Sistema para separação de materiais
BRBR1020170224627 2017-10-18

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WO2019075539A1 true WO2019075539A1 (fr) 2019-04-25

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BR202022006858U2 (pt) * 2022-04-08 2023-10-24 Plus Participações S.A. Transportador classificador de minerais

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BR202013008841U2 (pt) * 2013-04-11 2014-12-09 Johann Hoffmann Turbinas hidráulicas em equilíbrio com a natureza
CA2922343A1 (fr) * 2013-08-29 2015-03-05 John Christopher Mitchell Separateur liquide-solide
BR102013005032A2 (pt) * 2013-03-01 2015-06-23 Johann Hoffmann Separadora de minerais
US20160096126A1 (en) * 2014-10-06 2016-04-07 Guido Frankenberger Conveyor belt filter device
US20160160614A1 (en) * 2013-07-24 2016-06-09 Shell Oil Company Subsea containment separator
WO2017024369A2 (fr) * 2015-08-13 2017-02-16 Johannes Hoffmann Système de séparation de matières

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB263693A (fr) *
GB319068A (en) * 1928-06-19 1929-09-19 Robert Arnold Blakeborough Improvements in apparatus for straining liquids
US3850804A (en) * 1972-12-22 1974-11-26 Rex Chainbelt Inc Screens for water intake systems
US4040952A (en) * 1975-02-26 1977-08-09 Passavant-Werke Michelbacher Hutte Traveling band screen
FR2368581A1 (fr) * 1976-10-25 1978-05-19 Keruzore Francois Dispositif permettant de recueillir les hydrocarbures echappes des petroliers naufrages
US4629904A (en) * 1984-03-21 1986-12-16 Rojo Jr Agustin Micro-hydroelectric power plant
US5043059A (en) * 1988-04-27 1991-08-27 Ponomarev Grigory M Concentrator for beneficiating minerals
US5415766A (en) * 1994-03-02 1995-05-16 Envirex Inc. Traveling water screen including boot seal
BRPI0409203A (pt) * 2003-04-04 2006-03-28 Univ Newcastle Res Ass lavadora de transbordamento
US20050005592A1 (en) * 2003-07-07 2005-01-13 Fielder William Sheridan Hollow turbine
WO2007086750A1 (fr) * 2006-01-25 2007-08-02 Craft Services As Dispositif pour generateur houlomoteur
US20100310376A1 (en) * 2009-06-09 2010-12-09 Houvener Robert C Hydrokinetic Energy Transfer Device and Method
JP2011001920A (ja) * 2009-06-21 2011-01-06 Noriaki Fujimura 潮流発電方式
WO2011140622A1 (fr) * 2010-05-14 2011-11-17 Engenhoca 18 Administração De Patentes Ltda; Dispositif collecteur d'huile provenant d'une fuite et dispositif de stockage d'huile
US20130108369A1 (en) * 2010-07-13 2013-05-02 Wulf Splittstoeßer Safeguarding arrangement for collecting a fluid escaping into a body of water
US8173012B1 (en) * 2010-09-17 2012-05-08 Hue Nguyen Che Marine oil leak recovery and marine petroleum mining method
BR102013005032A2 (pt) * 2013-03-01 2015-06-23 Johann Hoffmann Separadora de minerais
BR202013008841U2 (pt) * 2013-04-11 2014-12-09 Johann Hoffmann Turbinas hidráulicas em equilíbrio com a natureza
US20160160614A1 (en) * 2013-07-24 2016-06-09 Shell Oil Company Subsea containment separator
CA2922343A1 (fr) * 2013-08-29 2015-03-05 John Christopher Mitchell Separateur liquide-solide
US20160096126A1 (en) * 2014-10-06 2016-04-07 Guido Frankenberger Conveyor belt filter device
WO2017024369A2 (fr) * 2015-08-13 2017-02-16 Johannes Hoffmann Système de séparation de matières

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BR102017022462A8 (pt) 2022-10-04

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