Patent Application
20220065215
Disclosed is an apparatus that floats at the surface of a body of water over which waves pass. Passing waves cause a nominally vertical axis of the apparatus to tilt away from an axis normal to the resting surface of the body of water. Tilting of sufficient magnitude and duration allows a fluid to flow through a channel that in an un-tilted apparatus would require the gravitational potential energy of the fluid to increase (i.e., to flow uphill), but, because of the tilt allows the fluid to flow through the channel in a downhill direction. Flowing water is trapped at a plurality of levels which in an un-tilted apparatus are higher than the respective levels from which the fluid has flowed. A subsequent tilt of the apparatus in a sufficiently different direction, and of a sufficient magnitude and duration, causes the trapped water to flow to new, yet higher levels. Successive wave-driven tilts of the apparatus incrementally raise water to a height and/or head from which a portion of its gravitational potential energy can be released, and/or converted to electrical power, by causing the water to return to a lower level by flowing through a water turbine thereby energizing an operationally connected generator, or through some other apparatus that performs a useful function when supplied with a flow of high-pressure water.
Extracting energy from ocean waves has proven to be a difficult endeavor. Complex devices are expensive and tend to be fragile. And devices with articulating elements are prone to damage during storms. In fact, devices with moving parts tend to require frequent maintenance and repair and therefore produce power that tends to be prohibitively expensive.
What has been needed is a wave-energy conversion technology, apparatus, and/or technology that is simple, has a minimum number of moving parts, and has no articulating elements. What has been needed is a wave-energy conversion technology, apparatus, and/or technology that requires little, if any, maintenance or repair over a reasonable (e.g. 30-year) lifetime and produces electrical power at a cost lower than that produced through the burning of fossil fuels.
Disclosed is a mechanism, apparatus, system, and method which permits rich, and currently under-utilized, natural and renewable marine energy resources to be efficiently harvested and put to good purpose, offsetting and potentially supplanting a portion of the electrical power generated on land and/or through the burning of fossil fuels. The foregoing is achieved by an object floating at the surface of the ocean that will tend to be moved by passing waves. Floating objects may rise and fall. They may move back and forth. However, they also tend to tilt about a vertical axis (i.e. to pitch and/or roll).
When tilted, a first position on a floating object that would (in the absence of waves and the resulting tilting of the object) be below a second position on the object, may, during at least a portion of the tilt, e.g., the most angularly extreme portion, and/or the portion of greatest tilt, be above the second position. Thus, whereas a fluid might not flow from the first position to the second position in a resting object, i.e. an object free from waves and tilt, during a tilt of sufficient angularity and duration fluid would indeed flow from the first to the second position. And, when such a tilt has ended, perhaps through a manifestation of a new tilt in a different direction, a fluid that flowed from the first to the second position would find itself higher and with greater gravitational potential energy than before it flowed from the first to the second position.
By repeating such a pattern of nominally “uphill” flows, e.g. from one side of the object to another side, the height of a fluid might be raised to a substantial degree, e.g., by 50 meters, above the mean level of the resting body of water, and the resulting significant increase in the gravitational potential energy of that fluid might then be converted into electrical power by passing that fluid through a water turbine. Alternately, its increased head pressure might be used to desalinate water or facilitate the extraction of minerals (or other chemicals or compounds) from seawater, e.g. by passing the water through an adsorbent substance or a membrane.
Disclosed is an apparatus that utilizes the tilting motion imparted to it by passing waves to incrementally raise water (or another liquid) above the level of the resting surface of the body of water on which the apparatus floats. The disclosed tilt-induced raising of water may be accomplished by and/or with a variety of embodiments, designs, architectures, and/or components. The embodiments, designs, architectures, and/or components, disclosed herein are offered as examples and are not exhaustive nor limiting. The scope of the present invention includes all embodiments which utilize a wave-induced tilting of the embodiment in order to raise any kind of fluid above a resting and/or original level. The scope of the present invention includes all embodiments which utilize at least a portion of the fluid raised in response to its tilting for any useful purpose, including, but not limited to, the generation of electrical power, and the pressure-induced transmission of a fluid through a membrane for the purpose of desalination and/or mineral extraction.
The scope of the present invention includes, but is not limited to, embodiments that raise any fluid from an initial height to a greater height, and/or raise any fluid above the resting level of the body of fluid (e.g., the body of water on which an embodiment floats) from which the raised fluid originated. The scope of the present invention includes, but is not limited to, embodiments in which the fluid raised is water, seawater, liquid ammonia, liquid hydrogen, liquid air, ethanol, methanol, oil, any compound, chemical, or fluid containing an atom of carbon, liquid nitrogen, or liquid oxygen.
For convenience, any reference to an embodiment that uses water as its working fluid should be understood to represent additional embodiment's that use any other type, variety, and/or kind of working fluid.
The scope of the present invention includes, but is not limited to, embodiments that raise any fluid in the presence of, and/or through, any gas including, but not limited to: air, nitrogen, hydrogen, oxygen, methane, and ethane.
For convenience, any reference to an embodiment that uses air as the gas through which its working fluid flows should be understood to represent additional embodiment's that use any other type, variety, and/or kind of gas in place of, or in addition to, air.)
The scope of the present invention includes, but is not limited to, embodiments in which water is pooled, trapped, contained, held, deposited, and/or enclosed, in any type, design, shape, size, volume, and/or manner of enclosure, chamber, pocket, pool, basin, vessel, canister, valley, crevice, depression, and/or bowl. Some embodiments hold water within enclosures that are connected to other enclosures by means of pipes. These types of embodiments and/or enclosures may be fully enclosed with the exception of their connections to pipes. Some embodiments hold water within basins that are connected to other basins by means of ramps. These types of embodiments and/or enclosures may be fully enclosed with the exception of apertures connecting to ramps that carry water away or into the respective basins. Some embodiments hold water within enclosures that are connected to other enclosures by means of one-way valves. These types of embodiments and/or enclosures are typically adjacent to one another and share at least one wall with another enclosure. These types of embodiments and/or enclosures may be fully enclosed with the exception of their connections to one-way valves.
Some embodiments that hold water within enclosures also include holes, apertures, one-way valves, and/or other ventilating connections to gases outside the enclosures. Such holes, apertures, one-way valves, and/or other ventilating connections are useful in preventing the development of suctions that may inhibit the flow of water between enclosures.
Some embodiments in which water flows over, through, and/or by means of, ramps may include holes, apertures, one-way valves, and/or other ventilating connections to gases outside the spaces above and/or around the ramps, within the side walls guiding the flow of the water . Such holes, apertures, one-way valves, and/or other ventilating connections are useful in preventing the development of suctions that may inhibit the flow of water between enclosures.
The scope of the present invention includes, but is not limited to, embodiments in which water-holding chambers, enclosures, pockets, pools, basins, vessels, canisters, valleys, crevices, depressions, bowls, and/or ramps are arranged in any position, design, distribution, geometry, architecture, and/or placement, whether relative or absolute. Embodiments of the present disclosure include, but are not limited to: those in which enclosures are arranged in stacked rows at opposite sides of the embodiments; those in which enclosures are arranged in a single stacked circular row about a center of each embodiment; those in which enclosures are arranged in inner and outer stacked circular rows about a center of each embodiment (in which the outer circular stacked row is concentric with the inner circular stacked row); those in which enclosures are arranged in a plurality of concentric stacked circular rows about a center of each embodiment; and those in which enclosures are arranged in a radial fashion about a vertical longitudinal axis of each embodiment causing water to flow in a spiral fashion.
The scope of the present invention includes, but is not limited to, embodiments containing any number of chambers, enclosures, pockets, pools, basins, vessels, canisters, valleys, crevices, depressions, bowls, and/or ramps. The scope of the present invention includes embodiments containing any number of levels, and/or mean enclosure heights (e.g. above each embodiment's mean waterline), of their respective chambers, enclosures, pockets, pools, basins, vessels, canisters, valleys, crevices, depressions, bowls, and/or ramps. The scope of the present invention includes embodiments that raise water to any level, distance, height, and/or elevation, relative to the level of the raised water's origin.
The scope of the present invention includes, but is not limited to, embodiments in which water tends to flow within and/or parallel to a vertical plane. The scope of the present invention includes, but is not limited to, embodiments in which water tends to flow in a radial pattern that when projected onto a horizontal plane of each embodiment (e.g. normal to a vertical longitudinal axis of each embodiment), tends to travel from one side of the embodiment to another side while passing through or near the center of the embodiment. The scope of the present invention includes, but is not limited to, embodiments in which water tends to flow in a radial pattern that when projected onto a horizontal plane of each embodiment (e.g. normal to a vertical longitudinal axis of each embodiment), tends to travel from a position near an outer perimeter of the embodiment toward and/or to a position near the center of the embodiment, and then from a position near the center of the embodiment to a position near an outer perimeter of the embodiment. The scope of the present invention includes, but is not limited to, embodiments in which water tends to flow in a circumferential pattern that when projected onto a horizontal plane of each embodiment (e.g. normal to a vertical longitudinal axis of each embodiment), tends to travel in circular paths approximately concentric with the center of the embodiment and/or a vertical longitudinal axis thereof. The scope of the present invention includes, but is not limited to, embodiments in which water tends to flow in a spiral pattern that rises about a vertical longitudinal axis in a screw-like pattern.
The scope of the present invention includes, but is not limited to, embodiments in which at least one enclosure allows water to flow to only one other enclosure. The scope of the present invention includes embodiments in which at least one enclosure allows water to flow to two other enclosures. The scope of the present invention includes embodiments in which at least one enclosure allows water to flow to three or more other enclosures.
The scope of the present invention includes, but is not limited to, embodiments in which the water-holding chambers, enclosures, pockets, pools, basins, vessels, canisters, valleys, crevices, depressions, bowls, and/or ramps, are separated from the fluidly connected other water-holding chambers, enclosures, pockets, pools, basins, vessels, canisters, valleys, crevices, depressions, bowls, and/or ramps, to which their water flows, by any distance. In other words, the scope of the present invention includes embodiments in which water flows by any horizontal distance, any vertical distance, and any total distance, during any single tilt of the embodiments.
Embodiments of the present disclosure include, but are not limited to, those in which water flows a horizontal distance of 5 meters, 10 meters, 20 meters, 30 meters, and 50 meters. Embodiments of the present disclosure include, but are not limited to, those in which water flows a vertical distance of 10 cm, 20 cm, 50 cm, 1 meter, 2 meters, 3 meters, and 4 meters.
The scope of the present invention includes, but is not limited to, embodiments in which fluid flows through any type of pipe, conduit, channel, or valve. The scope of the present invention includes embodiments in which fluid flows through a channel of any length, any cross-sectional shape, any cross-sectional area. The scope of the present invention includes embodiments in which fluid flows through a channel incorporating any type of valve, and type of anti-suction aperture, valve, or mechanism.
The scope of the present invention includes, but is not limited to, embodiments in which any angle of tilt, i.e., tilt of any zenith angle, within any vertical plane, must be reached or exceeded before water flows between at least one pair of water-holding enclosures. The scope of the present invention includes, but is not limited to, embodiments in which the angle of tilt, within any vertical plane, that must be reached or exceeded before water flows between at least one pair of water-holding enclosures is 3 degrees, 5 degrees, 7 degrees, 10 degrees, 15 degrees, 20 degrees, and 30 degrees.
The scope of the present invention includes, but is not limited to, embodiments in which the azimuthal angle of tilt, i.e., relative to an orientation of the embodiment, determines which subset of an embodiment's plurality of water-flow channels are characterized by active flows of water, and which are characterized by no flow. The scope of the present invention includes, but is not limited to, embodiments in which the repeated tilting of the embodiments at a variety of azimuthal angles of tilt, e.g., at approximately opposite azimuthal angles of tilt, results in a series of azimuthal-angle-of-tilt-specific water flows that act in series to raise a fluid from a lower elevation to a higher elevation.
With respect to any particular embodiment, the amount of tilt that must be reached or exceeded before water flows between at least one pair of water-holding enclosures tends to be correlated with the incremental vertical distance that must be travelled in order for water to move from one enclosure to another (e.g., the average height of the enclosures and/or their relative vertical offsets between levels).
With respect to any particular embodiment, the amount of tilt that must be reached or exceeded before water flows between at least one pair of water-holding enclosures tends to be inversely correlated with the horizontal distance that must be travelled in order for water to move from one enclosure to another (e.g. the average length of the pipes or ramps through which water flows between enclosures).
The scope of the present invention includes, but is not limited to, embodiments in which a fluid flow through a relatively long channel leading from a relatively lower elevation and/or height within the embodiment to a relatively higher elevation and/or height within the embodiment is achieved through a series of consecutive constituent fluid flows through relatively short channels—each relatively short channel leading from an preceding intermediate fluid repository to a succeeding fluid repository.
Fluid flow from from lower-level intermediate fluid repository to a succeeding fluid repository is all or nothing, i.e., if the fluid fails to flow into the succeeding fluid repository then it will tend to flow back into the lower-level intermediate fluid repository. Fluid within an intermediate fluid repository will tend to remain trapped within that intermediate fluid repository unless and until the embodiment of which it is a part experiences and/or is subjected to a “sufficient and/or favorable tilt,” i.e., a tile characterized by a specific and sufficient azimuthal angle (with respect to the embodiment), a sufficient zenithal angle (with respect to the embodiment's nominal vertical orientation), and a sufficient duration (providing enough time for fluid to flow from a particular intermediate fluid repository to a succeeding fluid repository).
An otherwise favorable tilt of insufficient duration may see a fluid flow out of an intermediate fluid repository, toward a succeeding intermediate fluid repository, only to stop flowing prior to entering the succeeding intermediate fluid repository, and then flowing back into the intermediate fluid repository from which it originated, e.g., when the zenithal angle of tilt falls below the minimum zenithal angle of tilt required for flow before the incremental flow has been completed.
However, with respect to a flow channel fluidly connecting preceding and succeeding intermediate fluid repositories, the combination of the flow channel and either of its adjacent fluidly connected fluid repositories may be likened to a fluid diode in the sense that in response to a favorable tilt gravity will draw the fluid in one intermediate fluid repository through a connecting fluid channel and deposit it in a succeeding intermediate fluid repository. However, in response to unfavorable tilts of the respective embodiment, fluid remains trapped within an intermediate fluid repository. Thus, an intermediate fluid repository, in conjunction with an inter-repository fluid channel is analogous to, and/or constitutes, a fluid diode in which a fluid flows primarily if not entirely in a single direction within the larger, complete, and/or composite, fluid channel of which it is a part.
A particular constituent fluid diode, within an embodiment's complete, comprehensive, and/or composite, fluid channel will typically permit, facilitate, and/or manifest, a gravitationally-induced fluid flow in response to tilts of the embodiment occurring within a relatively narrow range of azimuthal angles, i.e., the fluid diode's active, responsive, and/or enabled, azimuthal angles. However, by adapting and/or configuring an embodiment's composite fluid channel such that the individual composite fluid diodes of which it is comprised have overlapping, complementary, and/or different active azimuthal angles, the azimuthal tilt angles to which an embodiment might be expected to experience, e.g., when mounted on a platform or buoy floating adjacent to an upper surface of a body of water over which waves pass, will tend to result in an incremental but steady flow of fluid from the inlet of the embodiment's fluid channel to its outlet.
The reason that an individual fluid diode of the present disclosure manifests fluid flow (in the preferred direction of flow, from lower to higher elevations) is because the fluid diode incorporates, utilizes, and/or includes, an inclined fluid channel, an elevating fluid conduit, an inclined fluid ramp, etc., that connects a preceding intermediate fluid repository and a succeeding intermediate fluid repository. And, an angularly favorable tilt is one whose azimuthal angle, and zenithal angle, are sufficient to change a nominally inclined fluid channel (i.e., inclined with respect to an embodiment-specific frame of reference) connecting a serially adjacent pair of intermediate fluid repositories into a fluid channel that is, because of the azimuthal and zenithal angles of the tilt, effectively, and/or with respect to gravity, a descending and/or downhill fluid channel through which gravity draws fluids to flow from the preceding to the succeeding intermediate fluid repositories. And, if such an angularly favorable tilt lasts long enough, the fluid contents of a preceding intermediate fluid repository may be entirely transferred by a gravitationally-induced flow through a connecting fluid channel to a succeeding intermediate fluid repository.
In the description of the present disclosure, the fluid channels fluidly connecting serially adjacent, and/or sequential, intermediate fluid repositories, may be referred to as a variety of terms, including, but not limited to: inclined channel, elevator conduit, elevator ramp, and ascending channel, or any variation thereof. In the description of the present disclosure, the intermediate fluid repositories which hold, trap, and/or capture, fluid between favorable tilts, may be referred to as a variety of terms, including, but not limited to: fluid repositories, and catchment basins. In the description of the present disclosure, the points, planes, apertures, and/or seams, at which inclined channels are fluidly connected to respective (i.e., preceding or succeeding) intermediate fluid repositories, and/or at which fluid diodes are interconnected, utilize terminology that is relative to the context of the reference, e.g., a fluid channel carrying fluid to an intermediate fluid repository may be referred to as an inlet channel, an inlet aperture, a source conduit, etc.; and, a fluid channel carrying fluid from an intermediate fluid repository may be referred to as an outlet channel, an outlet aperture, a receiving conduit, etc. Therefore, depending upon the context of a discussion and/or description, a particular fluid channel might be referred to as both an inlet channel and an outlet channel. Similarly, depending upon the context of a discussion and/or description, a particular intermediate fluid repository might be referred to as both a source fluid repository and a receiving fluid repository. Similarly, planes through which fluid flows within and/or between intermediate fluid repositories, fluid channels, and/or fluid diodes, might be referred to as apertures, e.g., inlet apertures and outlet apertures (depending upon the context of a discussion and/or description).
An embodiment's fluid channel is intended to raise fluid from a relatively lower height to a relatively greater height in response to tilting of the embodiment in response to external, e.g., environmental, buffeting of the embodiment. Therefore, the individual fluid diodes of which an embodiment's fluid channel is comprised tend to be oriented such that at least a range of approximately opposite azimuthal tilt angles will tend to move fluid from one intermediate fluid repository to another in response to a tilt of a first azimuthal angle, and then move it from that receiving intermediate fluid repository to another in response to a tilt of a second azimuthal angle, where the first and second azimuthal angles are approximately opposite, and/or different by approximately 180 degrees.
An embodiment of the present disclosure tends to elevate fluid through its serially and fluidly connected fluid diodic channels in response to tilting characterized by favorable azimuthal angles that differ by approximately 180 degrees. Another embodiment of the present disclosure tends to elevate fluid through its serially and fluidly connected fluid diodic channels in response to tilting characterized by favorable azimuthal angles that differ by approximately 120 degrees. Other embodiments of the present disclosure tend to elevate fluid through their respective serially and fluidly connected fluid diodic channels in response to tilting characterized by favorable azimuthal angles that differ by angles, including, but not limited to: 90 degrees, 60 degrees, 45 degrees, 30 degrees, 20 degrees, and 15 degrees. An embodiment of the present disclosure tends to elevate fluid through its serially and fluidly connected fluid diodic channels in response to tilting characterized by favorable azimuthal angles of any degree, and/or tilting characterized by any azimuthal angle.
An embodiment of the present disclosure utilizes intermediate inclined channels to fluidly connect intermediate fluid repositories such that a source of tilting action at the embodiment (e.g., wave action) will periodically, incrementally, sequentially, and/or approximately continuously, cause its constituent intermediate inclined channels to become reoriented with respect to gravity such that gravity causes fluid to flow from an intermediate fluid repository of a first elevation and/or height (relative to the embodiment) to another intermediate fluid repository of a second elevation and/or height (relative to the embodiment), wherein the second elevation is greater than the first. In this way, the embodiment incrementally, sequentially, step-wise, and/or impulsively, elevates fluid within its fluid channel from a relatively lower elevation to a relatively higher elevation, thereby imparting to the fluid gravitational potential energy and/or head pressure that may be used to energize a fluid turbine and/or for some other useful purpose.
Because a particular fluidic diode of the present disclosure manifests fluid flow within its respective nominally-inclined fluid channel in response to a tilt of a particular azimuthal direction, and only while that tilt is also of at least a threshold zenithal angle, a fluidic diode of the present disclosure behaves in a periodic manner, akin to a gated or digital circuit. And, because tilting of an embodiment will, depending upon its configuration and the environment in which it operates, tend to be cyclic with the tilting in one azimuthal direction being following by an approximate return to a vertical orientation prior to again being tilted in a different azimuthal (e.g., in an approximately opposite) direction, the environmental and/or ambient source tending to tilt an embodiment of the present disclosure, the ambient source of an embodiment's tilting tends to act as a clocking and/or gating signal to the embodiment. From this perspective, an embodiment of the present disclosure might be seen as analogous to a digital circuit that moves data from an input register, to another register, and to another, and to another, and so on . . . until that data is presented at an output register—where embodiments of the present disclosure move fluid instead of data, and the clock signals and energy which gate and drive the movements are provided by the external source of the embodiment's tilting.
With respect to an embodiment of the present disclosure that is mounted to, and/or incorporates, a buoyant structure, waves acting at the embodiment and causing it to tilt, e.g., in one azimuthal direction of tilt when approaching a wave crest, and in an approximately opposite azimuthal direction of tilt when approaching a wave trough, provide the embodiment's fluid channel, and the fluid diodes of which it is comprised, with a gating, timing, and/or clocking signal which regulates the flow of fluid through the embodiment's fluid diodes. Those wave-induced tilts of the embodiment then periodically allow gravity, and a tilt-induced gravitational potential energy with respect to individual fluid diodes, to move fluid within the embodiment's fluid channel from one or more fluid diodes to respective succeeding fluid diodes. The fluid diodes of which the embodiment's fluid channel is comprised allow fluid to move higher within the embodiment, and with respect to the embodiment's frame of reference, when the embodiment experiences tilts favorable to each respective fluid diode. Those fluid diodes prevent the water within them from flowing backward within the embodiment's fluid channel when the embodiment's tilt is not favorable to its forward flow. Thus, in response to tilting of an embodiment, fluid flows incrementally from fluid diode to fluid diode in a pattern that eventually elevates fluid to an elevated outlet from which its wave-derived gravitational potential energy may be efficiently harvested.
Because of their dependence upon gravity to cause fluid to flow within and/or through them, the fluid diodes of which an embodiment of the present disclosure may be comprised may be referred to as gravitational fluidic diodes. And, the fluid channel of an embodiment might be described as a fluidly connected concatenation of gravitational fluidic diodes.
The scope of the present invention includes, but is not limited to, embodiments in which any duration of tilt (i.e. duration of tilt that reaches or exceeds a requisite minimum tilt angle), is required for the complete contents of one enclosure to flow into another enclosure. The scope of the present invention includes, but is not limited to, embodiments in which the duration of tilt that must be reached or exceeded before the complete contents of one enclosure is able to flow into a fluidly connected enclosure is 1 second, 3 seconds, 5 seconds, 7 seconds, 9 seconds, 11 seconds, 13 seconds, and 15 seconds.
The scope of the present invention includes, but is not limited to, embodiments in which flotation adjacent to the surface of a body of water is achieved by means of a buoy or buoyant structure of any shape, size, and/or volume. The scope of the present invention includes, but is not limited to, embodiments in which the buoy is in the shape of a short broad cylinder in which an axis of radial symmetry is vertical (i.e. a buoy shaped like a “puck). The scope of the present invention includes, but is not limited to, embodiments in which the buoy is in the shape of a “teardrop” in which an axis of radial symmetry is vertical, and the bulbous end is at a relatively great depth while the pointy end is at or above the surface. The scope of the present invention includes, but is not limited to, embodiments in which the buoy is in spherical in shape. The scope of the present invention includes, but is not limited to, embodiments in which the buoy is cylindrical in shape, with a nominally vertical radial axis of symmetry, in which the length of the cylinder is approximately equal to, or greater than, the diameter of the cylinder. And, the scope of the present invention includes, but is not limited to, embodiments in which the buoy is cylindrical in shape, with a nominally horizontal radial axis of symmetry, in which the length of the cylinder is greater than the diameter of the cylinder.
The scope of the present invention includes, but is not limited to, embodiments, and/or their respective buoys, of any size, diameter, width, height, draft, freeboard, waterplane area, displacement, and/or volume.
The scope of the present invention includes, but is not limited to, embodiments in which a width of the embodiment, and/or its respective buoy, is 3 meters, 5 meters, 10 meters, 20 meters, 30 meters, 50 meters, 75 meters, 100 meters, and 150 meters.
The scope of the present invention includes, but is not limited to, embodiments characterized by any nominal and/or average rate of water flow to an uppermost height, level, elevation, and/or head. The scope of the present invention includes, but is not limited to, embodiments, characterized by a nominal and/or average rate of water flow to an uppermost height, level, elevation, and/or head that is approximately 1 liter per second, 10 liters per second, 100 liters per second, 1,000 liters per second, 10,000 liters per second, 100,000 liters per second, and 1 million liters per second.
The scope of the present invention includes, but is not limited to, embodiments, characterized by a nominal flow of water from a point, pool, and/or body of origin, to an uppermost height, level, elevation, and/or head, that is separated from the respective point, pool, and/or body of origin, of approximately 5 meters, 10 meters, 15 meters, 20 meters, 25 meters, 40 meters, 50 meters, 60 meters, 80 meters, 100 meters, 150 meters, and 200 meters.
The scope of the present invention includes, but is not limited to, embodiments in which the water raised to a higher level, elevation, or head, is drawn, at least in part, from the body of water on which the embodiment floats. The scope of the present invention includes, but is not limited to, embodiments in which the water raised to a higher level, elevation, or head, is drawn, at least in part, from an enclosed reservoir of water to which the raised water is returned after its passage through a generator, desalination membrane, mineral absorption pad, or other water pressure processing mechanism, apparatus, component, material, and/or system.
The scope of the present invention includes, but is not limited to, embodiments which incorporate a mechanism, design feature, apparatus, and/or valve, that permits rising water to be utilized (e.g., to be sent through a water turbine) at a height, level, elevation, and/or head, less than the maximum possible height, level, elevation, and/or head. Such a reduction in the height, level, elevation, and/or head to which water is permitted to rise before its gravitational potential energy and/or head pressure is utilized may allow the efficiency, performance, and/or output of the embodiments to be increased when the energy of the waves buffeting the embodiments is less than the nominal level for which the embodiments were optimized.
The scope of the present invention includes, but is not limited to, embodiments which incorporate a mechanism, design feature, apparatus, and/or valve, that permits rising water to “spill over”, and/or bypass a water turbine or other flow restrictor, and thereby escape the water-lifting power takeoff, and/or directly return to the body of water from which it originated. Such a bypass of water provides a useful adaptation and/or option to avoid damage during periods of operation characterized by waves of excessive energy.
The scope of the present invention includes, but is not limited to, embodiments which utilize water raised therein to generate electrical power. Some of these types of embodiments may use at least a portion of the electrical power so generated to power computers, and/or computing circuits, in order to perform calculations and complete computing tasks downloaded to the embodiments via direct network connections (e.g. via subsea data cables) and/or via radio communications (e.g. received from satellites), and to subsequently return computational results to one or more remote computers and/or computing stations or networks via direct network connections (e.g. via subsea data cables) and/or via radio communications (e.g. transmitted to and/or via satellites). Some of these types of embodiments may use at least a portion of the electrical power so generated to electrolyze water (or seawater) and produce hydrogen.
The scope of the present invention includes, but is not limited to, embodiments which utilize water raised therein to desalinate water. The scope of the present invention includes, but is not limited to, embodiments which utilize water raised therein to extract minerals from seawater.
The scope of the present invention includes embodiments constructed, fabricated, incorporating, and/or made of, any material. The scope of the present invention includes, but is not limited to, embodiments fabricated, at least in part, of steel, aluminum, another metal, concrete, another cementitious material, fibrous materials (e.g., bamboo, or cellulose), or plastic.
Disclosed is an improved energy harvesting system that is capable of utilizing at least a portion of the energy which it generates in order to perform an energy-intensive task. The scope of the present invention includes embodiments in which any or all of the energy harvested by the respective embodiments is utilized by any device-specific, and/or embodiment-specific, application, process, transformation, mechanism, device, synthesis, conversion, activity, harvesting (e.g., of an element, a chemical, a substance), and/or any other task that results in the production, creation, collection, and/or accumulation, of any material, substance, solid, liquid, gas, information, and/or product that has a value, benefit, and/or utility with respect to any consumer, person, animal, environment, and/or place.
The scope of the present invention includes, but is not limited to, embodiments which are moored to a solid substrate lying beneath the body of water on which the embodiments float. For instance, the scope of the present invention includes, but is not limited to, embodiments which are moored to a seafloor near a land mass and/or coastline. Such embodiments may transmit at least a portion of the electrical power, computational results, desalinated water, hydrogen, or other useful product, that they produce to a land mass via a cable, tube, channel, wire, and/or other transmission conduit.
The scope of the present invention includes, but is not limited to, embodiments which are free-floating and/or self-propelled. Such embodiments may operate adjacent to the surface of portions of the sea that are very deep (e.g. deeper than one mile). Such embodiments may operate very far from a shore and/or land mass. Such embodiments may generate electrical power and utilize at least a portion of that power to perform computational tasks received via radio transmission and/or satellite. Such embodiments may generate electrical power and utilize at least a portion of that power to refine metals (such as aluminum). Such embodiments may generate electrical power and utilize at least a portion of that power and/or pressure to generate desalinated water.
The scope of the present invention includes, but is not limited to, embodiments which propel themselves by means of a variety of methods, systems, nodes, techniques, mechanisms, machines, modules, and/or technologies, in order to generate the thrust to propel themselves across the surface of the body of water on which they operate. These mechanisms may include, but are not limited to: rigid sails, flexible sails, electrically-powered motor-driven propellers, chemically-powered engine-driven propellers, electrically- and/or chemically-powered ducted fans, directed exhausts from oscillating water columns, water jets, Flettner rotors, sea anchors and/or drogues deployed to relatively shallow depths (e.g., 30 meters), sea anchors and/or drogues deployed to relatively great depths (e.g., 1,000 meters), and structural appendages, columns, etc., that extend down into the water column.
The scope of the present invention includes, but is not limited to, embodiments which convert at least a portion of the energy of incident waves into electrical power, at least a portion of which is used to power computers that perform computational tasks they receive from remote computers, networks, and/or stations, e.g., via transmissions from satellites, and which is used to return computational results to remote computers, networks, and/or stations, e.g., via transmissions to satellites.
Each such embodiment of the current disclosure incorporates, includes, and/or utilizes a plurality of electronic computational nodes, computers, mechanisms, modules, systems, assemblages, circuits, processors, and/or machines, of types and/or categories including, but not limited to, the following:
1. computational components such as:
CPUs, CPU-cores, inter-connected logic gates, ASICs, RAM, flash drives, SSDs, hard disks, GPUs, quantum chips, optoelectronic circuits, analog computing circuits, encryption circuits, and/or decryption circuits
2. computational circuits capable of processing tasks, including, but not limited to:
machine learning, neural networks, cryptocurrency mining, graphics processing, image object recognition and/or classification, image rendering, quantum computing, financial analysis and/or prediction, and/or artificial intelligence.
3. computational circuits characterized by architectures typical of:
“blade servers,” “rack-mounted computers and/or servers,” and/or supercomputers.
The computing tasks executed, performed, and/or completed by such embodiments of the current disclosure may be of an arbitrary nature. Moreover, such embodiments may incorporate and/or utilize specialized circuits, networks, architectures, and/or peripherals that facilitate their execution of specific types of computing tasks. Each such embodiment's receipt of a computational task, and its return of a computational result, may be accomplished through the transmission of data across satellite links, fiber optic cables, LAN cables, radio (e.g., device-to-shore, device-to-device, device-to-drone-to-device, etc.), modulated light, microwaves, and/or any other channel, link, connection, and/or network.
Such embodiments may dissipate at least a portion of the heat generated by the computational nodes therein by transmitting that heat (e.g. passively and/or conductively) to the water on which the device floats, and/or to the air around it.
An embodiment of the current disclosure includes, incorporates, and/or utilizes, machines, systems, modules, apparati, processors, and/or nodes, that are energized, at least in part, by power generated by the embodiment in response to, and/or as a consequence of, waves moving across and/or through that body of water on which it floats, and which use at least a portion of that energy to generate, synthesize, extract, capture, and/or accumulate, a chemical (e.g., hydrogen gas).
An embodiment of the current disclosure utilizes at least a portion of the power that it extracts from ambient waves to electrolyze seawater and generate hydrogen gas, which it then compresses, and/or liquefies, and stores within a compartment and/or chamber.
This disclosure, as well as the discussion regarding same, is made in reference to wave energy converters on, at, or adjacent to, the surface of an ocean. However, the scope of this disclosure applies with equal force and equal benefit to wave energy converters and/or other devices on, at, or adjacent to, the surface of an inland sea, a lake, and/or any other body of water or fluid.
The scope of the present invention includes, but is not limited to, embodiments which communicate with other embodiments; communicate with planes; communicate with shore stations; communicate with satellites; and/or communicate with networks.
The scope of the present invention includes, but is not limited to, embodiments which communicate by means of radios, lasers, quantum-encoded channels, and/or other communication modalities.
The scope of the present invention includes, but is not limited to, embodiments which include, incorporate, and/or utilize a variety of navigational equipment, nodes, technologies (e.g., radars, sonars, LIDARS).
The scope of the present invention includes, but is not limited to, embodiments which include, incorporate, and/or utilize a variety of sensors (e.g., cameras, radars, sonars, LIDARS, echo locators, magnetic).
The scope of the present invention includes, but is not limited to, embodiments which include, incorporate, and/or utilize sensors that measure, characterize, and/or evaluate:
winds, waves, currents, atmospheric pressures, relative humidities, and/or other environmental factors;
potential hazards, e.g., ships, ice bergs, floating debris, oil slicks, water depths, subsurface topographies, shore lines, reefs, etc.;
ecological objects of interest, e.g., whales, turtles, fish, birds, plankton, etc.; and/or,
environmental and/or ecological degradations, e.g., pollutants, illegal fishing, illegal dumping, etc.
All derivative embodiments, combinations of embodiments, and variations thereof, are included within the scope of this disclosure.
An embodiment of the present disclosure is propelled by means of a flexibly connected autonomous surface vessel (ASV), e.g., an automated boat or tug. Embodiments of the present disclosure need not be propelled by means of modules, systems, mechanisms, and/or machines, incorporated within them, nor fixedly attached to them. Propulsion may be provided by any means, devices, vessels, and/or other external energy-consuming machines, regardless of the manner, method, and/or type of connection by which and/or through which their propulsive forces are transmitted to their respective embodiment(s).
A water-holding chamber (i.e. “chamber”) 101 is fluidly connected to a plurality of inlet pipes and/or apertures 102 through which water may enter the chamber 101. Chamber 101 is fluidly connected to chamber 103 by a pipe, tube, and/or conduit, 104. Pipe 104 originates at a lower portion and/or position on chamber 101 and connects to a relatively high portion and/or position of chamber 103. Thus, when the PTO is tilted by a sufficient degree within a vertical plane passing through chambers 101 and 103, water will tend to pass from chamber 101, through pipe 104, and into chamber 103. Furthermore, when such a tilt is completed and/or over, the water that has passed from chamber 101 to 103 will tend to be trapped within chamber 103 (since the input to pipe 104 with respect to chamber 103 is relatively high and will tend to remain above the upper surface of the water trapped within chamber 103).
A lower portion and/or position of chamber 103 is fluidly connected to an upper portion and/or position of chamber 105 by pipe 106. Thus, when the PTO is tilted by a sufficient magnitude and/or degree within a vertical plane passing through chambers 103 and 105, water will tend to pass from chamber 103, through pipe 106, and into chamber 105.
A tilt of sufficient degree that tends to raise chamber 101 and lower chamber 103 will tend to result in water flowing through pipe 104 from chamber 101 to chamber 103. And, an opposing tilt (i.e. a tilt in the opposite direction) of sufficient degree that tends to raise chamber 103 and lower chamber 105 will tend to result in water flowing through pipe 106 from chamber 103 to chamber 105. Thus, relative to the illustration in
In response to a counter-clockwise tilt of sufficient magnitude, water trapped within chamber 105 will tend to flow into chamber 107 through pipe 108. And, in response to a clockwise tilt of sufficient magnitude, water trapped within chamber 107 will tend to flow into chamber 109 through pipe 110.
A series of sufficiently great tilting motions of alternating directions (e.g., clockwise and counter-clockwise) of the illustrated PTO will tend to take water introduced to the interior of chamber 101 through input pipes 102 and incrementally raise the height of that water through successive passages from chamber 101 to chambers 103, 105, 107, and 109. Water deposited into chamber 109 then flows out of that chamber through pipe 111 and through water turbine 112, which tends to rotate the operationally connected rotor of generator 113, thereby producing electrical power.
The PTO illustrated in
When the PTO is tilted in a clockwise direction to a sufficient degree, water from the body of water 113 on which the PTO's associated embodiment (not shown) floats will tend to flow 114 into the inlet pipes 102, after which successive tilts within a vertical plane passing through the opposing stacks of chambers, i.e. stack 103/107 and stack 101/105, 109, and of sufficient magnitude will (if the requisite degree of tilting is maintained for a sufficient period time) tend to flow into successively higher chambers, i.e., from 101 to 103 to 105 to 107 and to 109. Water deposited into uppermost chamber 109 is then able to flow out of the chamber through pipe 111 and thereafter through water turbine 112 and thereafter out of the PTO through pipe 115. Water flowing out of the mouth at the lower end of pipe 115 will return to the body of water 113 on which the PTO's associated embodiment (not shown) floats.
In
The clockwise rotated configuration of the PTO has placed the inlet pipes 102 below the surface 113 of the body of water on which the PTO's associated embodiment (not shown) floats. As a consequence of the submergence of the inlet pipes 102, water flows 114 into chamber 101 and a volume of water 119 is momentarily trapped within that chamber. A portion 120 of the trapped water 119 extends into pipe 104 but is unable to flow uphill through pipe 104.
The counter-clockwise rotated configuration of the PTO has raised the inlet pipes 102 above the surface thereby preventing any further inflow of water into chamber 101. Furthermore, the rotation has changed the angular orientation of pipe 104 such that water that was trapped within chamber 101 is now free to flow 123 “downhill” and to thereafter flow 124 into chamber 103 through the aperture 125 that fluidly connects the chamber 103 to pipe 104. The water that flows 124 into chamber 103 becomes trapped as a pool 126 at the bottom of that chamber. A portion 127 of the trapped water 126 extends into pipe 106 but is unable to flow uphill through pipe 106.
As a consequence of the water 119 that flows out of chamber 101, and flows 123 through pipe 104, and into 124 chamber 103, the level of the water within chamber 101 is reduced 128.
The water 126 that accumulated within chamber 103 as a result of the counter-clockwise rotation illustrated in
The counter-clockwise rotated configuration of the PTO has changed the angular orientation of pipe 104 such that water that was trapped within chamber 101 is now free to flow 123 “downhill” and to thereafter flow 124 into chamber 103. The water that flows 124 into chamber 103 becomes trapped as a pool 126 at the bottom of that chamber. Similarly, water that was trapped within chamber 105 as a result of the rotation of
As a consequence of the water 133 that flows out of chamber 105, and flows 134 through pipe 108, and into 135 chamber 107, the level of the water within chamber 105 is reduced 139.
The water 126 that accumulated within chamber 103 as a result of the counter-clockwise rotations illustrated in
Water 143 within chamber 109 tends to flow out of the chamber through pipe 111 and therethrough water turbine 112, after which it flows 144 through and out of pipe 115 thereby returning to the body of water 113 from which it originated.
The counter-clockwise rotated configuration of the PTO has changed the angular orientation of pipes 104 and 108 such that water that was trapped within respective chambers 101 and 105 is now free to flow 123 and 134 “downhill” and to thereafter flow 124 and 135 into respective chambers 103 and 107 where it is trapped in pools 126 and 137.
As a consequence of the water 119 and 133 that flows out of chambers 101 and 105, the level of the water within chambers 103 and 105 are reduced 128 and 139.
Because the water deposited in chamber 109 flows out through pipe 111 and energizes water turbine 112, the level of the water within chamber 109 is reduced 145.
Through a wave-driven repeated and/or oscillatory tilting and/or rotation of the PTO, and its associated embodiment (not shown), the orientations illustrated in
The PTO illustrated in
The scope of the present invention includes any number, shape, size, and/or volume of water-holding chambers. The scope of the present invention includes any arrangement: horizontal, vertical, and/or spatial, of water-holding chambers, including, but not limited to, the distances between chambers, vertically, horizontally, and/or spatially. The scope of the present invention includes any number, shape, cross-sectional area, diameter, size, length, and/or volume of inter-chamber pipes, within the PTO and/or fluidly connecting any two chambers. The scope of the present invention includes any means, mechanism, device, and/or component, by which the flow of water through the inter-chamber pipes is directed, regulated, adjusted, and/or modified, including, but not limited to, any and every means, mechanism, device, and/or component, by which water is compelled to flow in only a single direction, and/or only toward a respective receiving chamber. The scope of the present invention includes any means, mechanism, device, channel, conduit, pipe, aperture, and/or component, by which water is permitted to flow into an initial chamber (e.g., chamber 101 in
As illustrated and explained in
When the embodiment tilts 182, fully or partially, within a vertical plane passing through the water-holding chambers of PTOs 170 and/or 171, then a tilt in one direction (clockwise with respect to the embodiment orientation illustrated in
When the embodiment tilts 183, fully or partially, within a vertical plane passing through the water-holding chambers of PTOs 172 and/or 173, then a tilt in one direction (clockwise with respect to the embodiment orientation illustrated in
Since most, if not all, directions of wave-induced tilting of the embodiment will tend to involve a component tilt in both of the embodiment's orthogonal vertical planes (passing through chambers of each of the four PTOs), i.e. in the planes exemplified by tilt arrows 182 and 183, most tilting of sufficient degree and/or magnitude, and of sufficient duration, will tend to cause all four PTOs to lift water and generate electrical power.
The buoyant platform 174 is square in horizontal cross-section and has a flat bottom.
The scope of the present invention includes any number, shape, size, and/or volume of water-holding chambers. The scope of the present invention includes any arrangement: horizontal, vertical, and/or spatial, of water-holding chambers, including, but not limited to, the distances between chambers, vertically, horizontally, and/or spatially. The scope of the present invention includes any number, shape, cross-sectional area, diameter, size, length, and/or volume of inter-chamber pipes, within the PTO and/or fluidly connecting any two chambers. The scope of the present invention includes any means, mechanism, device, and/or component, by which the flow of water through the inter-chamber pipes is directed, regulated, adjusted, and/or modified, including, but not limited to, any and every means, mechanism, device, and/or component, by which water is compelled to flow in only a single direction, and/or only toward a respective receiving chamber. The scope of the present invention includes any means, mechanism, device, pipe, aperture, and/or component, by which water is permitted to flow into an initial lowermost chamber, including inlet pipes and/or apertures that incorporate one-way valves to prevent water from flowing out of such an initial chamber after having flowed in. The scope of the present invention includes any means, mechanism, device, pipe, aperture, and/or component, by which raised water is directed into, and/or permitted to enter, a water turbine. The scope of the present invention includes any type, design, variety, size, and/or volume, of water turbine. The scope of the present invention includes any type, design, variety, size, and/or rated power, of generator and/or alternator. The scope of the present invention includes any means, mechanism, device, system, module, and/or component, by which generated electrical power is stored.
The embodiment illustrated in
The buoyant platform 208 is hexagonal in horizontal cross-section and has a flat bottom.
The scope of the present invention includes any number, shape, size, and/or volume of water-holding chambers. The scope of the present invention includes any arrangement: horizontal, vertical, and/or spatial, of water-holding chambers, including, but not limited to, the distances between chambers, vertically, horizontally, and/or spatially. The scope of the present invention includes any number, shape, cross-sectional area, diameter, size, length, and/or volume of inter-chamber pipes, within the PTO and/or fluidly connecting any two chambers. The scope of the present invention includes any means, mechanism, device, and/or component, by which the flow of water through the inter-chamber pipes is directed, regulated, adjusted, and/or modified, including, but not limited to, any and every means, mechanism, device, and/or component, by which water is compelled to flow in only a single direction, and/or only toward a respective receiving chamber. The scope of the present invention includes any means, mechanism, device, pipe, aperture, and/or component, by which water is permitted to flow into an initial lowermost chamber, including inlet pipes and/or apertures that incorporate one-way valves to prevent water from flowing out of such an initial chamber after having flowed in. The scope of the present invention includes any means, mechanism, device, pipe, aperture, and/or component, by which raised water is directed into, and/or permitted to enter, a water turbine. The scope of the present invention includes any type, design, variety, size, and/or volume, of water turbine. The scope of the present invention includes any type, design, variety, size, and/or rated power, of generator and/or alternator. The scope of the present invention includes any means, mechanism, device, system, module, and/or component, by which generated electrical power is stored.
The full embodiment of which the illustrated PTO is a part includes a flotation platform (not shown) to which the illustrated PTO is attached and the embodiment floats adjacent to an upper surface of a body of water over which waves pass. The illustration in
A water-holding chamber (i.e. “chamber”) 231 is fluidly connected to a plurality of inlet pipes and/or apertures 232 through which water may enter the chamber 231. Chamber 231 is fluidly connected to chamber 232 by a ramp, funnel, and/or constricting channel 233 to another chamber 234. Chamber 234 is higher than chamber 231 relative to the deck 230. And water within chamber 231 would not tend to travel from that chamber to chamber 234 through ramp 233, if the embodiment to which the PTO was attached was at rest and in a nominal orientation at the surface of a body of water, since the water would be required to flow uphill in order to do so. However, when a wave or other disturbance causes the embodiment to which the PTO is attached to tilt in a favorable direction, and for an adequate duration, then the tilting of ramp 233 allows water to flow from chamber 231 to chamber 234 in a gravitationally favored downhill manner. When the tilt facilitating the flow of water from chamber 231 to chamber 234 ends, then water deposited within chamber 234 tends to be trapped therein.
Chamber 234 is fluidly connected to chamber 235 by ramp 236. During periods of favorable tilt, water will tend to flow through ramp 236 and thereafter to be deposited and/or trapped within chamber 235. Chamber 235 is fluidly connected to chamber 237 by ramp 238. During periods of favorable tilt, water will tend to flow through ramp 238 and thereafter to be deposited and/or trapped within chamber 237. Likewise, chamber 237 is fluidly connected to chamber 239 by ramp 240. During periods of favorable tilt, water will tend to flow through ramp 240 and thereafter to be deposited and/or trapped within chamber 239.
Water deposited and/or trapped within chamber 239 then flows out of the chamber through outflow pipe 241 and into and through water turbine 242 thereby rotating the water turbine and the operably connected generator 243 rotor, and thereby generating electrical power. After passing through the water turbine 242, the water flowing out of chamber 239 is released back to the environment around the embodiment through effluent pipe 244.
Through successive, serial, and/or periodic, tilting in an appropriate and/or favorable direction, and for a sufficient duration, the PTO illustrated in
When subjected to a tilt of appropriate direction (clockwise with respect to the PTO orientation illustrated in
With respect to any degree of tilting, regardless of direction, that might reasonably be expected to be imparted to the PTO and its associated buoyant embodiment (not shown) by passing waves, the water that falls out of the distal end of the ramp 233 and into chamber 234 is thereafter unable to return to that ramp 233 and therethrough to chamber 231. Such water is, with respect to any normal operational mode or motion unable to flow back down to the lower chamber from which it originated.
When subjected to a tilt of appropriate direction (clockwise with respect to the PTO orientation illustrated in
When subjected to a tilt of appropriate direction (counter-clockwise with respect to the PTO orientation illustrated in
When subjected to a tilt of appropriate direction (clockwise with respect to the PTO orientation illustrated in
Water deposited within chamber 239 flows out of the chamber through pipe 241 and therethrough into and/or through water turbine 242. Water flowing through water turbine 242 causes the operably connected generator 243 to generate electrical power. After flowing through water turbine 242, the water flows through and out of effluent pipe 244 from which it returns to the body of water from which it originated, perhaps to again enter chamber 231 through inlet pipes 232.
The scope of the present invention includes any number, shape, size, and/or volume of water-holding chambers. The scope of the present invention includes any arrangement: horizontal, vertical, and/or spatial, of water-holding chambers, including, but not limited to, the distances between chambers, vertically, horizontally, and/or spatially. The scope of the present invention includes any number, shape, cross-sectional area, diameter, size, length, and/or volume of inter-chamber pipes, within the PTO and/or fluidly connecting any two chambers. The scope of the present invention includes any means, mechanism, device, and/or component, by which the flow of water through the inter-chamber pipes is directed, regulated, adjusted, and/or modified, including, but not limited to, any and every means, mechanism, device, and/or component, by which water is compelled to flow in only a single direction, and/or only toward a respective receiving chamber. The scope of the present invention includes any means, mechanism, device, pipe, aperture, and/or component, by which water is permitted to flow into an initial chamber (e.g., chamber 231 in
In response to appropriate directions, magnitudes, and durations of tilting of the PTO (and its associated buoyant embodiment, not shown):
Water that flows 254 and/or enters chamber 231 through inlet pipes 232 becomes trapped within that chamber due to the height of the inlet pipes 232 relative to the bottom of the chamber 231.
Water trapped within chamber 231 flows 257 “up” (which is “down” during periods of appropriate tilting) ramp 233 and thereafter flows 247 out of the mouth 246 at the distal end of the ramp 233, thereby becoming trapped within chamber 234 due to the height of the inlet ramp's 233 mouth 246 relative to the bottom of the chamber 234.
Water trapped within chamber 235 flows 258 “up” (which is “down” during periods of appropriate tilting) ramp 238 and thereafter flows 250 out of the mouth 251 at the distal end of the ramp 238, thereby becoming trapped within chamber 237 due to the height of the inlet ramp's 238 mouth 251 relative to the bottom of the chamber 237.
Water deposited and/or trapped (i.e. unable to flow backward) within chamber 239 flows 255 into and through pipe 241, thereafter flowing into and through water turbine 242, and thereafter flowing into, and through; and finally flowing 256 out of, effluent pipe 244.
In response to appropriate directions, magnitudes, and durations of tilting of the PTO (and its associated buoyant embodiment, not shown):
Water that flows 254 and/or enters chamber 231 through inlet pipes 232 becomes trapped within that chamber due to the height of the inlet pipes 232 relative to the bottom of the chamber 231.
Water trapped within chamber 234 flows 259 “up” (which is “down” during periods of appropriate tilting) ramp 236 and thereafter flows 248 out of the mouth 249 at the distal end of the ramp 236, thereby becoming trapped within chamber 235 due to the height of the inlet ramp's 236 mouth 249 relative to the bottom of the chamber 235.
Water trapped within chamber 237 flows 260 “up” (which is “down” during periods of appropriate tilting) ramp 240 and thereafter flows 252 out of the mouth 253 at the distal end of the ramp 240, thereby becoming trapped within chamber 239 due to the height of the inlet ramp's 240 mouth 253 relative to the bottom of the chamber 239.
Water deposited and/or trapped (i.e. unable to flow backward) within chamber 239 flows 255 into and through pipe 241, thereafter flowing into and through water turbine 242, and thereafter flowing into, and through; and finally flowing 256 out of, effluent pipe 244.
Through successive tilts of a favorable magnitude and duration, and an alternating approximately contrary direction (e.g., alternating tilts of clockwise and counter-clockwise directions relative to the PTO orientation illustrated in
Because water raised to any particular chamber, height, and/or level, is unable to flow back into the chamber, and/or to the height or level from which it originated, the PTO extracts energy from wave-induced tilts when they are available and/or occur, and the potential energy of any partially raised water is preserved during any periods during which the wave climate is inadequate to achieve the angle, magnitude, and/or duration, of tilting required to further raise water.
The illustrated PTO is similar to the PTO illustrated in
The illustration in
In response to appropriate directions, magnitudes, and durations of tilting of the PTO illustrated in
Water flows into and/or enters chamber 289 through inlet pipes 290 and thereafter becomes trapped within that chamber due to the height of the inlet pipes 290 relative to the bottom of the chamber 289.
Water trapped within chamber 289 flows “up” (which is “down” during periods of appropriate tilting) through one-way valve 284 and through inter-chamber pipe 280. The distal (i.e. far from the originating chamber 289) end 291 of inter-chamber pipe 280 enters receiving chamber 292 and the water flowing through that pipe flows into chamber 292 at a position near the bottom of the chamber. Because of the one-way valve 284, the water within chamber 292 is effectively trapped therein and unable to flow backward into chamber 289.
Water trapped within chamber 292 flows “up” (which is “down” during periods of appropriate tilting) through one-way valve 285 and through inter-chamber pipe 281. The distal (i.e. far from the originating chamber 292) end (not visible) of inter-chamber pipe 281 enters receiving chamber 293 and the water flowing through that pipe flows into chamber 293 at a position near the bottom of the chamber. Because of the one-way valve 285, the water within chamber 293 is effectively trapped therein and unable to flow backward into chamber 292.
Water trapped within chamber 293 flows “up” (which is “down” during periods of appropriate tilting) through one-way valve 286 and through inter-chamber pipe 282. The distal (i.e. far from the originating chamber 293) end 294 of inter-chamber pipe 282 enters receiving chamber 295 and the water flowing through that pipe flows into chamber 295 at a position near the bottom of the chamber. Because of the one-way valve 286, the water within chamber 295 is effectively trapped therein and unable to flow backward into chamber 293.
Water trapped within chamber 295 flows “up” (which is “down” during periods of appropriate tilting) through one-way valve 287 and through inter-chamber pipe 283. The distal (i.e. far from the originating chamber 295) end (not visible) of inter-chamber pipe 283 enters receiving chamber 296 and the water flowing through that pipe flows into chamber 296 at a position near the bottom of the chamber. Because of the one-way valve 287, the water within chamber 296 is effectively trapped therein and unable to flow backward into chamber 295.
Water trapped within chamber 296 is at a significantly raised height, elevation, and/or level, than the water that entered chamber 289 through inlet ports 290. It therefore has a significantly greater gravitational potential energy and/or head pressure than when it began its progressive journey to chamber 296. Water trapped within chamber 296 flows out of the chamber through pipe 297 and into and through water turbine 298. The water flowing through water turbine 298 imparts energy to the generator 299 operably connected to the water turbine, thereby generating electrical power. After passing through the water turbine 298, the water that flowed out of chamber 296 flows into and out of effluent pipe 300, thereby returning to the body of water from which it originated, perhaps to again flow into chamber 289 and to again be raised to chamber 296.
The scope of the present invention includes any number, shape, size, and/or volume of water-holding chambers. The scope of the present invention includes any arrangement: horizontal, vertical, and/or spatial, of water-holding chambers, including, but not limited to, the distances between chambers, vertically, horizontally, and/or spatially. The scope of the present invention includes any number, shape, cross-sectional area, diameter, size, length, and/or volume of inter-chamber pipes, within the PTO and/or fluidly connecting any two chambers. The scope of the present invention includes any means, mechanism, device, and/or component, by which the flow of water through the inter-chamber pipes is directed, regulated, adjusted, and/or modified, including, but not limited to, any and every means, mechanism, device, and/or component, by which water is compelled to flow in only a single direction, and/or only toward a respective receiving chamber. The scope of the present invention includes any means, mechanism, device, pipe, aperture, and/or component, by which water is permitted to flow into an initial chamber (e.g., chamber 289 in
In response to appropriate directions, magnitudes, and durations of tilting of the PTO illustrated in
Water flows into and/or enters chamber 310 through inlet pipes 311. Unlike the inlet pipes of the PTOs illustrated in the earlier figures, the inlet pipes of the PTO illustrated in
Water trapped within chamber 310 flows into chamber 312 through one-way valves that span the wall(s) separating those chambers, the water thereby becoming trapped within chamber 312, and therefore become trapped at an increased height, level, and/or elevation.
Water trapped within chamber 312 flows into chamber 313 through one-way valves that span the wall(s) separating those chambers, the water thereby becoming trapped within chamber 313, and therefore become trapped at an increased height, level, and/or elevation.
Water trapped within chamber 313 flows into chamber 314 through one-way valves that span the wall(s) separating those chambers, the water thereby becoming trapped within chamber 314, and therefore become trapped at an increased height, level, and/or elevation.
Water trapped within chamber 314 flows into chamber 315 through one-way valves that span the wall(s) separating those chambers, the water thereby becoming trapped within chamber 315, and therefore become trapped at an increased height, level, and/or elevation.
And, water trapped within chamber 315 flows out of that chamber and into pipe 316, and therethrough flows into and through water turbine 317, thereby causing the generator 318 operably connected to water turbine 317 to generate electrical power. After engaging and flowing through the water turbine, the water flows into and out of effluent pipe 319 thereby escaping the PTO and nominally returning to body of water from which it originated, perhaps to re-enter chamber 310 through inlets 311 and repeat the wave-to-electrical power conversion cycle again.
When the surface of the body of water impinging upon the one-way inlet pipes 311 and valves 320 is higher than the surface of the water within chamber 310, water flows 321 through the one-way inlet pipes 311 and valves 320, enters chamber 310 and, as a consequence of the one-way valves preventing an out flow of water from the chamber, becomes trapped therein.
In response to a tilt of a favorable angle, e.g., within the section plane and in a counter-clockwise direction relative to the PTO orientation illustrated in
In response to a tilt of a favorable angle, e.g., within the section plane and in a clockwise direction relative to the PTO orientation illustrated in
In response to a tilt of a favorable angle, e.g., within the section plane and in a counter-clockwise direction relative to the PTO orientation illustrated in
In response to a tilt of a favorable angle, e.g., within the section plane and in a clockwise direction relative to the PTO orientation illustrated in
Water deposited within chamber 315 flows 334 into pipe 316 and therethrough into and through water turbine 317. Water flowing out of the water turbine 317 flows into effluent pipe 319, and thereafter flows 335 out of the lower mouth 319 of the effluent pipe, and thereby flows out of the PTO. In one embodiment, the effluent 335 flows back into the body of water on which the buoyant embodiment floats. In another embodiment, the effluent 335 flows into a tank, pool, and/or reservoir, from which the water that flows 321 into the inlet pipes 311 and chamber 310 is drawn. In another embodiment the chambers are separated from those chambers above (if any) and/or below (if any) by a gap and/or space. In another embodiment, the effluent pipe 319 connects directly to chamber 310 thereby depositing the effluent water into that chamber from which it will repeat, and/or begin again, the pattern of incremental lateral and upward flows that will again deposit it within chamber 315.
The scope of the present invention includes any number, shape, size, and/or volume of water-holding chambers. The scope of the present invention includes any arrangement: horizontal, vertical, and/or spatial, of water-holding chambers, including, but not limited to, the distances between chambers, vertically, horizontally, and/or spatially. The scope of the present invention includes any number, shape, cross-sectional area, diameter, and/or size, of inter-chamber apertures and/or one-way valves, within the PTO, its walls, and/or fluidly connecting any two chambers. The scope of the present invention includes any means, mechanism, device, and/or component, by which the flow of water through the inter-chamber pipes is directed, regulated, adjusted, and/or modified, including, but not limited to, any and every means, mechanism, device, and/or component, by which water is compelled to flow in only a single direction, and/or only toward a respective receiving chamber. The scope of the present invention includes any means, mechanism, device, pipe, aperture, and/or component, by which water is permitted to flow into an initial chamber (e.g., chamber 289 in
Water-holding chamber 350 is at a lower height within the PTO of which it is a part. In a resting embodiment that is not moving, chamber 350 is at a lesser height above the surface of the body of water on which the embodiment floats, and/or is at a greater depth below that surface, than is chamber 351. Water will not spontaneously flow from chamber 350 to chamber 351 except in response to a tilt of a favorable direction, i.e. a tilt that raises chamber 350 and/or lowers chamber 351, sufficient magnitude, i.e. a tilt big enough to cause chamber 351 to be partially or fully below chamber 350 relative to their heights above the mean height of the surface of the body of water, and of sufficient duration, i.e. long enough to allow water to flow over the distance that separates chambers 350 and 351.
Chamber 350 is fluidly connected to chamber 351 by inter-chamber pipe 352. Inter-chamber pipe 352 connects to chamber 350 near its lowermost chamber wall. Inter-chamber pipe 352 connects to chamber 351 near its uppermost chamber wall. Because of the low connection point of inter-chamber pipe 352 to chamber 350, water from within chamber 350 will tend to immediately flow into that pipe with the chamber and pipe are subjected to a favorable tilt. Because of the high connection point of inter-chamber pipe 352 to chamber 351, water that flows into chamber 351 from chamber 350 will tend to be trapped within chamber 351 and unable to flow back into pipe 352 and back to chamber 350.
Inter-chamber pipe 352 follows a circumferential path from an outer wall (a wall furthest from the center about which chambers 350 and 351 are arrayed) of chamber 350 to an outer wall of chamber 351.
Relative to a resting, and/or nominally oriented embodiment and PTO, chamber 351 is positioned at a greater height 355 than is chamber 350. And, inter-chamber pipe 352 connects to chamber 350 at a relatively bottom-most position 353 while connecting to chamber 351 at a relatively upper-most position 354. When the PTO of which the illustrated pair of water-holding chambers are a part must tilt to an angle 356 then, if there is water within chamber 350 and there is room to accommodate additional water within chamber 351, water to flow from chamber 350 to chamber 351 through pipe 352. However, water will also flow if, when, and for as long as, the tilt of the associated PTO and embodiment reaches or exceeds the lesser angle characteristic of a line intersecting an upper surface of the water within chamber 350 and the aperture 354 through which inter-chamber pipe 352 connects with chamber 351.
Whereas chamber 350 was fluidly connected to chamber 351 by an inter-chamber pipe 352 that followed a circumferential path outside and adjacent to a circular boundary that passes through the outer walls of chambers 350 and 351, the water-holding chambers 350 and 357 are fluidly connected to one another by an inter-chamber pipe 358 that follows a circumferential path inside and adjacent to a circular boundary that passes through the inner walls of chambers 350 and 357. As was the case for the inter-chamber pipe 352 that permits water to flow from chamber 350 to chamber 351, the inter-chamber pipe 358 is connected to chamber 350 at a low position 359, adjacent to a lower and/or bottom wall of chamber 350; and it is connected to chamber 357 at a high position 360, adjacent to an upper and/or top wall of chamber 357—thus water that has flowed from chamber 350 into chamber 357 will be unlikely or unable to flow back into inter-chamber pipe 358 and therethrough back to chamber 350.
Relative to a resting, and/or nominally oriented embodiment and PTO, chamber 357 is positioned at a greater height 361 than is chamber 350. And, inter-chamber pipe 358 connects to chamber 350 at a relatively bottom-most position 359 while connecting to chamber 357 at a relatively upper-most position 360. When the PTO of which the illustrated pair of water-holding chambers are a part must tilt to an angle 362 then, if there is water within chamber 350 and there is room to accommodate additional water within chamber 357, water to flow from chamber 350 to chamber 357 through pipe 358. However, water will also flow if, when, and for as long as, the tilt of the associated PTO and embodiment reaches or exceeds the lesser angle characteristic of a line intersecting an upper surface of the water within chamber 350 and the aperture 360 through which inter-chamber pipe 358 connects with chamber 357.
Upper chambers 351 and 357 are at approximately the same height above, and/or vertical distance from, lower chamber 350. In response to a wave-induced tilting of the PTO configuration illustrated in
Each of the eight chambers, e.g. chamber 350, on the lower level is connected to a pair of adjacent chambers, e.g., chambers 351 and 357 respectively, on the upper level. One connection of each chamber on the lower level, e.g., chamber 350, is established through an outer circumferential inter-chamber pipe, e.g., pipe 352. And, the other connection of each chamber on the lower level, e.g., chamber 350, is by way of an inner circumferential inter-chamber pipe, e.g., pipe 358.
The PTO illustrated in
The relationship of each chamber on each of the first and/or lowest eight levels of the PTO to the chambers on the respective next highest levels, and the inter-connections between the chambers on each level of the PTO to the chambers on the adjacent levels of the PTO is the same as illustrated in
Each water-holding chamber, e.g., 370, in the lowest-level of the PTO, includes an inlet pipe, e.g., 371, through which water may flow 372 into each respective lowest-level chamber, from which a succession of favorable tilts, of adequate magnitude and duration, may raise that water from chamber to chamber, and from level to level, through the circumferential array of inter-chamber pipes, some wrapping around the outside the cylindrical array of chambers, e.g., 373, and some wrapping around the inside of the cylindrical array of chambers, e.g., 374, that connect each chamber within the PTO to at least one other chamber on a different level, until the water is deposited within a chamber in the uppermost level of the PTO, e.g. 375-377.
Each water-holding chamber, e.g., 375-377, at the uppermost level of the PTO, includes a pipe, e.g., 378, through which water may flow out of the respective upper chamber and therethrough flow into and through a water turbine, e.g., 379, thereby imparting energy to a respective operably connected generator, e.g., 380. Water flowing out of each water turbine id directed into a respective effluent pipe, e.g., 381, through and from which it flows 382 out of the PTO. In one embodiment, the water flowing out of the embodiment's PTO flows back into the body of water on which the embodiment floats and from which the water entering the chambers on the lowest level of the PTO is drawn. In another embodiment, the water flowing out of the embodiment's PTO flows into a reservoir and thereafter tends to reenter a chamber on the lowest level of the PTO and repeat the cycle of flows that will again raise it to the upper level and again deposit it into a chamber on the upper level from which it will again energize a water turbine and an operably connected generator.
While the PTO illustrated in
The scope of the present invention includes PTOs with any arrangement of inter-chamber pipes, any number of such pipes, any pipe diameters, any pipe cross-sectional areas, any pipe lengths, any pipe shapes, and any pipe couplings.
The approximately cylindrical PTO 383 is positioned within, and attached to, an approximately cylindrical buoy 384, buoyant structure, flotation module, vessel, and/or float. The embodiment incorporating the PTO 383 floats adjacent to an upper surface 385 of a body of water over which waves tend to pass. The waves buffet the embodiment, thereby causing the PTO 383 within the embodiment to tilt in a variety of directions, for a variety of durations, and thereby tending to cause the water within the PTO to be progressively and/or incrementally lifted until it spills out and through the PTO's water turbines, thereby generating electrical power.
Water that flows into the water turbines through pipes, e.g., 378, and flows through the respective water turbines, e.g., 379, is subsequently discharged from the effluent pipes of those water turbines and deposited into a water reservoir 386 between the exterior of the power takeoff (PTO) 383 and the inner wall of the cavity within the buoy 384 within which the PTO is positioned. Water within the reservoir 386 flows into the PTO's inlet apertures, e.g., 371, and is again lifted through the PTO's water-holding chambers, in response to wave-induced tilting, until it is again released from the PTO's upper level and directed through one of the PTO's water turbines to again generate electrical power.
The water (or other fluid) that flows through the PTO is repeatedly deposited into the embodiment's water reservoir 386 and therefrom repeatedly recycled and/or recirculated through the PTO.
Although not required for its manufacture or operation, the PTO illustrated in
The bottommost outer layer 400 includes eight inlet apertures, e.g., 406, each of which is defined by a respective structural frame, e.g., 407, through which water flows 408 into an annular reservoir (not visible) of the bottommost layer.
A tilting motion of the PTO, and the embodiment to which it is attached, of favorable direction, and sufficient magnitude and duration, causes a portion of the water in the annular reservoir of the bottommost outer layer 400 to flow into a reservoir at the center of the adjacent and bottommost inner layer (not visible) that is positioned between outer layers 400 and 401. Successive tilting motions of the PTO, and the embodiment to which it is attached, of favorable direction, and sufficient magnitude and duration, cause water to rise by flowing from annular reservoirs (in outer layers) to central reservoirs (in interleaved inner layers), and then from central reservoirs to annular reservoirs.
After a sufficient number of sufficient tilting motions, water reaches the annular reservoir of the uppermost layer 405 from which it flows into one of two turbine reservoirs 409 and 410, and therefrom into and through two effluent pipes 411 and 412. In one embodiment, water exiting the effluent pipes, e.g., 413, flows back into the body of water on which the embodiment floats, and from which water flows, e.g., 408, into the PTO. In another embodiment, water exiting the effluent pipes, e.g., 413, flows into a reservoir of water external to the PTO, but internal to the embodiment of which it is a part, and water flowing, e.g., 408, into the PTO is drawn from that same reservoir, thereby making the PTO, with respect to its water, a closed and/or recirculating system.
Within each effluent tube 411 and 412 is a respective water turbine (not visible) that is operably connected to a respective generator 414 and 415 by a respective shaft 416 and 417. The interleaved arrays of outer and inner layers, and their respective annular and central reservoirs, are covered by an upper surface 418 that, at least partially, e.g., from above, separates the PTO's internal reservoirs from the atmosphere and/or from the rest of the embodiment. The bottommost outer layer 400 contains inlet apertures, e.g., 406, but is otherwise also, at least partially, separated from the ambient environment and/or from the rest of the embodiment. In one embodiment, water enters, e.g., 408, the PTO through an inlet aperture, e.g., 406, and leaves, e.g., 413, through an effluent tube 411 and 412, but is otherwise trapped within the PTO.
The scope of the present invention includes embodiments, and included PTOs, in which the PTOs are similar to the one illustrated in
The scope of the present invention includes embodiments, and included PTOs, in which the PTOs are similar to the one illustrated in
The scope of the present invention includes embodiments, and included PTOs, in which the PTOs are similar to the one illustrated in
The scope of the present invention includes embodiments, and included PTOs, in which the PTOs are similar to the one illustrated in
The scope of the present invention includes embodiments, and included PTOs, in which the PTOs are similar to the one illustrated in
The scope of the present invention includes embodiments, and included PTOs, in which the PTOs are similar to the one illustrated in
The scope of the present invention includes embodiments including any number of PTOs similar to the one illustrated in
The scope of the present invention includes embodiments, containing one or more PTOs similar to the one illustrated in
Water from outside the PTO enters 408 the PTO through one of the eight inlet apertures, e.g., 406, positioned near its base, and within its bottommost outer layer (400 in
In response to a tilt of the PTO of favorable direction, magnitude, and duration, water trapped within the central reservoir 424 of the bottommost inner layer flows, e.g., 425, up a ramp, e.g., 426, and over its waterfall edge, thereby falling into the annular reservoir, e.g., 427, of the next highest outer layer (401 in
Likewise, and in serial fashion, in response to tilts of the PTO of favorable directions, magnitudes, and durations, water flows:
from annular reservoir 427 up ramp 428 toward the waterfall edge at its centermost edge until it approaches 429 and falls over 430 that edge into the central reservoir 431 of the second (from the bottom) inner layer;
from central reservoir 431 up 432 and over waterfall edge 433 thereby falling into the annular reservoir 434 of the third (from the bottom) outer layer (402 in
from annular reservoir 434 up ramp 435 toward the waterfall edge at its centermost edge until it approaches 436 and falls over 437 that edge into the central reservoir 438 of the third (from the bottom) inner layer;
from central reservoir 438 up 439 and over waterfall edge 440 thereby falling into the annular reservoir 441 of the fourth (from the bottom) outer layer (403 in
from annular reservoir 441 up ramp 442 toward the waterfall edge at its centermost edge until it approaches 443 and falls over 444 that edge into the central reservoir 445 of the fourth (from the bottom) inner layer;
from central reservoir 445 up 446 and over waterfall edge 447 thereby falling into the annular reservoir 448 of the fifth (from the bottom) outer layer (404 in
from annular reservoir 448 up ramp 449 toward the waterfall edge 450 at its centermost edge until it approaches 451 and falls over 452 that edge into the central reservoir 453 of the fifth (from the bottom) inner layer; and,
from central reservoir 453 up 454 and over waterfall edge 455 thereby falling 457 into the annular reservoir 456 of the sixth and uppermost outer layer (405 in
Water deposited into, and/or trapped within, the annular reservoir 456 of the uppermost outer layer (405 in
The layer's annular reservoir is fluidly connected to eight annular ramps, e.g., 468-470, that permit water within the annular reservoir's eight annular reservoir segments, e.g., 465-467, to flow up and into a central reservoir of an inner layer when that reservoir is positioned beneath the waterfall and/or centermost ends, e.g., 471, of the annular ramps. The water within any particular segment, e.g., 467, of the layer's annular reservoir is able to flow up either of two respective fluidly connected ramps, e.g., 469 and 470. For instance, water entering 472 inlet aperture 461 below inlet aperture dividing wall 464 will flow into annular reservoir segment 467 and from there will be able to flow up either of annular ramps 469 or 470. Likewise, water entering 408A inlet aperture 406A above inlet aperture dividing wall 463 will also flow into annular reservoir segment 467 and from there will also be able to flow up either of annular ramps 469 or 470.
Adjacent segments, e.g., 465 and 466, of the layer's annular reservoir are not completely separated. In response to a particular motion of the layer 400, the PTO of which it is a part, and/or the embodiment of which the PTO is a part, can send water from one segment, e.g., 466, up and around 473 an inlet aperture dividing wall, e.g., 462, and into an adjacent segment, e.g., 465, of the annular reservoir.
Each annular ramp, e.g., 469, is bounded, bordered, and/or constrained, by a respective pair of lateral walls, e.g., 474 and 475. Between each pair of adjacent annular ramps, e.g., 468 and 469, is a sloping bottom wall, e.g., 476, that shares the same up-tilted surface(s) of which the annular ramps are comprised. An open portion 477 of the bottom wall at the center of the layer provides space into which the central reservoir of an inner layer can fit and/or be placed. The bottom surface of such a positioned inner layer will block the centermost edge, e.g., 478, of each inter-annular-ramp portion of each segment of the annular reservoir.
Each inner layer is comprised of an approximately flat central reservoir 479 at the base of an approximately frustoconical and/or upwardly inclined radial array of eight ramps, e.g., 480. Each central ramp, e.g., 480, is bounded, defined, and/or constrained, by a respective pair of lateral walls, e.g., 481 and 482. Water contained, constrained, and/or pooled, within the layer's central reservoir 479, can, e.g., in response to a tilt of favorable direction, and sufficient magnitude and duration, flow away from the reservoir's center and radially outward up one of the central ramps, e.g., 480. At the distal end of each central ramp, e.g., 480, is a “waterfall” edge, e.g., 483. When positioned within the complete, multi-layer PTO, water flowing over the distal waterfall edge of a central ramp, tends to fall into, and become trapped within, an annular reservoir, and/or a segment thereof (e.g., 467 in
Between the central reservoir 479 and the upwardly inclined surfaces of which the central ramps, e.g., 480, are in part comprised there may be a discernable bend and/or fold 484 that delineates their junction.
Between each pair of adjacent central ramps, e.g., 480 and 485, is an unwalled edge, e.g., 486. The bottom of an upwardly inclined annular ramp (e.g., 470 of
In a similar embodiment, the central reservoir 479 is concave, e.g., with a downward depression, thereby comprising an approximately bowl-shaped cavity in which water may be held until induced to flow by a tilt of favorable direction and sufficient magnitude and duration.
An approximately flat-bottomed annular ring is divided into eight radial segments, e.g., 487-489, by eight interposed radially-oriented walls, e.g., 490 and 491. Straddling each dividing wall is an annular ramp, e.g., 492 and 493. Each of dividing wall, e.g., 491, extends up its respective annular ramp, e.g., 493, a short distance, however, in response to a tilt, especially an incomplete tilt, and/or an anomalous pattern of water flow within the annular reservoir, water can flow from one annular reservoir segment, e.g., from 488, to the neighboring segment, e.g., to 489, by flowing up and around the intervening dividing wall, e.g., 491. In general, each dividing wall, e.g., 491, directs water from each of the adjacent annular reservoir segments, e.g., 488 and 489, on either side to flow into and up the respective annular ramp, e.g., 493.
Each annular ramp has a bottom surface that is upwardly inclined. The seam and/or junction, e.g., 494, at which each upwardly inclined annular ramp, e.g., 492, is connected to its respective pair of approximately flat-bottomed annular reservoir segments, e.g., 487 and 488, is indicated by a circular line, e.g., 494, and/or fold at the distal end of each ramp. At the innermost edge, e.g., 495, of each annular reservoir segment, e.g., 489, and positioned between each segment's connected pair of annular ramps, e.g., 493 and 496, is a wall, e.g., 495, that is shorter than the lateral walls, e.g., 497 and 498, of the adjacent annular ramps, e.g., 493 and 496. The top of this shorter annular reservoir wall, e.g., 495, abuts with the bottom of a central ramp (e.g., 480 of
At the side of each annular ramp, e.g., 492, is a side wall, e.g., 499 and 500, that constrains and guides water flowing up (or, in response to a favorable tilt, down) the respective annular ramp, e.g., 492. At the centermost end of each annular ramp, e.g., 492, is a waterfall edge, e.g., 501, over which water flows off of the annular ramp and falls into the central reservoir of an inner layer immediately below the respective outer layer.
Around the outer perimeter of each outer layer is a circular wall 502 that prevents the leakage of water from the layer's annular reservoir, and/or the segments, e.g., 487-489, thereof.
The uppermost outer layer illustrated in
The uppermost outer layer's annular reservoir is defined, and water therein is trapped and/or constrained, in part by bottom surfaces 504/505, and a side wall 503. The uppermost outer layer's annular reservoir is divided into two segments, 504 and 505. These two annular reservoir segments are divided, and/or separated from one another, by two dividing walls 506 and 507.
Water deposited into either segment of the annular reservoir 504/505 is diverted, e.g., in response to a tilt-induced flow of water about the annular reservoir, into turbine reservoir 508, located within turbine reservoir enclosure 409, by dividing wall 506, and into turbine reservoir 509, located within turbine reservoir enclosure 410, by dividing wall 507.
Water within turbine reservoir 508 flows down through an effluent tube (not visible, 412 in
Because it is the uppermost outer layer, the illustrated outer layer (405 in
The section illustrated in
In response to a tilt of favorable direction, and sufficient magnitude and duration, water held in the central reservoir 479 of the uppermost inner layer flows 518 up (which because of the tilt is actually “down”) central ramp 519 until it flows 520 over the waterfall edge 521 of that central ramp 519, thereby falling into the annular reservoir segment 505 of the uppermost outer layer (405 if
In response to a tilt of favorable direction, and sufficient magnitude and duration, water deposited into annular reservoir segment 505 flows 522 in a counterclockwise direction (relative to the orientation of the illustration in
In response to a tilt of favorable direction, and sufficient magnitude and duration, water deposited into annular reservoir segment 505 flows 524 in a clockwise direction (relative to the orientation of the illustration in
Similarly, in response to a tilt of favorable direction, and sufficient magnitude and duration, water held in the central reservoir 479 of the uppermost inner layer flows up at least one of central ramps 528-534 until it flows over the waterfall edges of those central ramps, thereby falling into the annular reservoir segment 504 of the uppermost outer layer (405 if
Vertically aligned with the annular reservoir dividing walls, e.g., 506, are the annular reservoir dividing walls, e.g., 534, of the outer layer (404 in
The base and/or bottom surface 536 of the PTO corresponds to the bottom of the bottommost outer layer (400 in
In response to the illustrated tilt of the PTO, the annular reservoir segments 539-544 of the PTO's six outer levels (400-405 in
Each of the boxes 548-552 at the center of the PTO illustration in
In response to the illustrated tilt of the PTO, the central reservoirs 548-552 of the PTO's five inner levels are lifted and/or elevated relative to the annular reservoir segments 557-562 of the PTO's six outer levels (400-405 in
Water trapped, deposited, and/or held, within the annular reservoir segment 562 of the uppermost outer layer (405 in
In response to the illustrated tilt of the PTO, at least one inlet aperture is at least partially submerged, and water flows 569 into the at least partially submerged annular reservoir segment 557.
In one embodiment, the water discharged 568 from the effluent pipe flows back into the body of water on which the PTO's embodiment (not shown) floats, and water from the body of water enters 569 annular reservoir segment 557. In another embodiment, the water discharged 568 from the effluent pipe flows into a reservoir outside the PTO, and water from that reservoir enters 569 annular reservoir segment 557.
If the magnitude of the tilt, the duration the tilt, or a combination of both, is sufficient, then water flowing from the elevated annular reservoir segments, e.g., 539, will flow into a respective central reservoir, e.g., 548, and at least a portion of that water will continue flowing from that respective central reservoir into the lowered respective annular reservoir segment, e.g., 558.
In other words, in response to a minimally sufficient tilt, water will flow from an annular reservoir segment into a corresponding central reservoir, or, water will flow from a central reservoir into a corresponding annular reservoir segment, such that the water circulating within the PTO will tend to be elevated by one-half “step” (if a “step” is regarded as the height of each annular reservoir segment and each central reservoir) in response to the tilt. However, in response to an abundantly sufficient tilt, water will flow from an annular reservoir segment to an approximately opposing annular reservoir segment (by means of an intermediate central reservoir), such that the water circulating within the PTO will tend to be elevated by full “step” in response to the tilt.
The base and/or bottom surface 536 of the PTO corresponds to the bottom of the bottommost outer layer (400 in
In response to the illustrated tilt 570 of the PTO, the annular reservoir segments 557-562 of the PTO's six outer levels (400-405 in
In response to the illustrated tilt of the PTO, the central reservoirs 548-552 of the PTO's five inner levels are lifted and/or elevated relative to the annular reservoir segments 539-544 of the PTO's six outer levels (400-405 in
Water trapped, deposited, and/or held, within the annular reservoir segment 544 of the uppermost outer layer (405 in
In response to the illustrated tilt of the PTO, at least one inlet aperture is at least partially submerged, and water flows 580 into the at least partially submerged annular reservoir segment 539.
In one embodiment, the water discharged 579 from the effluent pipe flows back into the body of water on which the PTO's embodiment (not shown) floats, and water from the body of water enters 580 annular reservoir segment 539. In another embodiment, the water discharged 579 from the effluent pipe flows into a reservoir outside the PTO, and water from that reservoir enters 580 annular reservoir segment 539.
If an embodiment similar to the one illustrated schematically in
If the magnitude of the tilt, the duration the tilt, or a combination of both, is sufficient, then water flowing from the elevated annular reservoir segments, e.g., 561, will flow into a respective central reservoir, e.g., 552, and at least a portion of that water will continue flowing from that respective central reservoir 552 into the lowered respective annular reservoir segment, e.g., 544.
In other words, in response to a minimally sufficient tilt, water will flow from an annular reservoir segment into a corresponding central reservoir, or, water will flow from a central reservoir into a corresponding annular reservoir segment, such that the water circulating within the PTO will tend to be elevated by one-half “step” (if a “step” is regarded as the height of each annular reservoir segment and each central reservoir) in response to the tilt. However, in response to an abundantly sufficient tilt, water will flow from an annular reservoir segment to an approximately opposing annular reservoir segment (by means of an intermediate central reservoir), such that the water circulating within the PTO will tend to be elevated by full “step” in response to the tilt.
A water reservoir 584 is positioned between the outer walls of the embodiment's power takeoff (PTO) 581 and the inner walls of a cavity, depression, enclosure, and/or hole, within the embodiment's buoy 582. Water flows into the PTO through the PTO's inlet apertures, e.g., 406, and is elevated through outer and inner layers of the PTO in response and/or as a consequence of wave-induced tilting. Water that has been raised to the highest annular reservoir within the PTO then flows into and through water turbines positioned below, and operably connected to, generators, e.g., 415, that generate electrical power in response to the water flowing through them. The water discharged from the water turbines flows back into the water reservoir 584 from which it was originally drawn, obtained, and/or taken.
The water (or other fluid) that flows through the PTO is repeatedly deposited into the embodiment's water reservoir 584 and therefrom repeatedly recycled and/or recirculated through the PTO.
The PTO 600 has a side cylindrically-shaped outer wall 601, a flat upper wall 602, and a flat bottom wall (not visible). Thus the PTO is sealed, enclosed, and/or contained within, an outer shell 601/602.
Wave-induced tilting of the illustrated PTO results in water (or another fluid) flowing from a reservoir inside the PTO up a spiral ramp (not visible) until it achieves a maximal elevation, height, and/or head pressure, relative to the reservoir from which it originated. The PTO's spiral ramp is partially partitioned by tangentially-oriented vertical walls (not visible) that tend to prevent the backflow of water. Water elevated to a height near the maximum possible height of the PTO's spiral water-lifting ramp falls into a turbine reservoir (not visible). And, water within the turbine reservoir flows through, energizes, and causes to rotate, a water turbine (not visible) which is operably connected to a generator 603 by a shaft 604, thereby causing the generator to generate electrical power.
Inside the PTO's 600 canister 601/602/605 is a continuous spiral ramp 606. When the PTO tilts, e.g., in response to wave motion buffeting the embodiment of which the PTO is a component, then water flows in an approximately circular motion and/or path and flows up the spiral, travelling from the spiral's bottom (near the bottom 605) to the top (near the top 607 of the PTO's central cylindrical tube 608). When water reaches the top of the spiral, it tends to spill over the edge of the upper mouth 607 of the PTO's central cylindrical tube 608, thereby tending to create a reservoir of water within that tube, a “turbine reservoir”. Water accumulated within the PTO's turbine reservoir 608 flows down and into a constricted portion 609 and/or throat of the tube. Water flowing through the central tube's throat 609 flows through, energizes, and causes to rotate, a water turbine 610 positioned therein. Rotations of the water turbine 610 are communicated to the turbine's shaft 604 which is operably connected to a generator 603. Thus, water flowing down through the PTO's central cylindrical tube 608 causes generator 603 to generate electrical power.
A portion of the energy imparted by waves to the embodiment of which the PTO is a part is captured as an increase in the gravitational potential energy of water within the PTO as water is incrementally lifted through its motion about the PTO's spiral ramp 606. At the top of the PTO's spiral ramp, the raised water falls into the turbine reservoir 608, vessel, reservoir, and/or pool, after which its gravitational potential energy is manifested as head pressure that drives the water through water turbine 610 thereby converting the gravitational potential energy of the water in the turbine reservoir into electrical power.
Water discharged from the water turbine 610 flows into the base 611 of the PTO's central cylindrical tube 608 where apertures, e.g., 612, allow the discharged turbine water to flow back into the base of the spiral ramp, and thereby flow up the spiral ramp again as wave-induced tilting of the PTO, and the embodiment of which it is a part, incrementally lift the water higher and higher.
A set of vertical walls, e.g., 613, tend to trap water during those moments when tilting is not favorable to its further flow up the spiral ramp, and until favorable tilting resumes. In addition to vertical walls oriented approximately tangentially to the PTO's central cylindrical tube 608, the spiraling surface of which the spiral ramp 606 is comprised is lower at its outer edge than at the edge proximate to the central tube.
A vertical section through the longitudinal axis about which the spiral ramp is wound (as illustrated in
The scope of the present invention includes PTOs with spiral ramps wherein a vertical section through the longitudinal axis about which the spiral ramp is wound would be characterized by ramps for which the vertical ramp section is normal to that longitudinal axis.
The scope of the present invention includes PTOs with spiral ramps characterized by any spiral ramp angle.
The spiral ramp ascends in a counterclockwise direction with respect to the orientation of the illustration in
Water ascending the spiral ramp 606 must flow in a circular fashion between the innermost ends of the of the diverting walls and the outer wall of the central cylindrical tube 607.
In response to a favorable tilt, e.g., of direction 623, water flows 624 out from under the uppermost end 625 and/or level of the PTO's spiral ramp in the gap between the inner vertical edge of diverting wall 615 and the central tube 614. Because of the water's direction of flow (e.g., approximately parallel to the direction 623 of the tilt), and because the outer edges and/or ends of the spiral ramps are lower than the inner edges and/or ends, the water flowing in response to a favorable tilt of direction 623, will be diverted into spiral reservoir 626 where the downward radial angle of the ramp and the opposing diverting walls 617 and 613 will effectively if not perfectly trap the water until another tilt of favorable direction moves the water further up the spiral.
In response to a favorable tilt, e.g., of direction 627, water trapped within spiral reservoir 628 flows 629 out of the reservoir, around the central tube 607, and into spiral reservoir 630. Another favorable tilt, e.g. in the direction of 623, causes the water trapped within spiral reservoir 630 to flow 631 against the diverting wall 622, and in a direction tangential to the central tube 607, until the flowing water is obstructed by radial wall 616 which causes it to spill over and into the central cylindrical tube and turbine reservoir 608. Water within the turbine reservoir 608 then flows down to, and through, the water turbine 610 positioned within the constricted throat of the central tube 608, thereby causing the operably connected generator (603 in
Water discharged from the PTO's water turbine and/or turbine reservoir flows out and into the lowest level(s) of the PTO's spiral ramp 606, i.e., those portions of the ramp adjacent or near to the PTO's bottom wall 605.
As water is incrementally lifted up the spiral ramp through wave-induced tilting of the PTO, the water eventually flows out of aperture 625 and will thereafter either spontaneously spill over the ever shortening upper lip (e.g., the lip is relatively near the ramp surface at 614, but at 607 is approximately flush with the ramp surface) of the mouth at the top of the turbine reservoir 608, or it will be directed into that mouth by radial wall 616 if it completes another rotation about the spiral after emerging from aperture 625.
In an embodiment similar to the one illustrated in
The illustrated multi-PTO embodiment 650 incorporates an energy-consuming processing module 655, system, factory, mechanism, and/or device, and therein or therethrough utilizes at least a portion of the electrical power that it produces to process a material, extract a material, execute computations, generate an energy-storing chemical, and/or recharge an energy-storing material, system, battery, capacitor, or other energy-storage system.
The embodiment includes an input chamber 656, vessel, enclosure, and/or structure, within which raw materials, feedstock, ingredients, and/or other substances, are stored until needed by the processing module 655, after which they are transmitted, communicated, delivered, transferred, and/or provided, to the processing module.
The embodiment includes two output chambers 657 and 658, vessels, enclosures, and/or structures, within which are stored processed products produced, at least in part, by the processing module 655.
In one embodiment 650, at least one of the output vessels stores liquefied hydrogen, and the input vessel includes replacement electrolyzers to facilitate the generation of hydrogen from seawater.
In another embodiment 650, at least one of the output vessels stores liquefied ammonia, and the input vessel includes devices that separate atmospheric nitrogen from the air.
In another embodiment 650, at least one of the output vessels includes memory storage devices that store computational problems received by the embodiment from radio transmissions (or other sources), and/or the results of computations performed by the computational circuits within the processing module until the time that those results, or a portion thereof, can be transmitted to a remote computer by radio transmissions (or by other communications channels and/or methods).
In another embodiment 650, at least one of the PTOs, e.g., 652, does not convert the gravitational potential energy of the water it lifts into electrical energy. Instead it uses that potential energy to desalinate water.
In another embodiment 650, at least one of the PTOs, e.g., 652, does not convert the gravitational potential energy of the water it lifts into electrical energy. Instead it uses that potential energy to extract a mineral from the seawater on which the embodiment floats.
Water that has flowed through the diode pump and reached the top of the pump is thereafter directed into a channel (not visible) containing a water turbine (not visible) rotatably connected to a generator 702. The water flowing down through the turbine channel engages and/or energizes the water turbine thereby imparting rotational kinetic energy and/or rotational torque to the generator 702 and thereby generating electrical power.
The illustrated embodiment 700 is sealed and the water contained therein is lifted by wave action through the diode pump to a maximal height after which it flows through the embodiment's water turbine, thereby generating electrical power. After flowing through the water turbine, the water within the illustrated embodiment flows back into the diode pump and is again, and repeatedly, raised to the top of the pump in response to continued wave action.
The diode pump 701 of the illustrated embodiment is rigidly connected to a plurality of diode hinge elements, e.g., 703, which rotate about a shaft 704 and/or axle that rotatably connects the diode hinge elements, e.g., 703, to a corresponding and/or complementary plurality of base hinge elements, e.g., 705. The base hinge elements, e.g., 705, are rigidly attached to a base 706 and/or platform that is typically attached to, and/or resting upon, the ground, e.g., the seafloor, at the base of the body of water in which the embodiment 700 is typically deployed.
The illustrated embodiment 700 is a closed system and recycles and/or recirculates the water that its diode pump raises. Another embodiment similar to the one illustrated in
An embodiment similar to the one illustrated in
An embodiment similar to the one illustrated in
Because the diode pump 701 within the embodiment of
The generator 702 of the illustrated embodiment 700 is positioned outside and above the enclosure 701 housing the embodiment's diode pump. However, the scope of the disclosure includes any number of generators, any type(s) of generator(s), any position of a generator within the embodiment, e.g., within the diode pump housing 701, any type, shape, design, and/or position of enclosure about the generator.
The illustrated embodiment 700 is deployed within a body of water 707 and rests on the ground 708, e.g. the seafloor, beneath the body of water 707.
The diode pump 701 of the embodiment 700 is encased and/or enclosed within outer walls, including a topmost wall 709, a bottommost wall 710, and side walls 701. The generator 702 is rotatably connected to the water turbine (not visible) by a shaft 711.
At the back of the diode pump enclosure 701 is an upper receiving chamber 712 into which water flows after reaching and being deposited into the upper most reservoir of the diode pump. Water within the upper receiving chamber 712 flows into turbine tube 713 in which a water turbine (not visible) is positioned. Water flows down through the turbine tube 713, and through the water turbine therein, thereby imparting energy to the water turbine and therethrough to the rotatably connected generator 702, thereby generating electrical power. After flowing through the water turbine, water down through the turbine tube 713 flows into the lower receiving chamber 714 and then back into the lower most reservoir of the diode pump.
An embodiment is typically deployed in an orientation that places its hinge axle 704 parallel to the dominant and/or typical wave front, and/or normal to the dominant and/or typical wave direction. In such an orientation, the diode pump will tend to tilt with a maximal amplitude and/or degree and will therefore tend to operate with maximal efficiency, i.e., it will tend to lift water up through the diode at a maximal rate of flow.
In response to the wave's return stroke (i.e., when the direction of the wave's surge reverses), the embodiment's upper portion will respond by swaying, tilting, and/or rotating 715, about its rotational shaft 704 from an initial position and/or orientation at 700R, to a new position and/or orientation at 700L. And, the water that was lifted as a consequence of its left-to-right flow up the right-ascending ramps of the embodiment's diode pump 701, will be further lifted as a consequence of a right-to-left flow up the left-ascending ramps of the embodiment's diode pump.
With the passage of each wave of sufficient amplitude and period, the water within the embodiment's diode pump will be raised. And, with the passage of each wave of sufficient amplitude and period, a portion of the water within the diode pump will flow into the embodiment's upper receiving chamber 712, and therethrough into the embodiment's turbine tube 713, therein flowing through, and imparting energy to, the water turbine positioned therein.
The actual diode pump of the embodiment illustrated in
The illustration of
When a wave tilts the diode pump to the left (with respect to the illustration in
A “waterfall edge” is an edge of an upper surface of a ramp that is raised relative to an adjacent lower surface, reservoir, chamber, and/or void, such that a fluid flowing from the upper surface of the ramp, and over the waterfall edge, will tend to fall and/or flow downward into the receiving reservoir, and/or onto the lower surface. The waterfall edge at the end of a ramp, e.g., 719, tends to cause water flowing, e.g., 717, toward the end and/or edge of the ramp to “fall over” the ramp's edge 719 and fall into, and become trapped within, a receiving reservoir, e.g., 720.
When a wave, and/or wave surge, with an approximately opposite direction tilts the diode pump to the right (with respect to the illustration in
This pattern of tilt-induced water flow from originating reservoirs, e.g., 720, up and through ramps, and/or inclined channels, e.g., 722, over waterfall edges, e.g., 723, and into receiving reservoirs, e.g., 724, is repeated with each wave-induced tilt reversal of sufficient magnitude and period. Water that originates within the lowermost reservoir 716 eventually, incrementally, and progressively, rises from reservoir to reservoir, with each reservoir being positioned at a greater height above, and/or distance from, the lowermost reservoir 716, until it is deposited in an uppermost reservoir 725 after which the water will possess a substantial amount of gravitational potential energy. The raised water, held in the uppermost reservoir 725, may then be directed to flow through a water turbine that converts a portion of its gravitational potential energy into mechanical energy that may be used to energize a generator and generate electrical power. The raised water may be used to create a pressurized flow of water through desalination membranes thereby extracting relatively fresh water from relatively saline water, e.g., from seawater. The raised water may also be used to create a pressurized flow of water through mineral-extraction membranes, mats, and/or other porous structures, thereby extracting minerals from mineral-rich water, e.g., from seawater.
The example diode flow structure illustrated in
Each reservoir in the sample diode illustrated in
Effluent from the water turbine 726 enters the lower receiving chamber 714 and then flows 715 into the lowermost reservoir 727 of the diode pump 701. In response to a sufficient and favorable wave-induced tilt of the diode 701, water in the lowermost reservoir 727 of the diode pump tends to flow “up” (which during a sufficient and favorable wave-induced tilt of the diode is actually “down” with respect to gravity) the ramp and/or inclined channel 728, over the waterfall edge 729 of the ramp 728, and down and into receiving reservoir 730.
Because of the vertical wall 731 that separates the reservoirs and ramps visible within the illustration of
The reservoirs and ramps adjacent to the illustrated vertical assortment of reservoirs and ramps, i.e., the reservoirs and ramps in front of the section plane as well as those behind the vertical wall 731, are of an opposite arrangement. The reservoirs on the left and right are present across the entire width of the diode pump 701. However, the reservoirs and ramps adjacent to the illustrated vertical assortment of reservoirs and ramps differ from those illustrated in
As a consequence of a series of sufficient and favorable wave-induced tilts of the diode, in alternating left and right directions of tilt, water ascends through the diode pump 701 in the manner explained in relation to the illustration and description associated with
After passing through the water turbine, water flowing down and through turbine tube 713 (i.e., the turbine's effluent) flows into the lower receiving chamber 714, and thereafter into the lowermost reservoir 727 of the diode pump 701. And, the cycle repeats . . . .
The diode pump 701 of the embodiment 700 contains opposing sets of reservoirs that are interconnected by ramps and/or inclined channels. In the embodiment illustrated in
The diode pump 701 of the embodiment is comprised of 12 vertical diode segments in which the ramps are inclined such that they ascend from the “back” of the diode to the “front” (e.g., as illustrated in
Whereas water flows from the back of the diode to the front within the vertical diode segment illustrated in
In response to a wave-induced tilt 737 of the embodiment's diode pump 701, that is of favorable direction and sufficient magnitude and period, water within a leftmost originating reservoir, e.g., 730 and 734, flows across a nominally upwardly-inclined ramp, and/or channel, e.g., 737 and 738, that directs the water to a receiving reservoir, e.g., 733 and 740, that is higher than, and/or further from, the bottom of the embodiment and/or from the ground, e.g., seafloor, on which the embodiment rests and/or is attached. Because of the wave-induced tilt 737 of the embodiment's diode pump 701 the nominally upwardly-inclined ramps, and/or channels, of the illustrated vertical diode segment are, with respect to the pull of gravity, actually downwardly-inclined.
Water flowing from reservoir 734, through channel 739, and into reservoir 733, thereafter flows 735 into the upper receiving chamber 712, and thereafter into the turbine tube 713, through the water turbine 726, into the lower receiving chamber 714, and it then flows 715 back into the bottommost reservoir 727 from which it will again be pumped to the top of the diode and back through the turbine 726 again and again.
Please note that the arrow 732 of
In response to a favorable tilt (e.g., 732 in
In response to a favorable tilt (e.g., 737 in
The illustrated embodiment 800 has a hull, shape, form, and/or displacement, that is primarily cylindrical between its upper 803 and lower ends 805. The embodiment has an approximately torpedo-like shape. Mounted atop the upper end 803 is a radio transceiver 806, which in the embodiment illustrated in
The embodiment illustrated in
At an upper end 803 of the embodiment 800 is a phased-array antenna 806 which receives encoded electromagnetic signals from one or more remote antennas (e.g., such as from ships, satellites, and shore-based facilities), and which transmits to one or more remote antennas (e.g., such as to ships, satellites, and shore-based facilities) at one or more particular and/or specific frequencies encoded electromagnetic signals. Signals received by the phased array antenna are decoded and/or otherwise processed by the embodiment's control system 811. Signals transmitted are encoded and/or otherwise prepared by the embodiment's control system 811.
The embodiment 800 includes a computational module 812 which incorporates, includes, and/or utilizes, a plurality of computational circuits including, but not limited to: computer processing units (CPUs), graphics processing units (GPUs), application-specific integrated circuits (ASICs), tensor processing units (TPUs), quantum processing units (QPUs), and optical processing units. The computational module also incorporates, includes, and/or utilizes, a plurality of memory circuits, a plurality of power management circuits, a plurality of network circuits, encryption/decryption circuits, etc., in addition to other circuits useful for the execution, completion, and/or implementation, of computational tasks, and for the gathering, sorting, compression, and/or storage, of computational results. The computational module includes electronic circuits, optical circuits, and other types of circuits. Heat generated by the activity, energization, and/or operation, of the electronic and/or optical circuits is transmitted, at least in part, conductively to the body of water 801 in which the embodiment floats and/or operates.
The embodiment 800 includes a pair of buoyancy control and trim adjustment modules 813 and 814 with which the embodiment's control system 812 may alter the overall density of the embodiment as well as the distribution of buoyancy within the embodiment.
The embodiment 800 incorporates, includes, and/or utilizes, fixed-wing fins, e.g., 815 and 816, which incorporate, include, and/or utilize, flaps, e.g., 817, to alter, adjust, control, regulate, change, and/or modify, its pitch, yaw, roll, course, direction, and/or movements, when the embodiment is being propelled forward or backward in response to thrust produced by the propeller 807.
A portion of the embodiment's interior is occupied by a power take off 818. The power take off progressively, incrementally, and/or serially, lifts water about and/or within a spiral hollow tube, and/or series of fluidly connected tubes, in response to tilting (810 in
When water has reached an upper end of the spiral tubular water channel 818, it passes into an upper reservoir chamber 819 proximate to that upper end. Water within the upper reservoir chamber flows downward under the influence of gravity and/or with respect to a head pressure. Water within the upper reservoir chamber flows into a turbine pipe (not visible) and therethrough flows into a lower reservoir chamber, the bottom of which is established by a lower reservoir pan 820, and the lateral walls of which are established by the spiral tubular water channel.
Water flowing downward through the turbine pipe (not visible) flows through, causes to rotate, and/or energizes, a water turbine (not visible) positioned therein. Rotations of the water turbine and its rigidly connected turbine shaft (not visible) impart rotational kinetic energy to an operably connected generator 821, thereby causing the generator to produce electrical power. At least a portion of the electrical power produced by the generator is stored within an energy storage module comprising a plurality of batteries (not visible).
When activated by the embodiment's control system 811 and energized by the embodiment's energy storage module (not visible), an electrical motor 822 causes the propeller 807 and its connected propeller shaft 823 to rotate. The embodiment's control system 811 is able to cause the motor to rotate the propeller 807 in a direction that causes the propeller to push the embodiment in a forward direction, i.e., toward its upper end 803, as well as in a direction that causes the propeller to pull the embodiment in a backward direction, i.e., away from its upper end 803.
An outer spiral tubular water channel 818 is comprised of fluidly-connected tubular segments through which water flows in a counter-clockwise direction (when viewed from above the upper end of the PTO proximal to the PTO's upper reservoir chamber 819). The outer spiral tubular water channel 818 surrounds an inner spiral tubular water channel (not visible) in which water flows in a clockwise direction (when viewed from above the upper end of the PTO proximal to the PTO's upper reservoir chamber 819).
In response to wave-induced tilting of the PTO relative to a nominally vertical longitudinal axis of approximate radial symmetry water in the outer spiral tubular water channel 818 moves incrementally through, around, and upward, within that channel in a counter-clockwise direction. In response to the same wave-induced tilting of the PTO relative to a nominally vertical longitudinal axis of approximate radial symmetry water in the inner spiral tubular water channel (not visible) moves incrementally through, around, and upward, within that channel in a clockwise direction.
Water trapped within the lower reservoir chamber (not visible) defined in part by the lower reservoir pan 820 enters a lowermost portion of each of the inner and outer spiral tubular water channels. Water enters each of the inner and outer spiral tubular water channels through a respective aperture in a respective channel-specific lowermost tubular segment. After passing through the respective lowermost tubular segment of each of the inner and outer spiral tubular water channels, water remains trapped within each of the inner and outer spiral tubular water channels as wave-induced tilting of the PTO incrementally causes that water to flow through, around, and upward, within each respective channel.
At the summit of each spiral flow of water, within each respective inner and outer spiral tubular water channel, the water within each channel is deposited within and/or into the upper reservoir chamber 819 through a channel-specific aperture in the uppermost tubular segment of each of the inner and outer spiral tubular water channels. Thus, water from the lower reservoir chamber enters each of the inner and outer spiral tubular water channels through a respective aperture at the base of each channel, and winds it way in respective clockwise and counter-clockwise directions through those respective spiral tubular water channels, after which the water from each channel is deposited into the upper reservoir chamber 819. Water within the upper reservoir chamber then flows, under gravitationally-induced head pressure, through a turbine pipe (not visible), and a water turbine (not visible) therein, which imparts rotational kinetic energy to a generator 821 operably-connected to the generator, thereby causing the generator to produce electrical power.
The PTO is a closed system. In other words, the water flowing upward within the inner and outer spiral tubular water channels, the water within the upper and lower reservoir chambers, and the water that flows through the turbine pipe to the water turbine, is the same water flowing cyclically through the PTO, over and over again. Because the PTO is a closed system, the gas within the PTO is trapped therein and neither flows out of the PTO, flows into the PTO, nor is exchanged with gases outside the PTO.
In response to wave-induced tilting and/or rocking of the embodiment, when it floats in an approximately vertical orientation adjacent to an upper surface of a body of water over which waves pass, water flows in a counter-clockwise direction (when viewed from above its uppermost end as in the illustration of
Arrows shown in gray indicate flows of water within a portion of the respective spiral tubular water channel that is enclosed and/or below the section plane. Arrows shown in black indicated flows of water within a portion of the respective spiral tubular water channel that is exposed due to the section plane passing below its upper channel wall.
Similarly, in response to the same wave-induced tilting and/or rocking of the embodiment, when it floats in an approximately vertical orientation adjacent to an upper surface of a body of water over which waves pass, water flows in a clockwise direction (when viewed from above its uppermost end as in the illustration of
When the embodiment, and the illustrated embodiment PTO, floats in an approximately vertical orientation adjacent to an upper surface of a body of water over which waves pass, water within the upper reservoir chamber 819 is elevated relative to the lower reservoir chamber (not visible) and as such is imbued with a gravitationally-induced head pressure that tends to cause it to flow into turbine pipe 841, which is fluidly-connected to the turbine pipe. As water flows down, toward the lower reservoir chamber (not visible), it flows through, engages, energizes, and causes to rotate, a water turbine 842 positioned therein. Rotations of the water turbine impart rotational kinetic energy to a generator (821 in
As water moves upward and through the outer spiral tubular water channel 818 it reaches, and/or flows 828 into, the final tubular segment 829 of that water channel, after which it flows 830 through outer spiral tubular water channel effluent pipe 831 into the upper reservoir chamber 819. Similarly, as water moves upward and through the inner spiral tubular water channel 832 it reaches, and/or flows 838 into, the final tubular segment 837 of that water channel, after which it flows 839 through inner spiral tubular water channel effluent pipe 840 into the upper reservoir chamber 819.
Water within the upper reservoir chamber 819 flows 843, under the influence of gravity, into the turbine pipe 841, and therethrough flows through the water turbine (not visible) imparting to it energy.
Water 844 trapped in the PTO's lower reservoir chamber, comprised of lateral walls formed by the inside surface of the inner and/or centermost surface and/or wall of the inner spiral tubular water channel 832, and the bottom wall formed by the lower reservoir pan 820, is drawn into the lowermost portions of the inner 832 and outer 818 spiral tubular water channels. Water 844 from the lower reservoir chamber flows 845 into the lowermost tubular segment 846 of the outer spiral tubular water channel 818 through an aperture (not visible) within that lowermost tubular segment. Water 844 from the lower reservoir chamber flows 847 into the lowermost tubular segment 848 of the inner spiral tubular water channel 832 through an aperture (not visible) within that lowermost tubular segment.
In response to wave-induced rocking of the embodiment, and of the PTO therein, relative to a nominally vertical longitudinal axis of approximate radial symmetry water in both the inner 832 and outer 818 spiral tubular water channels moves incrementally through, around, and upward, within each channel, eventually reaching the uppermost tubular segment of each spiral tubular water channel and thereafter flowing into the upper reservoir chamber 819 and increasing the mass and/or volume of water 849 therein. Water flows 830 and 839 into the upper reservoir chamber from the respective effluent pipes 831 and 840 of the respective inner and outer spiral tubular water channels.
Water 849 within the upper reservoir chamber 819 flows 843 into the turbine pipe 841, after which it flows 850 down through that pipe until it flows 851 into and through the water turbine 842, thereby transmitting rotational kinetic energy to its respective turbine shaft 852, which, in turn, transmits that energy to the operably-connected generator 821, thereby causing the generator to produce electrical power. A portion, if not all, of the electrical power produced by the generator 821 is transmitted to the energy storage module 853 and/or to the batteries, e.g., 854, therein.
Water flowing 855 out of the water turbine, and/or the turbine pipe 841, enters the pool of water collected within the lower reservoir chamber 844, and thereafter is drawn into one of the inner 832 or outer 818 spiral tubular water channels . . . to repeat the cycle of wave-induced flow and energy production.
Water 844 within a lower reservoir chamber is drawn 856 into the lowermost ends of a pair of counter-rotating spiral tubular water channels, with the pair of channels representing in
Water 849 within the upper reservoir chamber 819 flows 843 into and down 850 through the turbine pipe 841, eventually flowing 851 into the water turbine 842 positioned within the turbine pipe and causing that water turbine to rotate. Rotations of the water turbine are transmitted by a turbine shaft (852 in
Water collected within the lower reservoir chamber (844 in
The illustrated tubular segment is a nominal tubular segment. The lowermost and uppermost tubular segments of each of the inner and outer spiral tubular water channels are different from the tubular segments between those lowermost and uppermost tubular segments, as they are from the medial tubular segment 864 illustrated in
The tubular segment 864 defines a channel 865 that follows an upward spiraling path about a vertical longitudinal axis of rotation. The collection, set, and/or group, of interconnected tubular segments of which each spiraling tubular water channel is comprised approximately define the surface a cylinder. A reference line 866 is included in
When water flows through one of the embodiment's spiral tubular water channels, it tends to flow through each of the tubular segments of which that spiral tubular water channel is comprised as it incrementally flows through the upward spiraling water channel. When water flows through a tubular segment, water flows 867 into, and/or enters, the tubular segment through a medial aperture 868 in an upper wall of the tubular segment. Water flowing and/or entrained within the interior channel 865 of the tubular segment can flow 869 backward (i.e., in a direction of flow opposite that of the flow through the respective spiral tubular water channel) and/or accumulate at the back end (i.e., the rightmost end with respect to the orientation of the tubular segment illustrated in
However, when the tilt angle of the PTO, and/or the embodiment in which the PTO is incorporated, is advantageous, e.g., resulting in a change in the orientation of the tubular segment 864 in which the back end becomes elevated to a relatively greater height than the nominally higher forward end, then water within the interior channel 865 of the tubular segment tends to flow 870 toward the forward end (i.e., “forward” with respect to the nominal direction of water flow through the spiral tubular water channel) of the tubular segment. If the water within the tubular segment flows far enough, then it reaches a forward aperture 871 and flows down and out of that aperture, nominally into and through the medial aperture 868 of the next tubular segment in the spiral tubular water channel, and/or of which the spiral tubular water channel is comprised. Similarly, it is water that has flowed to and out of the forward aperture 871 of the prior tubular segment in the spiral tubular water channel that flows 867 into the illustrated tubular segment.
The illustrated tubular segment 864 tends to keep water trapped within that tubular segment when the orientation, tilt, rocking, and/or angular offset from vertical, of the PTO and/or the respective embodiment are unfavorable. This prevents water within a spiral tubular water channel from flowing backward within the spiral tubular water channel when the orientation, tilt, rocking, and/or angular offset from vertical, of the PTO and/or the respective embodiment is not favorable. However, when the orientation, tilt, rocking, and/or angular offset from vertical, of the PTO and/or the respective embodiment becomes favorable, then the water within each tubular segment tends to flow 870 forward, thereby increasing its distance above the lower reservoir chamber and the water turbine.
Each wave-powered lifting of water within each of the embodiment's two spiral tubular water channels tends to increase the gravitational potential energy of the water within the spiral tubular water channel, and because the back flowing of that water is inhibited if not prevented, the potential energy imparted to the water is captured.
A reference plane 866 is included in
Water flows 875 in to the hollow interior 874 of tubular segment 873 through that tubular segment's medial aperture 876. In response to favorable tilting of the array of tubular segments, i.e., of the respective spiral tubular water channel of the respective PTO, water within the interior water channel 874 of tubular segment 873 flows 877 forward within the tubular segment, reaching and flowing 867 down through that tubular segment's forward aperture, which is also the medial aperture 868 of tubular segment 864. Thus, the water within tubular segment 873 flows 867 into tubular segment 864, and, in response to favorable tilting of the array of tubular segments, flows 870 forward to that tubular segment's forward aperture 871, and then flows 872 down and through that forward aperture, nominally into the interior of the next tubular segment within the fluidly connected series, and/or chain, of such tubular segments of which the respective spiral tubular water channel is comprised.
Tubular segment 878 is the tubular segment through which water from the lower reservoir chamber enters the spiral tubular water channel in order to begin its ascension up the spiral water channel to the upper reservoir chamber (819 in
A reference plane 866 has been included in
Tubular segment 885 is the tubular segment through which water pumped upward through wave action at the spiral tubular water channel flows out of the spiral tubular water channel and flows into its respective upper reservoir chamber (819 in
In the illustration of
A reference plane 866 has been included in
A reference plane 866 is included in
The orientation of the two fluidly-connected tubular segments 892 and 893 illustrated in
In this non-tilted orientation, the water 896 and 898 within each tubular segment is sequestered, trapped, and/or entrained, at the back and/or lowermost end of the respective water channel within each tubular segment. That water is unable to flow back down the respective spiral tubular water channel of which the illustrated tubular segments are a part.
And, as with the
Unlike in the illustration of
The illustration in
In the unfavorably-tilted orientation of the tubular segments 892 and 893 illustrated in
The unfavorable tilting of the tubular segments 892 and 893 has resulted in a reduction in the area of each respective upper and/or free surface 895 and 897 of each respective body of water 896 and 898 entrained within each respective tubular segment (i.e., in comparison to the area of each respective upper and/or free surface 895 and 897 of each respective body of water 896 and 898 entrained within each respective tubular segment of the un-tilted orientation illustrated in
And, as with the
The illustration in
Unlike in the illustration of
The water 896 within the hollow interior of tubular segment 892 is flowing 904 through, into, and/or out of, the forward aperture 905 of tubular segment 892, which is fluidly connected, and/or adjacent to the medial aperture of tubular segment 893. After flowing 904 from tubular segment 892 into tubular segment 893, the water originating from the interior of tubular segment 892 mixes with the water already flowing 903 forward within the interior of tubular segment 893. The mixed water 898 flows 903 forward toward the forward aperture 907, and subsequently flows down, through, and past, forward aperture 907, nominally into a succeeding tubular segment (not shown)
The embodiment of the power take off illustrated in
The embodiment illustrated in
Please note that directions of fluid flow within the tubular channel of the illustrated PTO are indicated by arrows outside those tubular channels. The reader should interpret the arrows signified as indicators of fluid flow as indicating fluid flow within the adjacent part or portion of the tubular PTO.
With respect to the simplified PTO illustrated in
In response to favorable tilting of the PTO, water within tubular segment 914 flows 915 forward through that spiral tubular segment. Water flowing 915 to the forward end of the tubular segment 914 falls and/or flows 916 through the approximately vertical connecting tube segment 917 thereby flowing into and/or entering the next tubular segment 918 in the tubular PTO.
In response to favorable tilting of the PTO, water within tubular segment 918 flows 919 forward through that spiral tubular segment. Water flowing 918 to the forward end of the tubular segment 919 falls and/or flows 920 through the approximately vertical connecting tube segment 921 thereby flowing into and/or entering the next tubular segment 922 in the tubular PTO.
In response to favorable tilting of the PTO, water within tubular segment 922 flows 923 forward through that spiral tubular segment. Water flowing 922 to the forward end of the tubular segment 923 falls and/or flows 924 through the approximately vertical connecting tube segment 925 thereby flowing into and/or entering the next tubular segment 926 in the tubular PTO.
In response to favorable tilting of the PTO, water within tubular segment 926 flows 927 forward through that spiral tubular segment. Water flowing 927 to the forward end of the tubular segment 926 falls and/or flows 928 through the approximately vertical connecting tube segment 929 thereby flowing into and/or entering the next tubular segment 930 in the tubular PTO.
In response to favorable tilting of the PTO, water within tubular segment 930 flows 931 forward through that spiral tubular segment. Water flowing 930 to the forward end of the tubular segment 931 flows 932 into the approximately vertical connecting tube segment 933 thereby flowing 935 out of an aperture 936 positioned at a nominally uppermost end of the last tubular segment 930 in the illustrated PTO.
In response to unfavorable tilting, water within any of the tubular segments, other than the initial tubular segment 909, will flow, e.g., 937, backward and become entrained and/or trapped in the closed, aperture-free backmost, and/or nominally lowermost, portion, e.g., 938, of each respective tubular segment.
The water exiting and/or flowing 935 out of the nominally uppermost end of the illustrated PTO is elevated with respect to the aperture 910 through which it entered the PTO. The illustrated PTO, and especially more extensive, longer, and/or PTOs with greater numbers of spiral windings, are capable of elevating fluids to significant heights when driven by waves of sufficient energy, period, and surge length. And the gravitational potential energy imparted to fluids so elevated may then be passed through a water- or fluid-turbine in order to energize an operably-connected generator, thereby producing electrical power. The resulting gravitational potential energy of the elevated water can be used for other purposes in which the head pressure of the water is utilized directly, or for other useful purposes still.
An embodiment of the present disclosure does not include, incorporate, and/or utilize, a generator. An embodiment of the present disclosure does not include, incorporate, and/or utilize, a water turbine. An embodiment of the present disclosure does not include, incorporate, and/or utilize, a turbine shaft, e.g., an embodiment utilizes a hubless water turbine which is itself a generator.
When cruising below the surface 1001 of a body of water, the embodiment's propeller 1003 typically pushes the embodiment toward its forward end. However, when the embodiment's propeller is rotated in an opposite direction, the propeller pulls the embodiment backward.
The embodiment incorporates, includes, and/or utilizes, two stabilizing and/or directional fins, e.g., 1006, along each of its narrow sides, as well as one stabilizing and/or directional fin, e.g., 1007, on each of its broad sides, positioned adjacent to the back end 1002 of the embodiment.
At least in part because of its oblong shape with respect to horizontal cross-sections when floating adjacent to a surface 1001 of a body of water over which waves are passing, the embodiment will tend to orient itself, and/or be driven to an orientation, in which its broad sides are approximately parallel to the wave front 1008, and/or normal to the direction of wave propagation 1009. The embodiment illustrated in
Mounted to the top of the embodiment is a phased array radio antenna 1012.
The embodiment's control system (not visible) steers the embodiment as it cruises through the articulation of flaps, e.g., 1013, incorporated within each of the four fins 1006 and 1014-1016 mounted and/or attached to its two narrow sides, e.g., 1005 (with two fins on each narrow side), and through the articulation of flaps incorporated within each fin 1017 and 1007 (see
Propeller 1003 is operably-connected to propeller shaft 1020.
Propeller 1003, and the turbine shaft 1020 operably-connected to the propeller, are rotated by motor 1021 in either of two directions. The first direction of rotation generates thrust that pushes and/or propels the embodiment in a forward direction (i.e., toward the top of the page with respect to the embodiment orientation illustrated in
As illustrated and explained in relation to
PTO 1022-1024 is positioned within a compartment and/or space 1025 within the embodiment's interior. Much of the embodiment's interior 1026 is comprised of a buoyant material, which includes, but is not limited to, structural polyurethane foam.
The embodiment incorporates, includes, and/or utilizes, forward and back buoyancy and trim modules 1028 and 1029, respectively, with, and/or through, which the embodiment's control system 1030 controls the orientation of the embodiment, especially when it cruises beneath the surface of the body of water in which it floats (as illustrated in
Because the embodiment tends to adopt, and/or be driven to, an azimuthal and/or lateral-angular orientation that aligns its broad sides with the prevailing and/or dominant wave front, and/or aligns its broad sides such that they approximately normal to the prevailing and/or dominant direction of wave propagation. Therefore, the rocking imparted to, and/or induced in, the embodiment in response to wave action tends to be aligned so as to lift water at the greatest possible rate within the PTO, and/or to impart a maximal amount of wave energy to the embodiment's PTO.
Through its phased-array antenna 1012, the embodiment's control system 1030 receives encoded transmissions and/or signals of electromagnetic, radio, and/or optical, energy from remote sources and/or antennas. The control system decrypts, and/or interprets, those encoded signals and processes them. When appropriate, the control system transmits the data and/or computational tasks within an encoded signal to a network, collection, set, and/or plurality, of computing devices positioned and operating within the embodiment's energy storage and computing module 1027. At least a portion, and typically all, of the computing devices and other electronic, optical, networking, memory, and other devices within the energy storage and computing module are energized by energy transmitted to them by the energy storage and computing module.
At least one computer within the energy storage and computing module 1027 may transmit to the control system 1030 at least a portion of computational results obtained from, and/or generated by, the execution of a computational task transmitted to one or more computers within the energy storage and computing module by the control system. The control system encrypts, formats, and/or encodes, data and/or computational results obtained from the computers in the energy storage and computing module, as well as data and/or computational results that it produces, and then transmits encoded transmissions and/or signals of electromagnetic, radio, and/or optical, energy to remote receivers and/or antennas.
The circuits and/or components within the embodiment's energy storage and computing module 1027 includes, but is not limited to: a plurality of computational circuits including, but not limited to: computer processing units (CPUs), graphics processing units (GPUs), application-specific integrated circuits (ASICs), tensor processing units (TPUs), quantum processing units (QPUs), and optical processing units. The energy storage and computing module also incorporates, includes, and/or utilizes, a plurality of memory circuits, a plurality of power management circuits, a plurality of network circuits, encryption/decryption circuits, etc., in addition to other circuits useful for the execution, completion, and/or implementation, of computational tasks, and for the gathering, sorting, compression, and/or storage, of computational results. The energy storage and computing module includes electronic circuits, optical circuits, and other types of circuits.
Heat generated by the activity, energization, and/or operation, of the electronic and/or optical circuits is transmitted, at least in part, conductively to the body of water 1001 in which the embodiment floats and/or operates.
The energy storage and computing module 1027 includes, but is not limited to: batteries, capacitors, electrolyzers, hydrogen storage components, fuel cells.
After being discharged from the fluid-elevating ramps, the fluid elevated by the embodiment in response to rocking, e.g., in response to wave action at a vessel to which the PTO is affixed or mounted, is directed into a high-energy fluid reservoir (not visible) and from there into an upper end of a turbine tube 1101 in which a hubless fluid turbine 1102 is positioned and rotated by the descending fluid within the turbine tube. The effluent from that fluid turbine is then collected within a low-energy fluid reservoir (not visible).
Fluid from the low-energy reservoir (not visible) is drawn into the lowest fluid-elevating ramp within the embodiment and is thereafter incrementally raised to ever increasing elevations within the embodiment until it is again discharged, and until it again imparts to the fluid turbine a portion of the gravitational potential energy imparted to it by the embodiment in response to rocking of the embodiment, e.g., in response to wave action.
The illustrated section discloses an approximately vertical first array of inclined ramps and/or flumes, e.g., 1103, of a first angularity, angle, and/or slope, up and over which a fluid, e.g., water, inside the embodiment is able to flow, e.g., 1104 from a respective basin, e.g., 1124. When the fluid flows, e.g., 1105, far enough along a flume, e.g., 1103, the fluid will tend to fall over a raised distal ramp edge and/or precipice, e.g., 1106, and become deposited, entrained, trapped, and/or captured, within a basin, spillway, and/or trough, e.g., 1107, positioned beneath each respective precipice and formed, instantiated, fabricated, and/or manifested, at least in part, by a floor, e.g., 1128. The fluid deposited into a spillway, e.g., 1107, is then able to flow up and over a complementary flume of a second angularity, angle, and/or slope, where the second slope is on opposite sign as the first slope with respect to a planar projection of the complementary ramps onto a Cartesian plot, i.e., if the ramps of the vertical array are ascending with respect to leftward flows (e.g. with respect to the orientation of the illustration in
When fluid flowing 1127 from the uppermost basin 1126 on and/or over flume 1130 flows 1108 to and over the uppermost raised distal ramp edge and/or precipice 1109 is deposited, entrained, trapped, and/or captured, within the embodiment's high-energy fluid reservoir 1110, thereby tending to alter the height and/or level of that reservoir's surface 1111. A bottom wall of the high-energy fluid reservoir is comprised, at least in part, of a wall 1129. Fluid within the high-energy fluid reservoir is driven by gravity to flow 1112 downward within the interior channel 1113 of the turbine pipe 1101. Eventually, the fluid flows 1114 into and through hubless fluid turbine 1115 thereby imparting rotational energy to the generator 1116 of the fluid turbine assembly 1102, causing the generator to produce electrical power.
Effluent fluid flowing 1117 out of the hubless fluid turbine 1115 is deposited into the embodiment's low-energy fluid reservoir 1118 thereby tending to alter the height and/or level of that reservoir's surface 1119. The embodiment's low-energy fluid reservoir 1118 is held, entrained, trapped, and/or captured, within a basin 1120, comprised at least in part by a bottom wall 1131, from which fluid is again drawn into the embodiment's PTO by flowing up and over a lowermost inclined ramp of a second approximately vertical array of inclined ramps (not visible in the section due to the placement of the section plane).
Please note that the fluid flows specified in
The sectional illustration of
In response to a favorable tilt of the embodiment 1100, fluid 1118 pooled within the embodiment's low-energy fluid reservoir 1118 flows 1134 up, and along, flume 1131 there after flowing 1135 over the precipice at the end of that flume, thereby falling into basin 1124. Fluid pooled, deposited, collected, and/or standing, in basin 1124, will, in response to a favorable tilt, then flow (1104 in
This process of fluid in the embodiment flowing up and over the precipice of one flume, and subsequently being depositing into a respective basin adjacent to a first vertical edge and/or side of the medial wall separating complementary flumes and/or arrays of flumes, and thereafter flowing up and over the precipice of a complementary (e.g., a flume of an opposite slope) flume, and subsequently being depositing into a respective basin adjacent to a second and/or opposite vertical edge and/or side of the medial wall, continues until the fluid is lifted, elevated, and/or flows into the embodiment's high-energy fluid reservoir 1110.
Fluid pooled, deposited, collected, and/or standing, in basin 1141, will, in response to a favorable tilt, flow (1142 in
Fluid pooled, deposited, collected, and/or standing, in the embodiment's high-energy fluid reservoir 1110 flows, in response to the pull of gravity, into and through turbine pipe 1101 wherein it flows through, energizes, and causes to rotate a hubless fluid turbine (1115 in
Please note that the fluid flows specified in
The cyclic clockwise and counterclockwise tilting of the embodiment illustrated in
Chamber 1120 entrains, holds, stores, and/or encloses, the embodiment's low-energy fluid reservoir (1118 in
Fluid flowing 1154 up flume 1152 flows 1155 over precipice 1157 and is deposited into basin 1146. Fluid then flows 1158 laterally within basin 1146 from the side of that basin below (with respect to the illustration in
The embodiment illustrated in
The embodiment illustrated in
The embodiment illustrated in
The embodiment illustrated in
An embodiment similar to the one illustrated in
The embodiment illustrated in
The embodiment illustrated in
The embodiment illustrated in
The embodiment illustrated in
Embodiments of the present disclosure similar to the one illustrated in
An embodiment of the present disclosure comprises a first set of basins out of which fluid can flow through respective first set of inclined channels in response to a tilt and/or a rotation of the embodiment in a first direction, and a second set of basins out of which fluid can flow through respective second set of inclined channels in response to a tilt and/or a rotation of the embodiment in a second direction, wherein fluid flows out of at least one of the first set of inclined channels so as to be deposited in at least one of the second set of basins that is further from the source of the fluid being elevated by the embodiment than was the basin from which fluid flowed into the at least one of the first set of inclined channels, wherein fluid flows out of at least one of the second set of inclined channels so as to be deposited in at least one of the first set of basins that is further from the source of the fluid being elevated by the embodiment than was the basin from which fluid flowed into the at least one of the second set of inclined channels, and wherein the first direction of tilt is opposite the second direction of tilt with respect to a plane through which the embodiment tilts and a gravitational unit vector about which the embodiment tilts within the plane.
An embodiment of the present disclosure incorporates, includes, and/or utilizes, Tesla valves within a plurality of channels through which fluid flows back and forth, thereby being raised to greater elevations, when the embodiment is tilted in favorable directions, to sufficient degrees of tilting, and for sufficient periods of time in tilted orientations.
Embodiments of the present disclosure incorporate, include, and/or utilize, as their working fluids, liquids that include, but are not limited to: water, seawater, salted water, aqueous solutions, oil, hydraulic fluid, petrochemicals, liquid nitrogen, liquified hydrogen, aqueous slurries, hydrocarbon slurries, and other types of slurries.
Embodiments of the present disclosure incorporate, include, and/or utilize, as the gaseous compliments to their working fluids, gases that include, but are not limited to: air, nitrogen, carbon dioxide, hydrogen, oxygen, water vapor, methane, and ammonia.
Embodiments of the present disclosure incorporate, include, and/or utilize, pairs of working fluids of differing densities, such that the fluid of greater density is the one elevated by the embodiment, and the fluid of lesser density is the one that tends to either not flow or flow in an opposite or complementary direction to the direction in which the fluid of greater density flows.
Embodiments of the present disclosure incorporate, include, and/or utilize, are operated in an inverted orientation to that shown in the figures herein. These embodiments utilize favorable tilting to move a gas downward, thereby tending to pressurize the gas as it is incrementally moved, and/or as it incrementally flows, downward. Such embodiments may use the pressurized air to drive an air turbine, or to perform some other useful work.
Embodiments of the present disclosure operate a variety of internal pressures. An embodiment utilizes favorable tilting to elevate fluids within a highly pressurized interior. Another embodiment utilizes favorable tilting to elevate fluids within an interior at low pressure, or near vacuum.
Many varieties of embodiments have been disclosed as examples and illustrations of the present disclosure, and some of those embodiments incorporate features, components, elements, designs, and/or attributes, that are illustrated only for a single or very few of the embodiments. The scope of the present invention includes any and all combinations, recombinations, arrangements, variations, permutations, and alterations, of the features, components, elements, designs, and/or attributes, of the illustrated embodiments regardless of the relative numbers of illustrated embodiments for which those features, components, elements, designs, and/or attributes, were included.
In response to tilting of the embodiment 1200 about a longitudinal axis 1201 of the embodiment having approximate radial symmetry, nominally as a result of wave action at the embodiment while the embodiment floats and/or is suspended within and/or at the surface of a body of water, a fluid (nominally water) is gravitationally driven to flow up upwardly inclined ramps from respective source fluid reservoirs to be deposited within respective deposition fluid reservoirs. Fluid is first drawn and lifted from a base fluid reservoir (not visible) of minimal gravitational potential energy after which it is serially, incrementally, and/or successively, driven by repeated tilting of the relative orientation of gravitational force within the embodiment, to flow up from source fluid reservoirs to deposition fluid reservoirs, where the deposition fluid reservoirs are of greater and/or increased height above the embodiment's base fluid reservoir than are the source fluid reservoirs from which the fluid flowed, with each fluid deposition reservoir serving as the source fluid reservoir for a subsequent tilt, e.g., a tile in an approximately opposite direction to the tilt which drove fluid into it.
From an uppermost fluid reservoir, fluid drains and/or flows into one of a plurality of power-take-off pipes (not visible) and therethrough into and through one of a respective plurality of fluid turbines (not visible) each of which is operatively connected to a respective electrical generator (not visible). Each electrical generator produces electrical power in response to a flow of fluid down and through its respective power-take-off pipe.
The embodiment illustrated in
While the illustrations in
In response to a plurality (e.g. at least 34) favorable tilts (i.e. tilts characterized by azimuthal angles, zenith angles, and durations sufficient to cause fluid to flow within the embodiment from one or more fluid reservoirs of respective first elevations to one or more complementary fluid reservoirs of respective second elevations where the second elevations are greater than the respective first elevations) the embodiment illustrated in
After a sufficient number of favorable tilts, fluid within the embodiment 1200 has been raised by height approximately equal to the height of each of the 34 elevation segments, and the total gravitational potential energy of the raised fluid is approximately equal to the total height of the 34 elevation segments. The embodiment illustrated in
The scope of the present disclosure includes embodiments possessing unique, different, and/or all variety of inclination angles of ramps, vertical separation of fluid reservoirs (e.g. heights of elevation levels), numbers of elevation segments, diameter, fluid reservoir volumes, etc.; as well as those possessing unique, different, and/or all variety of horizontal cross-sectional shapes (e.g. circular, elliptical, hexagonal, square, rectangular, and irregular), vertical cross-sectional shapes (e.g. rectangular, square, elliptical, hourglass, and irregular), 3D shapes (e.g. cylindrical, cuboidal, prismatic, and irregular).
The scope of the present disclosure includes embodiments which raise, process, and/or act upon any and all types of fluids, including, but not limited to: water, seawater, salted water, ammonia, metallic slurries, fluidic suspensions, liquid metals, and mercury. The scope of the present disclosure includes embodiments which are otherwise filled with any and all types of gases (through which the respective fluids flow), including, but not limited to: air, nitrogen, ammonia, and carbon dioxide.
The scope of the present disclosure includes embodiments which operate in an orientation inverted with respect to the embodiment orientation illustrated in
Fluid present in the embodiment's base fluid reservoir 1207 tends to be of sufficient level and/or volume to cause a portion of the fluid to be present on and/or at the lowermost end of the embodiment's lowermost upwardly inclined ramps (not visible). In response to a favorable tilt of the embodiment a portion of the fluid at the lowermost end of at least one of the embodiment's lowermost upwardly inclined ramps will tend to flow up the inclined ramp(s) toward the center of the embodiment, and/or toward the longitudinal axis of the embodiment. If such a favorable tilt is of sufficient duration (e.g. with respect to the length(s) of the inclined ramp(s), the relative angle(s) between gravity and the flow axis(axes) of the inclined ramp(s), and the viscosity of the fluid) then a portion of the flowing fluid will tend to reach and be deposited within a lowermost central fluid reservoir (e.g. not visible and similar to the embodiment's uppermost central fluid reservoir 1208).
A continuation of that same favorable tilt will tend to result in fluid continuing to flow up one or more of the inclined ramp(s) of the central fluid reservoir away the center of the embodiment following its deposition therein into the lowermost central fluid reservoir (not visible). And, if this same favorable tilt is of sufficient duration then a portion of the still flowing fluid will tend to reach and be deposited within a lowermost peripheral fluid reservoir (e.g. not visible and similar to the embodiment's uppermost peripheral fluid reservoir 1209).
An end of the initial favorable tilt will tend to result in the fluid deposited into the lowermost central fluid reservoir (not visible) being trapped therein due to the increase in the gravitational potential energy that must be overcome in order for the fluid to continue flowing as a result of the reorientation of the relative alignment of gravity associated with the end of the favorable tilt.
A sufficient number of favorable tilts will tend to result in the raising and/or upward flowing of fluid from the base fluid reservoir 1207 to the uppermost central fluid reservoir 1208. A subsequent favorable tilt, or a continuation of the prior favorable tilt, will tend to drive fluid within the uppermost central fluid reservoir to flow 1210 up and off the end of at least one of the inclined ramps, e.g. 1211, radiating away from the uppermost central fluid reservoir thereby causing a portion of that fluid to be deposited into the embodiment's uppermost peripheral fluid reservoir 1209.
A portion of any fluid deposited into the the embodiment's uppermost peripheral fluid reservoir 1209 will tend to flow 1212 into and down one of the embodiment's three power-take-off pipes, e.g. 1213. Fluid flowing down and through one of the embodiment's power-take-off pipes will encounter and engage a fluid turbine (e.g. water turbine, not visible) which will extract as mechanical energy a portion of the accumulated fluid head and/or gravitational potential energy of the descending fluid thereby causing an electrical generator, e.g. 1215, operatively connected to the fluid turbine by a turbine shaft, e.g. 1218, to generate electrical power. The effluent of each of the embodiment's fluid turbines flows back into the embodiment's base fluid reservoir 1207 from where it may again be raised by the embodiment's inclined ramps to the embodiment's uppermost peripheral fluid reservoir 1209.
Barrier walls, e.g. 1214, prevent fluid deposited within the embodiment's uppermost peripheral fluid reservoir 1209 from returning to, and/or flowing back down and into, the relatively lower uppermost central fluid reservoir 1208 from which it originated.
The lower surface which establishes and/or entrains the embodiment's uppermost central fluid reservoir 1208 is provided by a central circular structure primarily comprised of a conical plate 1216 characterized by cone that expands upwardly as one moves away from its center, i.e. the height of any annular section of the cone is positively correlated with the radial distance of that annular section from the cone's center, and one in which inclined ramps, e.g. 1211, are formed as upwardly projected radial extensions of the central conical plate.
Similarly, the lower surface which establishes and/or entrains the embodiment's uppermost peripheral fluid reservoir 1209 is provided by an annular structure primarily comprised of a frustoconical plate 1217 that expands upwardly as one moves toward its radial center, i.e. the height of any annular section of the frustoconical plate is inversely correlated with the radial distance of that annular section from the plate's center, and one in which inclined ramps, e.g. 1211, are formed as upwardly projected radial convergences originating near the periphery of the plate and extending, in an upward manner, toward the longitudinal axis at the center of the plate.
Fluid that has been raised to the uppermost peripheral fluid reservoir (1209 in
Fluid from the base fluid reservoir 1207 tends to flow, e.g. 1220 and 1221, into three ramp apertures, e.g. 1222 and 1223, which would accommodate the inclined ramps radiating outward and upward from a lower central fluid reservoir conical plate. However, the peripheral fluid reservoir frustoconical plate 1224 is the lowestmost peripheral or central fluid reservoir conical plate in the embodiment, so these ramp apertures are unobstructed by ramps and fluid from the base fluid reservoir is therefore able to flow on to and/or into the lowermost peripheral fluid reservoir through any and/or all of these apertures, and from that lowestmost peripheral fluid reservoir fluid may be incrementally raised, lifted, elevated, and/or driven upwards through a fluidly interconnected network of peripheral and central fluid reservoirs and the inclined ramps that fluidly connect them.
The circular junction 1226 and/or seam between the upper surface 1227 of a typical and/or intermediary peripheral fluid reservoir frustoconical plate 1225 and the inner surface of the cylindrical wall 1228 surrounding and/or defining the outer edge of that peripheral fluid reservoir frustoconical plate constitutes the lowest portion of a fluid reservoir entrained on and/or in a peripheral fluid reservoir frustoconical plate. By contrast, the upper surface at the lateral center of a typical and/or intermediary central fluid reservoir conical plate (not shown in
The diodic flow channel established and/or created within an embodiment of the present disclosure, such as the one illustrated in
The fluid tends to flow from a peripheral fluid reservoir to a central fluid reservoir and then back to a peripheral fluid reservoir, and then back to a central fluid reservoir, and so on . . . . Each time flowing into a fluid reservoir positioned so that its lowest reservoir boundary is at a greater height above and/or away from a respective base reservoir, than was the lowest reservoir boundary of the fluid reservoir from which it flowed, until the fluid eventually flows into a respective uppermost peripheral fluid reservoir, and then back to the respective base fluid reservoir from which it had been raised.
In order to accomplish, establish, define, and/or create this flow path the lowest portion of a peripheral fluid reservoir from which a fluid flows into and/or through an adjacent fluidly connected central fluid reservoir, is lower than the lowest portion of that fluidly connected central fluid reservoir. Likewise, the lowest portion of a central fluid reservoir from which a fluid flows out to and into an adjacent fluidly connected peripheral fluid reservoir, is lower than the lowest portion of that fluidly connected peripheral fluid reservoir. Each fluid reservoir (whether peripheral or central) into which a fluid flows has a lowest reservoir boundary that is higher than the lowest reservoir boundary of the fluid reservoir from which it flows.
The intermediary peripheral fluid reservoir frustoconical plate illustrated in
Fluid that flows, e.g. 1235, out and over the distal edge, e.g. 1236, of an inclined ramp emanating from a central fluid reservoir conical plate having a lower reservoir than the illustrated peripheral fluid reservoir frustoconical plate will flow into, and/or create, a peripheral fluid reservoir on and/or within intermediary peripheral fluid reservoir frustoconical plate 1225. Subsequently, in response to a favorable tilt, a portion of that augmented peripheral fluid reservoir may flow circumferentially about and/or through the reservoir in a clockwise (from above) direction, e.g. flow 1237, or a portion of that augmented peripheral fluid reservoir may flow circumferentially about and/or through the reservoir in a counterclockwise (from above) direction, e.g. flow 1238.
Because of the bounding obstructions created by the power-take-off pipe 1213, and the mid-ramp separation wall 1239, to the left (with respect to
Because of the bounding obstructions created by the power-take-off pipe 1241, and the mid-ramp separation wall 1242, to the right (with respect to
Each central fluid reservoir conical plate 1244 includes, incorporates, and/or utilizes three upwardly inclined radially extending ramps 1245-1247. And, each central fluid reservoir conical plate incorporates three ramp cutouts, e.g. 1248, into which complementary inclined ramps of adjacent peripheral fluid reservoir frustoconical plates fit and are therein positioned. Between a lower surface of each inclined ramp of a lower peripheral fluid reservoir frustoconical plate (not shown in
Vertical ramp-separation walls, e.g. 1232 and 1233, are continuous between adjacent peripheral frustoconical and central conical fluid reservoir plates, thereby directing water along the respective ramps, and preventing its falling back to a lower level and/or reservoir.
In response to a favorable tilt, fluid from the lower central fluid reservoir flows 1252 from and over inclined ramp 1245A of the lower central fluid reservoir conical plate, and is deposited onto the surface of the peripheral fluid reservoir frustoconical plate 1225 where it tends to flow toward the lowest part of the peripheral fluid reservoir frustoconical plate which is adjacent to, and surrounds the junction between the upper surface of that plate and the circumferential wall and/or barrier 1228 which surrounds it.
In response to a favorable tilt, fluid flows 1253 from the peripheral fluid reservoir flows from and over inclined ramp 1254 of the peripheral fluid reservoir frustoconical plate 1225, and is deposited onto the surface of the upper central fluid reservoir conical plate 1244B where it tends to flow toward the lowest part of the central fluid reservoir conical plate which is at the horizontal center of that plate, at the intersection of that plate with the longitudinal axis (1201 of
In response to a favorable tilt, fluid from the upper central fluid reservoir flows 1255 from and over inclined ramp 1246B of the upper central fluid reservoir conical plate, and is deposited onto the surface of another peripheral fluid reservoir frustoconical plate (not shown).
In the fashion illustrated in
In response to a favorable tilt, fluid flows 1253A out of a peripheral fluid reservoir (not shown) in the stack of peripheral and central fluid reservoirs of the which the illustrated assembly is a part and flows into and is deposited within a central fluid reservoir 1244A. In response to a subsequent favorable tilt, or in response to an extended duration of the original favorable tilt, fluid flows 1255A up, over, and off of, an inclined ramp 1246A of central fluid reservoir 1244A, and is deposited within a peripheral fluid reservoir 1225. Note that the lowest point 1258 and/or elevation of the peripheral fluid reservoir 1225 into which the fluid flowed is above the lowest point 1257 and/or elevation of the central fluid reservoir 1244A from which it flowed.
In response to a favorable tilt, fluid flows 1253B out of the peripheral fluid reservoir 1225 and flows into and is deposited within a central fluid reservoir 1244B. Note that the lowest point 1258 and/or elevation of the peripheral fluid reservoir 1225 from which the fluid flowed is below the lowest point 1259 and/or elevation of the central fluid reservoir 1244B into which it flowed. In response to a subsequent favorable tilt, or in response to an extended duration of the original favorable tilt, fluid flows 1255B up, over, and off of, an inclined ramp 1246B of central fluid reservoir 1244B, and is deposited within another peripheral fluid reservoir (not shown) in the stack of peripheral and central fluid reservoirs of the which the illustrated assembly is a part.
Either because the volume of fluid in the base fluid reservoir 1207 of the embodiment exceeds a minimum such volume, or in response to a favorable tilt, fluid from the base fluid reservoir flows 1221 into an aperture between the lowest peripheral frustoconical fluid reservoir plate 1224 and the lowest central conical fluid reservoir plate 1244. Thereafter, in response to a succession and/or series of favorable tilts of the embodiment, e.g. in response to wave action while the embodiment is suspended and/or floating in a body of water, the fluid that flows 1221 into the lowest peripheral fluid reservoir will flow from a peripheral fluid reservoir to a central fluid reservoir of greater elevation, and then to another peripheral fluid reservoir of even greater elevation, and so on . . . until a portion of that fluid flows 1210 from the highest central conical fluid reservoir plate 1216, over one of its inclined ramps, e.g. 1211, and down and into the highest peripheral fluid reservoir entrained on and/or within the highest peripheral frustoconical fluid reservoir plate 1217.
A portion of the fluid that flows into the highest peripheral fluid reservoir will then flow 1260 across, over, and/or within that highest peripheral fluid reservoir until it encounters and flows 1212A into one of the embodiment's three power-take-off pipes, e.g. 1213. After which the fluid will flow 1212B down through the respective power-take-off pipe and encounter, flow 1212C through, and cause to rotate, a respective fluid turbine, e.g. 1219. The resulting rotation of the fluid turbine, e.g. water turbine, will cause the fluid turbine's respective turbine shaft, e.g. 1218, to rotate, thereby transmitting rotational mechanical energy to a respective operatively connected electrical generator, e.g. 1215, causing that generator to produce electrical power.
An embodiment of the present disclosure similar to the one illustrated in
After flowing 1212C through a fluid turbine, e.g. 1219, fluid that has flowed down one of the embodiment's power-take-off pipes will flow back into the base fluid reservoir 1207 from which it originated. A portion of that fluid may again flow 1212D back into the stack of interleaved fluid reservoirs, and their respective interconnecting inclined ramps, and again flow to the highest fluid reservoir in the embodiment, and again impart a portion of its restored gravitational and/or head potential energy to one of the embodiment's fluid turbines and operatively connected electrical generators.
While the embodiment illustrated in
An embodiment of the present disclosure similar to the one illustrated in
A portion of the electrical power generated by the tilt-powered energy generation device 1200 is transmitted by an electrical power cable 1267 to an electrical power grid on a land mass.
Wave surge tends to push the upper portion 1200 of the device back and forth. And, because of the significant inertia of the device's inertial mass 1269, rather than causing the device to move up and down with passing waves, wave heave tends to instead move the waterline 1271 of the device thereby tending to add torque to the device. The combination of wave surge and heave at the device 1200 tends to result in the device, and its longitudinal axis 1201, to tilt 1272 back and forth, thereby energizing the fluid lifting within the tilt-powered energy generation embodiment 1200 and causing the tilt-powered energy generation embodiment to generate electrical power.
A portion of the electrical power produced by the device is consumed by an electronic messaging and/or relay module 1273, which uses a portion of the electrical power supplied by the tilt-powered energy generation embodiment 1200 to receive and transmit 1274 encoded electromagnet signals, e.g. between ships at sea.
A portion of the electrical power generated by the electrical generators of the tilt-powered energy generation module 1200 is transmitted to, and consumed by, an electronic messaging and/or relay module 1273, which receives and transmits 1274 encoded electromagnet signals, e.g. between ships at sea.
A fluid-filled inertial mass 1269, e.g. a water-filled, approximately spherical chamber, enclosure, tank, and/or vessel, contains a substantial amount, volume, and/or mass of fluid 1276, and a relatively small pocket, amount, volume, and/or mass of gas 1277. The inertial mass of a similar embodiment contains only liquid fluid, and does not contain any gas.
In response to, and/or as a consequence of, wave-induced tilting of the embodiment 1279, fluid within each of the embodiment's seven tilt-powered energy generation modules, e.g. 1200C, is raised from a respective base fluid reservoir to an uppermost peripheral fluid reservoir and then flows, under a head pressure and/or gravitational potential energy imparted to the fluid by the serial lifting of the fluid within each tilt-powered energy generation modules, into and/or through a respective fluid turbine causing a respective operatively connected electrical generator to produce electrical power.
As illustrated and explained in
Similar to the tilt-powered energy generation module (1200 of
The buoy 1280 to and/or in which the seven tilt-powered energy generation modules, e.g. 1200A-1200C, of the embodiment 1279 are fixedly attached is comprised of, and/or divided into, two internal chambers separated by a horizontal wall 1282, barrier, and/or hull. The upper chamber 1283 contains a gas, e.g. nitrogen, which tends to provide the embodiment with buoyancy (in addition to the buoyancy provided by the gas contained within each of the seven tilt-powered energy generation modules). The lower chamber 1284 contains a fluid, e.g. water, which provides the embodiment with additional inertia, and, in conjunction with the gas in the upper chamber 1283, reduces the likelihood of the embodiment capsizing and/or assuming an inverted orientation.
The tilt-powered energy generation module of the embodiment 1285 has a similar design, architecture, and/or structure as does the (version of the) embodiment illustrated and discussed in
The free-floating configuration 1285 of the tilt-powered energy generation embodiment, unlike the configuration of the embodiment 1200 illustrated in
An embodiment similar to the one illustrated in
The embodiment illustrated in
The scope of the present disclosure includes embodiments in which at least 99% of the volume within an envelope surrounding the embodiment, and/or of an internal volume of the embodiment, is comprised of the interiors of one or more fluid channels through which fluid is elevated in response to favorable tilts of the embodiment. The scope of the present disclosure includes, but is not limited to, embodiments in which the portion the volume within an envelope surrounding the embodiment, and/or of an internal volume of the embodiment, that is comprised of the interiors of one or more fluid channels through which fluid is elevated in response to favorable tilts of the embodiment is no less than: 95%, 90%, 85%, 80%, 70%, 60%, 50%, 40%, and 25%.
The fluid channel, including the base fluid reservoir 1207, through which fluid flows as it is elevated by the embodiment illustrated in
The scope of the present disclosure includes embodiments in which as little as 0% (i.e. none) of the embodiment's fluid channel is above a resting and/or average surface level of the body of water on which the embodiment floats, with respect to the total fluid channel height of the respective embodiment. The scope of the present disclosure includes, but is not limited to, embodiments in which the portion, part, or percentage, of the respective embodiments' total fluid channel that is positioned, operates, and/or elevates fluid, above the surface of the body of water on which the respective embodiments' float, is no greater than: 5%, 10%, 15%, 20%, 25%, 30%, 35%, 40%, and 50%.
An embodiment 700, illustrated in
An embodiment 1294, illustrated in
In response to favorable tilts of the embodiment 1300 by waves moving across the surface 1301 of a body of water in which the embodiment floats and/or is suspended, fluid entrained, trapped, contained, and/or sealed within a chamber 1302, and stored within a base fluid reservoir 1303, flows from peripheral fluid reservoir, to central fluid reservoir, back to peripheral fluid reservoir, and so on upward through the PTO device's hundreds of such fluid reservoirs 1304, each time gaining elevation, and/or increasing its height above, the base fluid reservoir from which it originated. After a sufficient number of favorable tilts, fluid which originated in the base fluid reservoir of the PTO device, flows out and into the uppermost fluid reservoir 1305 of the PTO device.
Fluid that has flowed out and into the uppermost fluid reservoir 1305 of the PTO device thereafter flows 1306 down and into one of the power-take-off pipes, e.g. 1307, of the PTO device, wherein it encounters and flows through a respective fluid turbine, e.g. 1308, thereby energizing and/or imparting mechanical energy to a respective electrical generator, e.g. 1309, operatively connected to the fluid turbine, and thereby producing electrical power that the embodiment utilizes to charge and/or recharge its energy storage module 1320 comprising a plurality of batteries, to generate propulsion, and/or to energize its sensors, transmitters, and/or other electronics.
At an upper end 1310 of the embodiment 1300 is a phased-array antenna 1311 which receives encoded electromagnetic signals from one or more remote antennas (e.g., such as from ships, satellites, and shore-based facilities), and which transmits to one or more remote antennas (e.g., such as to ships, satellites, and shore-based facilities) at one or more particular and/or specific frequencies encoded electromagnetic signals. Signals received by the phased array antenna are decoded and/or otherwise processed by the embodiment's control system 1312. Signals transmitted are encoded and/or otherwise prepared by the embodiment's control system 1312.
The embodiment 1300 includes a computational module 1313 which incorporates, includes, and/or utilizes, a plurality of computational circuits including, but not limited to: computer processing units (CPUs), graphics processing units (GPUs), application-specific integrated circuits (ASICs), tensor processing units (TPUs), quantum processing units (QPUs), and optical processing units. The computational module also incorporates, includes, and/or utilizes, a plurality of memory circuits, a plurality of power management circuits, a plurality of network circuits, encryption/decryption circuits, etc., in addition to other circuits useful for the execution, completion, and/or implementation, of computational tasks, and for the gathering, sorting, compression, and/or storage, of computational results. The computational module includes electronic circuits, optical circuits, and other types of circuits. Heat generated by the activity, energization, and/or operation, of the electronic and/or optical circuits is transmitted, at least in part, conductively to the body of water 1301 in which the embodiment floats and/or operates.
The embodiment 1300 includes a pair of buoyancy control and trim adjustment modules 1314 and 1315 with which the embodiment's control system 1313 may alter the overall density of the embodiment as well as the distribution of buoyancy within the embodiment.
The embodiment 1300 incorporates, includes, and/or utilizes, fixed-wing fins, e.g., 1316 and 1317, which incorporate, include, and/or utilize, flaps, e.g., 1318, to alter, adjust, control, regulate, change, and/or modify, its pitch, yaw, roll, course, direction, and/or movements, when the embodiment is being propelled forward or backward in response to thrust produced by the propeller 1319.
Rotatably connected to its approximately frustoconical trailing end 1323 is a propeller 1319, the rotation of which tends to generate either a forward-pushing or backward-pulling thrust (depending on the direction in which the propeller is rotated). When activated by the embodiment's control system 1312 and energized by the embodiment's energy storage module 1320, an electrical motor 1321 causes the propeller 1319 and its connected propeller shaft 1322 to rotate. The embodiment's control system 1312 is able to cause the motor to rotate the propeller 1319 in a direction that causes the propeller to push the embodiment in a forward direction, i.e., toward its upper end 1310, as well as in a direction that causes the propeller to pull the embodiment in a backward direction, i.e., away from its upper end 1310.
The central fluid reservoirs are vertically spaced, separated, and/or positioned, by an inter-reservoir distance. The distal fluid reservoirs are similarly are vertically spaced, separated, and/or positioned, by a inter-reservoir distance. However, the vertical positions, elevations, and/or heights (above a base fluid reservoir) of the distal fluid reservoirs are offset by a distance approximately equal to one-half of the inter-reservoir distance.
In response to favorable tilting of the embodiment, fluid flows up the inclined ramps and into central and distal fluid reservoirs of ever increasing height, and/or distance above a base fluid reservoir, eventually flowing into an uppermost fluid reservoir. Fluid within the uppermost fluid reservoir then flows into a power-take-off pipe (not visible) and therein flows through a hubless fluid turbine/generator (not visible) causing that hubless fluid turbine/generator to produce electrical power in response to the downflow through the power-take-off pipe.
Effluent from the hubless fluid turbine/generator flows into, rejoins, and/or returns to, a base fluid reservoir contained, stored, captured, and/or entrained, within a chamber comprised, in part, of an exterior wall 1353.
Fluid pooled, trapped, contained, and/or entrained, within distal fluid reservoir 1366, in response to a favorable tilt, flows 1368 up an inclined ramp 1369, spilling over its distal and/or elevated end 1370 into a second central fluid reservoir that would typically be found at 1371. With respect to a second central fluid reservoir positioned at 1371, the distal fluid reservoir 1366 from which fluid would flow 1368 into such a central fluid reservoir would be half an inter-reservoir distance 1367 below that second central fluid reservoir 1371. And, with respect to the second central fluid reservoir positioned at 1371, the original and/or first central fluid reservoir 1362, from which fluid flowed 1363 into the distal fluid reservoir 1366, would be a full inter-reservoir distance 1372 below that second central fluid reservoir 1371.
Interleaved stacks of such central and distal fluid reservoirs, each fluid reservoir being connected to another adjacent fluid reservoir by an inclined ramp, comprise each arm of the embodiment illustrated in
In response to favorable tilts, fluid flows, e.g. 1373, up an inclined ramp, e.g. 1385, from a central fluid reservoir (not visible below the uppermost central fluid reservoir 1374) located approximately one inter-reservoir below the uppermost central fluid reservoir 1374 in the vertical stack 1351 of central fluid reservoirs up and into one of the six uppermost distal fluid reservoirs, e.g. 1389, located within one 1356 of the six vertical stacks of distal fluid reservoirs, at a height between that of the uppermost central fluid reservoir 1374 and the central fluid reservoir positioned below it. And in response to additional favorable tilts, fluid flows, e.g. 1375, up an inclined ramp, e.g. 1386, from the uppermost distal fluid reservoirs, e.g. 1389, up and into the uppermost central fluid reservoir 1374. Adjacent inclined ramps, e.g. 1385 an 1386, are separated, and fluid is prevented from flowing directly between adjacent inclined ramps, by respective vertical walls, e.g. 1387.
The uppermost central fluid reservoir 1374 is surrounded by vertical barriers and/or walls. There is a vertical barrier, e.g. 1377, above and/or over each of the six apertures through which fluid flows on inclined ramps from the central fluid reservoir below the uppermost central fluid reservoir. There is also a vertical barrier, e.g. located beneath the checkered line at 1378, beneath each inclined ramp, e.g. 1385, over which flows fluid from each distal fluid reservoir, e.g. 1389, to the each central fluid reservoir.
At the level of the uppermost central fluid reservoir 1374, one barrier 1379 is offset and positioned further toward its corresponding distal fluid reservoir 1390 thereby creating a gap 1380 through which fluid deposited into, and/or pooled within, uppermost central fluid reservoir 1374 can flow 1376 out of the vertical column and/or projection wherein reside the embodiment's plurality of central fluid reservoirs, and can flow across and/or through an extension 1381 of the bottom wall and/or surface which defines and/or encloses the uppermost central fluid reservoir, and therefrom flow 1376 into and down a funnel 1382 leading to an upper aperture of a power-take-off pipe 1383. Within the power-take-off pipe is a hubless fluid turbine/generator 1384 which rotates in response to the flow of fluid through its blades, and causes an electrical generator embedded within the hub and rim of the fluid turbine to produce electrical power.
Fluid flowing into the funnel 1382 and down and through the power-take-off pipe 1383 flows through and energizes a hubless fluid turbine/generator 1384, thereby causing the generator to produce electrical power. The effluent from the hubless fluid turbine/generator 1384 flows 1395 out of a bottommost aperture and/or mouth 1396 in the power-take-off pipe 1383, thereby flowing into, and/or returning to, the base fluid reservoir 1394 from which it originated. Fluid from the base fluid reservoir flows 1397 into and/or through a gap 1398 in one side wall 1399 of the arm of the embodiment at the end of which is positioned one 1358 of the six vertical stacks of distal fluid reservoirs. Fluid flowing through gap 1398 flows directly into and/or onto the lowermost central fluid reservoir (not visible), from which favorable tilts cause it to flow upward from distal fluid reservoir to central fluid reservoir to distal fluid reservoir and so on . . . .
Fluid deposited into the base fluid reservoir (1394 in
Fluid flowing 1397 from the base fluid reservoir to the lowermost central fluid reservoir 1405 will then, in response to favorable tilts of the embodiment, tend to flow, e.g. 1406, up a fluidly connected inclined ramp, e.g. 1407, toward and into a fluid connected distal fluid reservoireservoir, e.g. 1400. And a cycle of incremental upward flow between fluid reservoirs: distal to central, central to distal, and so on . . . will occur in response to a correlated series of favorable tilts of the embodiment.
Each of hexagonal chambers 1456A, 1456C, and 1456E contain a pair of the tilt-powered energy generation modules 1457 discussed and illustrated in
Because many of these individual tilt-powered energy generation modules is distributed across, over, and/or through, a common rigid buoyant structure 1451, the movement of fluid within each one, and the consequent movement of each tilt-powered energy generation module's center of gravity away from its respective nominal, and/or resting, vertical longitudinal axis of approximate radial symmetry, does little to alter the center of gravity of the assembly of tilt-powered energy generation modules, nor the center of gravity of the rigid buoyant structure on, in, and/or with, which they float. Thus, the rigid buoyant structure is less likely to capsize as a consequence of a fluid-flow-caused shift in and/or of its center of gravity and/or center of mass, than would be any one of the individual tilt-powered energy generation modules of which it is comprised. Furthermore, because of its greater, and/or enhanced, resistance to capsizing, the collection, and/or assembly of tilt-powered energy generation modules within a common rigid buoyant structure 1451 provides a relatively more stable platform on which to execute energy-consuming activities, such as executing computational tasks with a collection computing devices housed within a common enclosure.
In response to favorable tilts imparted to the buoyant platform through its interaction, and/or collision, with passing waves, the tilt-powered energy generation modules of which it is comprised produce electrical power. In one embodiment similar to the one illustrated in
The thrusters are energized with a portion of the electrical power generated by embodiment's 19 tilt-powered energy generation modules, e.g. 1501.
Fluid pooled, contained, trapped, stored, and/or entrained, within the fluid reservoir 1560 at the center of the central fluid reservoir 479 (as suggested by the broken-line bounding circle 1561) can flow out of any one of the eight upwardly inclined central ramps, e.g., 485, in response to a tilt. Because there are eight upwardly inclined central ramps, and they are equally distributed about the central fluid reservoir, and/or separated by equal azimuthal angles, fluid pooled in the central reservoir 1560 will tend to flow into, up, and over that inclined central ramp which is best aligned with the relative azimuthal direction of downward tilt of the respective tilt-powered energy generation embodiment.
For instance, if the embodiment of which the illustrated central fluid reservoir 479 is a part were to tilt down (relative to the center of the central reservoir) in a direction aligned with 1562, then fluid would tend to flow 1567 and 1568 out of the central fluid reservoir equally into both inclined central ramps 1563 and 485, respectively. However, if the direction of downward tilt is aligned with a radial vector originating at the center of the central fluid reservoir and falling between radial tilt-angle bounds 1564 and 1562, exclusive, then outward fluid flow 1567 from the central fluid reservoir will tend to be directed almost entirely up the respective inclined central ramp 1563.
Each inclined central ramp, e.g. 485, of the illustrated central fluid reservoir 479 tends to receive the greater portion of any fluid flow out of the central fluid reservoir when the direction of downward tilt corresponds to an angular interval radially centered about each respective inclined central ramp. And, each inclined central ramp corresponds to a particular range and/or interval of azimuthal directions of downward tilt of the respective tilt-powered energy generation embodiment.
Each inclined central ramp, e.g. 485, of the illustrated central fluid reservoir 479 is associated with a specific, and approximately 45-degree range of azimuthal directions of downward tilt of the respective embodiment of which it is a part. For example, inclined central ramp 1563 tends to be associated with fluid flow from the central fluid reservoir 1560 when the downward azimuthal tilt angle of the respective embodiment of which it is a part falls within the ranges of azimuthal tilt angles defined by 1565 and 1566.
Fluid pooled, contained, trapped, stored, and/or entrained, within the fluid reservoir 1570 at the center of the central fluid reservoir 1244 (as suggested by the broken-line bounding circle 1571) can flow out of any one of the three upwardly inclined ramps, e.g., 1247, in response to a tilt. Because there are three upwardly inclined ramps, and they are equally distributed about the central fluid reservoir, and/or separated by equal azimuthal angles, fluid pooled in the central reservoir 1570 will tend to flow into, up, and over that inclined ramp which is best aligned with the relative azimuthal direction of downward tilt of the respective tilt-powered energy generation embodiment.
For instance, if the embodiment of which the illustrated central fluid reservoir 1244 is a part were to tilt down (relative to the center 1570 of the central reservoir) in a direction aligned with 1572, then fluid would tend to flow 1576 and 1577 out of the central fluid reservoir 1570 equally into both inclined ramps 1247 and 1246, respectively. However, if the direction of downward tilt is aligned with a radial vector originating at the center of the central fluid reservoir and falling between radial tilt-angle bounds 1572 and 1573, exclusive, then outward fluid flow 1576 from the central fluid reservoir will tend to be directed almost entirely up the respective inclined central ramp 1247.
Each inclined ramp, e.g. 1247, of the illustrated central fluid reservoir 1244 tends to receive the greater portion of any fluid flow out of the central fluid reservoir when the direction of downward tilt corresponds to an angular interval radially centered about each respective inclined ramp. And, each inclined ramp corresponds to a particular range and/or interval of azimuthal directions of downward tilt of the respective tilt-powered energy generation embodiment.
Each inclined central ramp, e.g. 1247, of the illustrated central fluid reservoir 1244 is associated with a specific, and approximately 120-degree range of azimuthal directions of downward tilt of the respective embodiment of which it is a part. For example, inclined ramp 1247 tends to be associated with fluid flow from the central fluid reservoir 1570 when the downward azimuthal tilt angle of the respective embodiment of which it is a part falls within the ranges of azimuthal tilt angles defined by 1574 and 1575.
Fluid pooled, contained, stored, and/or entrained, (as suggested by broken-line bounding circle 1581) within the central fluid reservoir 1580, flows, e.g. 1582, up one of the six inclined ramps, e.g. 1583, originating at that central fluid reservoir, and thereby flows into a more highly elevated distal fluid reservoir, e.g. 1391, in response to a favorable tilt of the respective tilt-powered energy generation embodiment of which the illustrated subassembly is a part.
Fluid pooled, contained, trapped, stored, and/or entrained, within the central fluid reservoir 1580 (as suggested by the broken-line bounding circle 1581) can flow out of any one of the six upwardly inclined ramps, e.g., 1583, in response to a tilt. Because there are six upwardly inclined ramps, and they are equally distributed about the central fluid reservoir, and/or separated by equal azimuthal angles, fluid pooled in the central reservoir 1580 will tend to flow into, up, and over that inclined ramp which is best aligned with the relative azimuthal direction of downward tilt of the respective tilt-powered energy generation embodiment.
For instance, if the embodiment of which the illustrated subassembly is a part were to tilt down (relative to the center of the central fluid reservoir 1580) in a direction aligned with 1584, then fluid would tend to flow 1582 and 1586 out of the central fluid reservoir 1580 equally into both inclined ramps 1583 and 1585, respectively. However, if the direction of downward tilt is aligned with a radial vector originating at the center of the central fluid reservoir and falling between radial tilt-angle bounds 1584 and 1586, exclusive, then outward fluid flow 1586 from the central fluid reservoir will tend to be directed almost entirely up the respective inclined ramp 1585.
Each inclined ramp, e.g. 1583 and 1585, originating from the illustrated central fluid reservoir 1580, tends to receive the greater portion of any fluid flow out of the central fluid reservoir when the direction of downward tilt corresponds to an angular interval radially centered about each respective inclined ramp. And, each inclined ramp corresponds to a particular range and/or interval of azimuthal directions of as suggested by the broken-line bounding circle.
Each inclined ramp, e.g. 1583 and 1585, originating from the illustrated central fluid reservoir 1580, is associated with a specific, and approximately 60-degree range of azimuthal directions of downward tilt of the respective embodiment of which the illustrated subassembly is a part. For example, inclined ramp 1585 tends to be associated with fluid flow 1586 from the central fluid reservoir 1580 when the downward azimuthal tilt angle of the respective embodiment of which it is a part falls within the ranges of azimuthal tilt angles defined by 1588 and 1589.
By contrast, each of the subassembly's six distal fluid reservoirs, e.g. 1391, is associated with, and/or gives rise to, only a single upwardly inclined ramp, e.g. 1600. Therefore, regardless of the azimuthal direction of a downward tilt of the respective embodiment of which the subassembly is a part, any fluid flow 1601 away from, and/or out of, a pool of fluid (e.g. as suggested by the broken-line bounding circle 1602) within a distal fluid reservoir, e.g. 1391, is limited to that single inclined ramp. Therefore, with respect to a distal fluid reservoir, e.g. 1391, the sole, single, and/or only, inclined ramp available to carry fluid upwards and away from the respective distal fluid reservoir conducts, carries, and/or channels, all of the fluid, if any, that flows from the respective distal fluid reservoir in response to downward tilts of the respective tilt-powered energy generation embodiment of any and all azimuthal directions. With respect to azimuthal downward tilt angles within the ranges of 1603 and 1604, the amount and/or rate of fluid flow in response to a downward tilt will depend on the zenith angle of the tilt, and the degree of angular inclination of the inclined ramp. However, with respect to azimuthal downward tilt angles aligned with 90-degree azimuthal angles (i.e. to the left and right of the inclined ramp, e.g. 1600) one would not expect any fluid to flow from the respective distal fluid reservoir, e.g. 1391. Moreover, from any downward tilt have a direction within the 180-degree range 1607, there should not be any fluid flow from the respective distal fluid reservoir, e.g. 1391, since a downward tilt in such a direction is actually an upward tilt with respect to the azimuthal angles adjacent to alignment of the respective inclined ramp (e.g. azimuthal angles within the ranges 1603 and 1604).
A fluid reservoir, such as the central fluid reservoir 1580 in the subassembly illustrated in
The frequency with which fluid will tend to flow out of a fluid reservoir will tend to increase with the number of azimuthal-angularly-distributed inclined ramps which originate at the fluid reservoir and are available to carry fluid away from it in response to favorable tilting. Therefore, in general, greater numbers (especially of evenly-angularly-distributed) inclined ramps originating at a fluid reservoir will tend to give rise to more frequent upward flows of fluid, and shorter transit times of fluids between an embodiment's base fluid reservoir and its uppermost fluid reservoir (and subsequent power production).
If we assume that the tilt-powered energy generation embodiments, of which the fluid reservoirs and inclined ramps illustrated in
Some embodiments of the present disclosure are “closed-fluid systems.” These embodiments cause fluids to flow upward until they reach a maximal height above a bottommost base fluid reservoir from which the upward flow begins. After elevated fluids flow down and through a pressure-reduction mechanism, such as a fluid turbine operatively connected to an electrical generator, they flow back into their originating base fluid reservoir before repeating the tilt-induced cycle of elevation and descent. Because their internal fluid channels are closed, sealed, trapped, and/or compartmentalized, these embodiments enjoy the benefit of utilizing, and reusing, a non-corrosive fluid (such as pure water, or ethanol) and having that non-corrosive fluid flow within an atmosphere of a non-corrosive gas (such as nitrogen, or carbon dioxide).
Embodiments of the present disclosure which include, incorporate, and/or utilize, closed-fluid systems tend to also include, incorporate, and/or utilize, a bottommost and/or base fluid reservoir from which fluid is elevated and to which elevated fluids return. Such base fluid reservoirs tend to provide a benefit to floating embodiments when the respective base fluid reservoirs are positioned below the respective nominal waterplane associated with each such embodiment. Their position below the waterplane and/or below the waterline of the respective floating embodiments tends to favor and/or promote weight and balance attributes to the floating embodiments such that wave-induced tilting of the embodiments is less likely to result in a capsizing and/or orientational inversion of those embodiments.
By contrast, some other embodiments of the present disclosure are “open-fluid systems.” These embodiments elevate fluids drawn from a body of fluid on which they float, which might include corrosive fluids such as seawater, and they elevate these corrosive fluids within an atmosphere and/or gas that is drawn from, or contaminated with, the atmosphere outside the embodiments.
Some embodiments of the present disclosure utilize spiral, and/or spiraling, fluid channels through which they elevate fluids. However, with respect to fluid pooled at any position, location, and/or spot, along such a spiral fluid channel, the fluid may only flow in a single direction which is tangential to the cylindrical spiraling fluid channel at each respective position, location, and/or spot. Therefore, spiral fluid elevation embodiments of the present disclosure lack the benefit of being responsive to downward tilts of a variety of relative azimuthal directions.
Each fluid-lifting embodiment of the present disclosure alternates between two states: one in which the device is oriented vertically with respect to gravity (manifesting no tilt); and one in which it is oriented in a tilted fashion characterized by a relative azimuthal direction of tilt, and a zenith angle of tilt. When oriented vertically with respect to gravity and/or not tilting, fluid trapped in reservoirs positioned throughout each device are stable and do not tend to flow due to the presence of at least one gravitational potential energy barrier to flow (e.g., an inclined ramp, tube, channel, and/or conduit). However, when tilted, the direction of gravity is altered relative to the local coordinate system of each embodiment. And, when the azimuthal direction, zenith angle, and duration of a tilt is sufficient, the gravitational potential energy barrier preventing the flow of fluid trapped in one or more of the gravity-well-defined reservoirs positioned throughout each embodiment is diminished to a sufficient degree (even becoming an inverted energy well drawing fluid through it) that fluid flows from one or more of the reservoirs to one or more of the other more elevated reservoirs, with the reservoirs into which the fluid flows being at greater elevation than the lowermost base fluid reservoir within each respective embodiment.
Because of the vertical, upright, resting, and/or nominal, orientation of the buoy 1700, the buoy's center of mass (and/or center of gravity) is on the same vertical longitudinal axis 1703 which the buoy's center of buoyancy is on. Therefore, the buoy's upright orientation in the body of water 1705 is relatively stable.
Approximately 25% of the internal volume of the tilt-powered energy generation module 1800 is filled with water, a portion of the water is contained within elevational fluid reservoirs which elevate the water in response to favorable tilts of the buoy, and another portion of the water is contained within a base fluid reservoir 1805. Because the buoy is at rest and vertically and/or nominally oriented about a vertical longitudinal axis 1803 it is likely that the water within the elevational fluid reservoirs is equally distributed across the width of the tilt-powered energy generation module and is therefore represented by a box 1804 equal to 20% of the total internal volume of the tilt-powered energy generation module exclusive of the base fluid reservoir 1805, and centered at and about the longitudinal axis 1803. A center of buoyancy is positioned at 1806 and is also centered about the longitudinal axis 1803.
Because of the vertical, upright, resting, and/or nominal, orientation of the buoy 1800, the buoy's center of mass (and/or center of gravity) is on the same vertical longitudinal axis 1803 which the buoy's center of buoyancy is on. Therefore, the buoy's upright orientation in the body of water 1801 is relatively stable.
The rotation of the buoy has caused the fluid 1804 within the elevational fluid reservoirs of the tilt-powered energy generation module 1800 to flow, shift, and/or move to the left and/or downward tilted side of the tilt-powered energy generation module. This leftward shift of the fluid 1804 within the buoy's tilt-powered energy generation module 1800, as well as the rotation of the buoy itself, have altered the position of the buoy's center of mass 1807 such that it is no longer aligned with the vertical longitudinal axis 1803 passing through the buoy's center of buoyancy 1806. The downward gravitational force 1808 applied by gravity to the buoy's center of mass 1807 is now offset, and not passing through, the buoy's center of buoyancy, and is in fact to the right of that longitudinal axis (unlike the case with the buoy illustrated in
In combination with the upward buoyancy force 1809 applied to the buoy's center of buoyancy 1806, the downward force 1808 applied by gravity to the buoy's center of mass 1807, creates a torque 1810 about the buoy's center of buoyancy 1806. Unlike the problematic torque created by the shifting of water within the tilt-powered energy generation module (1701 of
Unlike the buoy illustrated in
This application claims priority from U.S. Provisional Patent Application No. 63/070,256, filed Aug. 25, 2020, the content of which is incorporated by reference herein in its entirety.
| Number | Date | Country | |
|---|---|---|---|
| 63070256 | Aug 2020 | US |
