EP2751419A1 - Houlomotrice à barrière d'absorption inclinée submersible - Google Patents

Houlomotrice à barrière d'absorption inclinée submersible

Info

Publication number
EP2751419A1
EP2751419A1 EP12827707.6A EP12827707A EP2751419A1 EP 2751419 A1 EP2751419 A1 EP 2751419A1 EP 12827707 A EP12827707 A EP 12827707A EP 2751419 A1 EP2751419 A1 EP 2751419A1
Authority
EP
European Patent Office
Prior art keywords
frame
float
wave
buoyant
barrier
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP12827707.6A
Other languages
German (de)
English (en)
Other versions
EP2751419A4 (fr
Inventor
John W. Rohrer
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from US13/199,607 external-priority patent/US8604631B2/en
Priority claimed from US13/506,680 external-priority patent/US8614520B2/en
Application filed by Individual filed Critical Individual
Publication of EP2751419A1 publication Critical patent/EP2751419A1/fr
Publication of EP2751419A4 publication Critical patent/EP2751419A4/fr
Withdrawn legal-status Critical Current

Links

Classifications

    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03B—MACHINES OR ENGINES FOR LIQUIDS
    • F03B13/00—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates
    • F03B13/12—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy
    • F03B13/14—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy
    • F03B13/16—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy using the relative movement between a wave-operated member, i.e. a "wom" and another member, i.e. a reaction member or "rem"
    • F03B13/18—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy using the relative movement between a wave-operated member, i.e. a "wom" and another member, i.e. a reaction member or "rem" where the other member, i.e. rem is fixed, at least at one point, with respect to the sea bed or shore
    • F03B13/1805—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy using the relative movement between a wave-operated member, i.e. a "wom" and another member, i.e. a reaction member or "rem" where the other member, i.e. rem is fixed, at least at one point, with respect to the sea bed or shore and the wom is hinged to the rem
    • F03B13/181—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy using the relative movement between a wave-operated member, i.e. a "wom" and another member, i.e. a reaction member or "rem" where the other member, i.e. rem is fixed, at least at one point, with respect to the sea bed or shore and the wom is hinged to the rem for limited rotation
    • F03B13/182—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy using the relative movement between a wave-operated member, i.e. a "wom" and another member, i.e. a reaction member or "rem" where the other member, i.e. rem is fixed, at least at one point, with respect to the sea bed or shore and the wom is hinged to the rem for limited rotation with a to-and-fro movement
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03B—MACHINES OR ENGINES FOR LIQUIDS
    • F03B13/00—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates
    • F03B13/12—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy
    • F03B13/14—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy
    • F03B13/16—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy using the relative movement between a wave-operated member, i.e. a "wom" and another member, i.e. a reaction member or "rem"
    • F03B13/18—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy using the relative movement between a wave-operated member, i.e. a "wom" and another member, i.e. a reaction member or "rem" where the other member, i.e. rem is fixed, at least at one point, with respect to the sea bed or shore
    • F03B13/1845—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy using the relative movement between a wave-operated member, i.e. a "wom" and another member, i.e. a reaction member or "rem" where the other member, i.e. rem is fixed, at least at one point, with respect to the sea bed or shore and the wom slides relative to the rem
    • F03B13/185—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using wave energy using the relative movement between a wave-operated member, i.e. a "wom" and another member, i.e. a reaction member or "rem" where the other member, i.e. rem is fixed, at least at one point, with respect to the sea bed or shore and the wom slides relative to the rem not vertically
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
    • B63B2035/4433—Floating structures carrying electric power plants
    • B63B2035/4466—Floating structures carrying electric power plants for converting water energy into electric energy, e.g. from tidal flows, waves or currents
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B22/00—Buoys
    • B63B22/18—Buoys having means to control attitude or position, e.g. reaction surfaces or tether
    • B63B22/20—Ballast means
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/30—Energy from the sea, e.g. using wave energy or salinity gradient

Definitions

  • This invention relates, to devices for producing electrical power, pressurized water or other useful work from surface waves on a water body.
  • this invention relates to wave energy converters of the wave terminator or barrier type wherein one or more elongated wave energy absorbing floating bodies or barriers are oriented approximately parallel to oncoming wave fronts or swells.
  • the subject invention relates to "sloped" barriers or terminators which, unlike more common vertical “heave only 8 buoys, are concurrently displaced both vertically upwardly and rearwardly (relative to the oncoming wave direction) by oncoming waves and subsequently both downwardly and forwardly, opposite the direction of oncoming waves, during subsequent oncoming wave troughs.
  • Heave and surge wave energy each comprising exactly half of total wave energy in deep water.
  • OMVECs Ocean Wave Energy Converters
  • OWECs are made of heavy steel plate (like ocean going ships which can survive 15 meter waves). This makes the OWECs both expensive and unresponsive (inefficient) during more normal sea-states.
  • Most OWECs have at least one floating component which moves in response to oncoming waves (i.e., a flop-gate or buoy or float or raft) which is flexibly attached to a second moving or relatively stationary component (a seabed or seawall attachment or a comparable or more massive floating component).
  • oncoming waves move one component relative to another, a resistive force mechanism absorbs energy (resistive force x distance ⁇ energy or work captured).
  • the IDEAL OWEC would be light weight (for high wave responsiveness in all sea conditions), low cost, with high energy capture efficiency in most sea -states, and yet be survivable in severe sea states. St would be deployable in deep water where wave energy levels are highest and potential conflicts with fishing, boating and shoreline visual impacts are minimized. It would be elongated (in the direction parallel to
  • the wave will pass over, under, or through the OWEC rather than being absorbed by it. Because few succeeding waves are alike, an idea! efficient device must sense each successive wave's potential energy and vary the device's resistive force with each wave (or at least adjust to the average wave amplitude and frequency for that time period), if the motion of an OWEC itself produces its own waves, those waves carry away energy not absorbed by the OWEC, and potentially cancel or reduce the energy of oncoming waves.
  • OWECs which have their mass and buoyancy "tuned" to a specific amplitude and period for optimum performance
  • one or more adjacent buoyant bodies individually or collectively forming an elongated buoyant wave absorbing float or barrier, is oriented or self orienting such that said elongated float or barrier is approximately parallel to oncoming or prevailing wave fronts.
  • Said elongated barrier(s) generally have a horizontal wave front facing width greater the vertical height or horizontal depth of said barrier(s), excluding any extension plates or attachments thereto.
  • Said elongated floating barrier(s) is movably attached via tracks, slides, lever arms or other mechanical means, to a relativel stabilized or stationary second floating adjustable or controlled buoyancy frame or mount (in contrast to the non-buoyant sloped spars or tubes of the prior art) in such manner that the wave induced motion of said first floating body(s) or barrier(s) is mechanically limited to or constrained to sloped motion relative to said frame and the water surface moving concurrently upwardly and rearward!y, relative to oncoming wave fronts, with each oncoming wave crest and subsequently downwardly and forwardly with each subsequent oncoming wave trough.
  • the shape, buoyancy, and sloped movements of said buoyant first body(s) Is such that little or no energy absorbing back wave is produced.
  • the approaching wave crest induced upward and rearward sloped movement of said elongated buoyant bamer(s) and in some embodiments the subsequent wave trough induced downward and forward sloped movement along said same slope angle is resisted by an energy absorbing power take off (PTO) means, connected between said first floating elongated float(s) or barrier(s) and said relatively stationary secondary floating frame or mount.
  • PTO power take off
  • the controllable buoyancy of said frame allows the submerged depth, mass and buoyancy of both the frame and the movably attached float(s) or barrier(s) to be adjusted to varying sea conditions to optimize or maximize wave energy capture and also allows total submergence of said barrier(s) for protection or survival during severe sea states.
  • This "submerge to survive" capability is unique within the OWEC prior art and allows the floats or barriers of the present invention to he made of light weight, responsive, Inexpensive materials such as rigid foam filled fiber reinforced plastics.
  • said resistive force is applied b the PTO using either a rotary electrical generator using a rack and pinion or helical drive, a linear electrical generator, a low pressure or high pressure hydraulic or pneumatic turbine/motor generator system, with or without a constant output
  • this electrical, hydraulic, or pneumatic resistive PTO force can be varied and computer controlled or programed to match the sensed size and speed of individual or average oncoming waves to optimize or maximize wave energy capture efficiency.
  • Such mechanically constrained attachment, of said first elongated buoyant barrier(s) to said second relatively fixed or stabilized floating frame or mount in various embodiments can be by one or more linear or arcuiate low friction slide or roller tracks attached to said frame with either a fixed or adjustable slope angle, preferably down sloping toward oncoming ' waves between 15 and 65 degrees from horizontal.
  • one or more relatively long lower frame attached pivoting or lever arms can provide said constrained sloping relative movement of said first elongated buoyant barrier(s).
  • a relative stationary or stabilized second floating adjustable buoyancy mount or frame may have one or more hollow tubes, pipes, or columns, the upper portions of which may protrude above the water surface and may also provide surface maintenance access to the PTO and other power conditioning, drives, and controls which may be located within water tight air filled upper portions of said frame members.
  • Said frame also has attached said sloped motion constraining mean « with Integral or affixed tracks, slides, or lever arms constraining the sloped motion of said first elongated buoyant barrier(s).
  • buoyancy and hence the submerged depth of these buoyant columns or frame members can be adjusted or controlled by use of air blown water ballast tanks located in the lower portions of said frame members, such that the submerged depth and/or the slope angle of the OWEC of the present invention can be adjusted to maximize wave energy capture efficiency or to totally submerge said first buoyant floating body(s) for survival during severe sea states,
  • the moving mass and buoyancy of said elongated buoyant float(s) or barrier(s) is also variable or adjustable by utilizing sea water ballast.
  • the increased ballast mass of said elongated buoyant barrier(s) can provide added gravity return force to both return said barrier(s) to its former wave trough position and to do work (recover energy) by the downward and forward return travel of said barrier(s).
  • the amount of return force provided (or required) is also dependent on the constrained slope angle of travel between said first and second bodies.
  • said buoyant first barrier(s) is too massive, its responsiveness to oncoming waves is reduced, if its mass is too light, it may not provide enough return force for significant energy capture during its downward/forward return stroke and may not complete said downward return stroke, it is, therefore, desirable to have the mass of said elongated first barrier(s) variable, being heavier in heavy sea states and lighter in lighter sea states or alternatively gaining mass during upstrokes and losing mass near the bottom of down strokes.
  • the size or opening and closing of said vent holes can be controlled during each wave cycle such as by using a cam surface on said fixed frame engaging a roller cam follower on the wave front face of said barrier(s) opening said vents when desired.
  • a wave actuated spring loaded hinged or pivoting front panel can serve as the wave impacting front face of said cavity (see FIG. 9).
  • a fixed position wave focusing or "shoaling plane” or plate is attached to said second buoyant body or frame in front of the concave wave front facing surface of said elongated first buoyant barrier(s) at approximately the same downward sloping angle as the glide or roller tracks, to increase wave amplitude and the surge or impacting force on said fioat(s).
  • Optional upright converging vertical side walls can further enhance these wave focusing effects.
  • Said concave front waii on said fioat(s) can also have an extended lower surface at said downward slope angle to further increase wave amplitude and impacting force, especially if said fixed position wave focusing plane or piate is not utilized.
  • the present invention is clearly distinguished from relevant prior art, being the only OVA/EC having both an elongated f!oat(s) or barrier(s) constrained to downward sloping motion (relative to oncoming waves), to capture both heave and surge wave energy components, and a stabilized controlled buoyancy frame allowing both submerged depth and slope angle adjustment for optimized or maximized wave energy capture efficiency as well as total float or barrier submergence for severe sea OWEC survival (unique "Submerge to Survive" capability).
  • Additional distinguishing features of various embodiments include adjustable (wafer ballast) buoyancy or mass of said elongated surface float(s) or barrier(s) controiled by said controlled buoyancy frame. This allows the controllable buoyancy controllable depth frame to also control the mass and buoyancy of the barrier by changing its submerged height allowing water to fill or drain from the float's- internal cavities. This allows optimization of the float's mass and submergence level for optimum wave energy capture efficiency.
  • FIG. 1 shows a near shore only depioyable, seabed mounted, bottom hinged vertical buoyant "flap gate 3 type OW ' EC utilizing a pressurized water PTO system called the yster" currently being developed by Aquamarine, "Flap” or “hinged gate” type OVVECs capture only the “surge” wave energy component (not heave) of total wave energy, which energy is substantially reduced as waves near shore.
  • Flap gates unlike the present invention, also produce a significant "back wave” which further reduces the energy otherwise capturable. Flap gates, by their geometry, have excessive resistive force but little travel distance near their bottom hinge but Insufficient resistance near the top or surface where wave kinetic energy Is greatest.
  • Gerber 8,123,579 and Dick 7,909,536 which are being commercially developed as the OPT "Power Buoy" and “Wavehob respectively, are good examples of "point source absorbers", not elongated or sloped absorption barriers like the present invention. They are vertical "heave only” OVVECs catching no surge wave energy component. Neither Dick '538 nor Gerber '579 describe or claim sloped motion between their circular section (not elongated) surface ring or "donu shaped float and their motion stabilized center spar or frame. Both prior art OWECs rely on vertical heaving "resonance" for acceptable capture efficiency and both produce substantial efficiency reducing back waves, unlike the present invention.
  • Dick '536 can "de-tune” (reduce capture efficiency) by Lf . iy . cins center spar or frame stabilizing ballast and raising the spar during heavy seas (allowing it to rise and move with the float) by reducing spar water ballast
  • the present invention increases frame water ballast during heavy seas producing partial or full submergence ( y using a different water ballasting means than Dick '536).
  • FIG. 3 and FIG. 4 show wave tank test scale models and proposed full scale models, respectively, of the "Sloped IPS Buoy" proposed and tested by the University of Edinburgh from 1 95 to 1999 by Salter and Lin.
  • the ngn-bu ⁇ ant sloped slide or track of the FIG. 3 device was rigidly fixed to the wave tank bottom (unlike the stabilized buoyani frame of the present invention) it showed reasonably good capture efficiencies for constant amplitude and period waves after the mass of the float was optimized or "tuned” for a specific wave period and amplitude using metal rod weights. Simulated random waves reduced collection efficiencies by about 40%.
  • the adjustable ballast floating frame with deep water drag plates of the present invention has well over 10 times the effective stabilization mass per unit width of intercepted wave front than this "Sloped IPS Buoy '.
  • the high moving mass and buoyanee of the IPS Buoy works well when they are "resonance tuned” to a very specific constant frequency and amplitude wave in the lab but not in real random wave seas.
  • the Sow and variable/adjustable moving mass elongated buoyant barrier(s) of the present Invention (with optional lower mass on upstroke and higher mass on down stroke) is not “resonance dependent”.
  • the wave to wave sensed computer controlled variable resistance PTO of embodiments of the present invention further reduces the need for "resonance dependence" for high energy capture efficiency.
  • Vowles 7,737,568 (Prior Art FIG. 2), which is very similar to the Prior Aft sloped IPS Buoy of F!Gs. 3 and 4 (which preceded it by several years) also describes a buoyant float which is also constrained to a downward sloping movement, for combined "heave” and “surge” wave energy capture, also using a non-buoyant spar or frame or “driven linkage", unlike the buoyant and controlled buoyancy frame of the present invention.
  • Vowles '568 was apparently unaware of the extensive prior sloped IPS Buoy work done at the University of Edinburgh first disclosed at the 1995 Portugal Conference. (Cited reference 2, Oct. 1998 paper by Salter & Lin).
  • Vowles '588 describes both a i t non-buoyant seabed affixed spar (in his FIG. 16 ⁇ and a non-buoyant slack moored spar with drag plate (in his FIG, 15).
  • the floating frame of the present invention also drastically improves frame heave, surge and pitch stability, essential to acceptable capture efficiency, if only the moving float (not the non-buoyant spar or frame) is providing ail the buoyancy for the OWEC, effective frame stabilization, even with '588's drag plate, is unlikely and control or adjustment of slope angle and submerged depth is, of course, impossible.
  • Vowies and the Sloped IPS Buoy lack the ability to vary the buoyancy and mass of the elongated floating barrler(s) with water ballast via the means used in embodiments of the present invention which uses the adjustable depth frame and/or the PTO resistive force to change mass of the slope constrained fioat(s) allowing sea water to enter or drain from the water storage cavify(s) in the floaf(s) or barrier(s) thereby changing their mass
  • Vowies and the Sloped IPS Buoy also lack any means, and mor particularly the means of certain embodiments of the present invention, to quickly shed excess float mass when severe wave impacts dictate.
  • the present invention utilizes either an open top cavity and sloping rear wall (FIG.
  • FIG. 1 is a semi-submerged side/end isometric view of the Prior Art yster" near-shore, seabed deployed, vertical, buoyant "flap gate” type OWEC being
  • FIG. 2 is a Prior Art semi-submerged isometric view of Vowles '568 assigned to Wave Energy Technologies of Winnipeg, Canada.
  • FIG. 3 is a Prior Art semi-submerged side elevation view of the "Sloped IPS Buoy" with rigid mount as tested at the University of Edinburgh, Scotland in 1998.
  • FIG, 4 is a Prior Art semi-submerged side elevation view of a proposed commercial design free floating "Sloped IPS Buoy" similar to the "free floating" scale model tested at the University of Edinburgh in 1998.
  • FIG. 5 is a semi-submerged side elevation view of an embodiment of the present invention with said elongated buoyant barrier(s), having an open top cavity for variable water mass, with its motion constrained with roller tracks, on its buoyancy adjustable frame, to a relatively linear down sloping path, relative to advancing wave fronts.
  • FIG. 6 is a semi-submerged side elevation view of an embodiment of the present invention, with said elongated buoyant barner(s), with its motion constrained by lower frame mounted elongated lever or pivot arms to a down sloped areuiate path.
  • FIG. 7 is a semi-submerged side elevation view of an embodiment of the present invention, with said elongated buoyant barrier(s), having variable mass with its motion constrained with down sloping roller tracks mounted on a down sloping frame section attached to 4 vertical variable buoyancy, water ballasted, frame sections protruding above the water surface.
  • FIG. 8a and 8b are plan and side elevation views, respectively, of an
  • said elongated buoyant barrier being arculate and said sloped tracks being supported by a sloped frame member having three buoyant protrusions above the still water line.
  • FIG. 9 is an elevation view of a section of an embodiment of the present invention similar to FIGs. 5, 7 and 8 showing a supplemental hydraulic end stop means for said barrier and a spring loaded deflectable toward wave impacting face.
  • FIGs. 10a and iOb are side elevation views of a middle section of an
  • buoyant barrier pivots such that its open cavity can face upward (as In FIGs. 7 and 8) or forward.
  • FIG. 11 Is a side elevation view of a middle section of an embodiment similar to FIG. 5 or 7 wherein said buoyant barrier pivots rearward reducing the impact of unanticipated severe waves.
  • FIG. 5 describes an embodiment of the present invention wherein one or more relatively lightweight floating elongated buoyant fioat(s) or barrier(s) S having a wave front facing and impacting front wall 1 which may be buoyant or non-buoyant, concave (shown), flat and slope upwardly and outwardly only (per FIG. 9 and 1 1) or convex (not shown), rigid (shown) or a hinged panel (per FIG 9 or 11 ) or a flexible wave impacting front wall (not shown), and a relatively flat and upward and rearward sloped bottom wall 2, Said floating barrier(s) 9 can have an open top cavity (shown) or be solid or hollow (not shown).
  • a wave front facing and impacting front wall 1 which may be buoyant or non-buoyant, concave (shown), flat and slope upwardly and outwardly only (per FIG. 9 and 1 1) or convex (not shown), rigid (shown) or a hinged panel (per FIG 9 or 11 ) or a flexible wave impacting front
  • Said elongated barrier s, or multiples of said barriers 9, arranged side-by- side, will have a horizontal width, aligned approximately parallel to oncoming wave fronts, substantially greater than the horizontal front to rear depth 3 of said barrier, excluding extension plate 5 or other appendages.
  • the fop 3 of said floating body or barrier 9 can be concave and open (shown), hollow with fill and drain holes (not shown) creating an open vessel interior volume 4, or enclosed and hollow or foam or solid filled (not shown).
  • An optional extension plate 5 may protrude from the lower front of front wall 1 at approximately the same angle as sloped bottom wall 2 and sloped frame track 10.
  • Said vessel can be fabricated of metal or composites or foam and composites. It is advantageous to have the empty float or vessel 9 mass relatively low such that it is buoyant and floating In response to oncoming waves,
  • the movement of said elongated buoyant float or barrier 9 is mechanically constrained by downward sloping frack(s) 10 capturing wheels 1 affixed to the bottom 2 or sides of said barrier(s) 9.
  • Said tracks 10 are rigidly affixed to substantially vertical adjustable buoyancy mounting column(s) 20 either at a fixed or adjustable downward sloped angle, preferably between 15 and 65 degrees from horizontal.
  • Said floating elongated barrier(s) are constrained to said downward and upward sloping motion, rather than to a substantially vertical heaving motion (like a heaving buoy), as this a!iows the capture of both heave and kinetic wave energy components and provides more time and travel or stroking distance to make such wave energy capture.
  • Alternative low friction sloped motion constraining means can be used including linear or hydrostatic bearings, slides or the like (not shown). Said sloped constraining means can be linear (shown) or curvilinear (per FIG 8). Both ends of said track(s) are equipped with springs 16 or other mechanical or hydraulic end stop cushioning devices to prevent severe end stop shocks from large waves.
  • shocks are also reduced or eliminated by: a) increasing the resistive load of the onboard generator 15 or other PTO system and/or; b) by allowing some pitching motion in the mounting frame 10 with attached vertical frame coiumn(s) 20, in the direction of oncoming waves during wave crests and rebounding toward wave fronts during wave troughs; and c) allowing water 7 in said top cavity 4 to slide out of said cavity if and when said barrier i rapidly decelerated towards the end of its upstroke.
  • Impacting wave crests 8 raise said buoyant float(s) or vessel 9 upward and rearward producing a "power stroke" using both vertical (heave) buoyant forces and wave impacting lateral (surge) forces, over-topping said front wall 1 if and when waves are of sufficient size, the adjustable buoyancy frame Is sufficiently submerged, and/or when said generator 15 or other PTO provides sufficient resistive force, pnor to completing said stroke and partially or completely fiiiing barrier(s) 9 cavity interior 4 to wafer level 7 thus increasing its mass prior to starting its movement downward and forward (toward oncoming wave fronts) as wave crest 6 starts to withdraw.
  • the water surface 18 behind said elongated barrier(s) 9 remains relatively quiet.
  • Such increased buoyant barrier(s) mass allows the down or return stroke to be faster, more powerful and/or provide a second downward "power stroke".
  • said wave crest 6 is subsequently replaced by a wave trough, some or all of said water / in said elongated barrier(s) interior cavity 4 can be exited through drain ports 8 in said front wall 1 thus reducing the mass of said barrier(s) 9, making it more responsive to the next oncoming wave.
  • said vents 8 can have mechanical means such as gates or doors (not shown) actuated by cam lobes on the top of said tracks 10 (cams not shown) which facilitate the timely discharge of said barrier(s) contained water.
  • Concave barrier's 9 mass can also be adjusted or controlled by utilizing the compressed air 25 seawater ballast system in frame columns 20 to adjust said frame's depth (and the depth of tracks 10) allowing cavity 4 to fill through drain ports 8 and or supplemental sidewall ports (like 57 in FIG1 1).
  • a PTO means such as but not limited to the gear rack 12 affixed to said vessel bottom 2 driving pinion 13 through bevel gears 14 to an electrical generator 15.
  • Alternative PTO means include linear electric generators or hydraulic cylinders or rotary pumps driving hydraulic motor-generators using a pressurized hydraulic fluid accumulator tank to allow constant speed synchronous power generation.
  • Another alternative generating means utilizes high pressure pneumatic pumps to produce compressed air stored in short duration on-board accumulator tanks for on-board synchronous power generation or at substantia! water depths in large or multiple elastic variable volume containers for longer term compressed air storage for use during peak electrical demand periods.
  • the PTO means or other motive force can assist gravity in timeiy returning said elongated buoyant barrier 9 on its downward and forward return stroke during approaching wave troughs.
  • Said PTO resistive force can also be controlled during each wave cycle to match the previously sensed frequency and amplitude of each oncoming wave.
  • Said PTO resistive force in combination with frame submerged depth control can also produce overtopping and filling of said cavity(s) in the top of said float(s)
  • Elongated buoyant floai(s) or barrier(s) 9 constraining tracks 10 are mounted on a relatively stationary stabilized floating frame comprising one o more floating buoyant frame column(s) 20 shown or other frame member a portion of which protrude above the still water surface. It is advantageous to have a floating rather than a fixed depth rigid frame to prevent the adverse performance impact of tidal water level changes on wave energy captur efficiencies, to adjust submerged depth and track 10 slope angle for optimum energy capture, and to provide total float 9 submergence for severe sea state survivability.
  • Said floating vertical buoyancy column(s) 20 or similar frame members have a lower section 21 extending into relatively deep undisturbed water. This lowest section 21 may contain a high density ballast materia!
  • Floating coiumn(s) 20 may be raised or lowered by alternatively discharging water 23 or air 24, supplied by air compressor 25 out of air discharge valve 26 or water vent 30.
  • Said floating vertical column(s) 20 may be optionally attached to one or more rigid seabed fixed poles or piling(s) 27 or 35 with vertical sliding mounts or bushings 29 or 36 respectively, which sJidable mounts eliminate any pitching or horizontal movement of said frame 20, or, alternatively, with a seabed 28 affixed mooring !ine(s) 31 , Rigid seabed affixed piling 35 or 27 can alternatively be attached to or replaced by the tower or a platform member of a floating or seabed affixed off-shore wind turbine or oil or gas production platform.
  • one or more stabilization drag planes or plates 32 are attached to the bottom extended section 21 of said columns 20.
  • Said planes 32 may have extended vertical edges 33 around their perimeter to entrap more water mass, further preventing upward and downward heaving,
  • slide mounts 29 or 36 can be made to be slow reacting allowing slow tidal vertical movements, but not the 5-25 second typical wave or swell period induced movements.
  • the entire OWEC can be partiaiiy or fully submerged to avoid damage from severe sea states by the use of the variable ballast tank(s) 22 and compressed air system 25 and 26.
  • the wave energy capture efficiency of the OWEC of the present invention may be further enhanced by the optional addition of a planar (shown) or curvilinear (shown in FIG 6 element 54) wave shoaling or focusing plate or plane 40 preceding said elongated floating wave absorption barrier(s) frontal surface 1 and down sloping at approximately the same angle as said barrier(s) 9 rearward surface 2 and constraining track 10.
  • Said plate 40 may have vertical and converging (forward to rearward) or parallel (to one another) side plates or shields 41 to further focus oncoming waves and increase their height or impact velocity as they approach and impact said floating barrier(s) forward surface 1.
  • Said wave focusing plate 40, with optional side wails, 41 is supported and rigidly attached to vertical floatation coiumn(s) 20 and/or banier(s) vessel track(s) 10 via support frame 42.
  • Wave focusing plane 40 also provides stabilization against wave induced heaving or pitching of said frame with vertical mounting colurnn(s) 20 increasing the "effective" or “virtual" mass of said frame by the mass of water adjacent to and resisting the movement of "shoaling plane” 40.
  • Such wave shoaling planes are commonly used on "overtopping" type OWECs and many Oscillating Wafer Column (OWC) type OWECs to capture some surge energy component.
  • buoyant material 43 may be attached to or be part or ail of said plate 40,
  • a single floating vertical mounting column 20 can be used, optionally mounted on a single seabed affixed rigid piling 27 or 35 with slide mounts 29 or 36 and said moving wave absorption barrier 9 and its motion constraining means 10 can be moved rearward (not shown) relative to said column 20 and piling 27 or 35 such that the wave induced resistive force is behind said column 20 and piling 27 or 35 pivot point.
  • said frame By attaching mooring line 31 to a relatively high and forward attachment point on said frame (or shoal plane side wails 41), said frame can be further stabilized against wave induced pitching or lateral movement.
  • FIG, 8 shows an embodiment of the present invention similar to FIG. 5 but showing one or more hollow 50 or light weight solid or foam filled (not shown) floating elongated wave absorbing barrier(s).
  • the cavity 50 in said hollow buoyant barrier has a fop plate 55 which optionally can have ports or holes 58 allowing sea water to enter or drain from said cavity 50 increasing or decreasing said barriers mass and reducing its buoyancy.
  • Said ports or holes 57 may also be in the sidewalis 3 of cavity 50.
  • the front face 1 of said barrier(s) may also have drain vents 8 as in FIG, 5.
  • said fioating barrier(s) 9 is constrained to an arcuiate down sloping motion by connecting arm(s) 51 moving about pivot point(s) 52 supported and affixed to floating vertical column(s) 20 by mounting strut(s) 53.
  • An optional wave shoaling plane or plate 54 increases oncoming wave height and impact force on floating wave barrier(s) face 1 in similar fashion to plate 40 in FIG. 5.
  • Said plate 54 may, optionally, have vertical side shields (not shown) per 41 in FIG, 5.
  • the embodiment of FIG. 6 is tethered to the seabed 28 by mooring line 31 to single pivot point 35.
  • buoyant vessel 9 shows its. forward extended position when a wave trough is oncoming or arrived.
  • FIG. 7 shows an embodiment of the present invention similar to FIG. 5 wherein an elongated buoyant floating wave absorbing barrier 9 has its down sloping wave induced motion determined or constrained by one or more tracking means 10 within or affixed to a frame having multiple buoyant floating pipes or tubes or columns, said tubes having both a substantially sloped mid-section 81 between substantially vertical partiaily submerged sections 20, 21 67, and 88.
  • the variable depth air blown ballast system, rack and pinion to rotary generator or pump P ' TO system, and stabilization plate(s) 32 & 33 are as per FIG. 5.
  • the elongated floating wave absorbing barrier 9 similar to FIG. 5 with forward wall 1, lower extension 5, and gravity flow or mechanically actuated water drain ports 8.
  • the upper rearward end of said barrier 9 has a spring loaded gate section to release water from interior cavity 4 to reduce barrier 9 mass in the event that said barrier 9 is abruptly stopped by an unanticipated extreme wave induced up-stroking motion compressing end stop springs 16 and mating elastomer end stop pads 63 mounted 64 on both vertical frame 67 and the vessel 9 at mount 65.
  • the dotted outline of vessel 9 shows its extended position when a wave trough is oncoming. Wave shoaling plane with side plates per FIG. 5 element 40 may also be used.
  • FIG. 8 shows an embodiment of the present invention similar to FIG. 5 wherein the sloped track 10 constraining said moving fioat(s) or barrier(s) 9 motion relative to said stabilized frame 20 is mounted on down sloping frame section 70 which is rigidly attached to frame cross member 78 which is itself rigidly attached to vertical frame members 20 .
  • the aft and higher end of frame member 70 is also rigidly attached to vertical frame member 71.
  • the buoyancy of frame members 70 and 71 can be adjusted by the use of internal air blown water ballast tanks (not shown) or affixed external ballast tank 73 with water inlet/drain port 76 and valve controlled air exit port 75 and air wafer interface 74.
  • Compressed air can be supplied to tank 73 via onboard compressor 25, Rack gear 12 transmits power absorbed by (attached) barrier 9 through pinion gear 13 and bevel gear 14 to generator 15.
  • Pinion gear 13 is supported by frame 70 and located in cavity 72 within frame member 70.
  • the FIG. 8 embodiment is self orienting toward oncoming wave fronts by having its tethering lines 77 pivoting about a single point mooring float 70 moored to the seabed by one or more mooring lines 31.
  • Drag or reaction plate 32 and any other such frame stabilization plates in this or other embodiment can have hinged and spring loaded attachments to frame members 22, 20 or be flexible such that the severe impacts of extreme or unanticipated waves allow some frame movement thereby reducing the forces applied to said floats, PIG, and frame.
  • FIG. 9 snows the mid frame section of an embodiment of the present invention similar to FIGs. 5, 7, and 8 wherein said buoyant float or barrier 9 is constrained to sloped movement by track 10 and wheels 11 driving a PTO system through gear rack 12 and pinion gear 13.
  • additional end sto protection is provided by hydraulic means including, but not limited to, the tapered submerged hydraulic plunger 80 of attached to moving barrier 9 by rod 81 which nests into submerged tapered hydraulic socket or cavity 82.
  • Plunger 80 and mating socket 82 being so shaped as to produce increasing hydraulic resistance as plunger 80 travels into socket 82.
  • the forward face 83 of the embodiment of FIG 9 differs from prior embodiments (and the Prior Art) having only an upward and forward section, the upper section of the stationary shoal plane 40 replacing the need for any lower forward face.
  • the front face or wall 83 of buoyant barrier 9 also differs from previously described embodiments being return spring (not shown) loaded and hinged about point 84 such that unanticipated strong wave impacts will displace said front face 83 along arc 85 reducing said impact. Drain port 8 allows natural or mechanically actuated flooding and drainage of float 9 cavity 4 as previously described.
  • FIG. 10a and 10b show an embodiment of the present invention similar to FIGS. 5, 7, and 8 wherein a concave buoyant float or barrier 9 with open top cavity moves in similar sloped manner being constrained by sloped track 10 and wheels 1 1.
  • Said concave buoyant float 9 is also free of pivot about axel or pivot point 90 such thai said concavity is facing toward oncoming wave troughs 91 and said concave barrier 9 rotates upward around pivot point 90 as oncoming waves 92 impact fill and lift said concave barrier up track 0.
  • Said barrier's forward position (FIG, 10b) and/or upward position FIG. 10b
  • forward 93 and rearward 94 latches which can be mechanically or electrically, released from forward 102 and rearward 103 pins by cams on or in track 10.
  • the front lip 95 of said barrier which can have a forward extension plate (not shown, in FIG. 10; element 5 in FIGs. 5, 7 and 8), thus rotates through arc 96.
  • Geared rack 97 which drives generator 15 through pinion gear 13 is not affixed to said rotating barrier, but is retained by idler gears 98 and transfer gear 99 which is mounted on carriage 100, to which wheels 11 and pivot point 90 are also mounted, is driven by drive gear 101 rigidly affixed to said rotatab!e concave buoyant float about pivot point 90.
  • Figure 11 shows the middle section of an embodiment of the present invention similar to FIG. 5, 7, and 9 wherein said buoyant float or barrier 9 with open top cavity 4 pivots about spring loaded hinged joint 87 moving along arc 89 when impacted by unanticipated extremely large wave crests which would otherwise utilize the full available stroke causing said barrier 9 to severely impact end stop springs (18 in FIGs 5 and 7), end sto pads (63 in FIG 7) or other stroke end stop means (such as the hydraulic end stop shock absorber 80 and 82 in FIG. 9).
  • end stop springs 18 in FIGs 5 and 7
  • end sto pads 63 in FIG 7)
  • other stroke end stop means such as the hydraulic end stop shock absorber 80 and 82 in FIG. 9.
  • said buoyant barrier 9 has an upward facing cavity 4 and an open top (similar to a boat hull) which can be partially or totally filled by overtopping wave crests and/or partial submergence of the adjustable buoyancy frame members (20 in FIG 5 and 20 and 37 in FIG 7).
  • the barrier 9 rotates counter clockwise about pivot point 87 along arc 89 (dotted outline of barrier ⁇ releasing any entrapped water 7 out of barrier's 9 open top 3 thus greatly reducing its moving mass.
  • Hinged joint 87 has return springs (not shown) which return said barrier(s) 9 to its original operating position.
  • Buoyant barrier 9 has optional side fill/drain holes 57.
  • An optional lower wave impacting plate 88 carries barrier 9 constraining its motion through rollers 11 along sloped track 10.
  • barrier 9 and pivot hinge 37 can be carried by a carriage without lower plate 88 with extended shoal plane 40, fixed to track frame member 10, replacing 88, as also shown in FIG. 9.
  • Alternative PTO means other than the rack of pinion rotary generator drive described herein may alternatively be used to transform captured heave and surge wave energy into electric power, pressurized water or other useful energy forms using the floating adjustable buoyancy frame and constrained downward sloping barrier described herein, without departing from the scope of the invention.
  • Alternative PTOs compatible with the present invention include but are not limited to direct drive linear electric generators, high pressure hydraulic pistons or rotary pumps with short duration accumulator tanks and hydraulic motor generators, linear or rotary water pumps with pressurized water storage and hydro-electric turbine generators.

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  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)

Abstract

L'invention porte sur une houlomotrice, qui utilise un ou plusieurs flotteurs allongés flottants s'orientant automatiquement vers des fronts de vagues arrivants et fixés de manière amovible à un cadre de flottabilité commandé stabilisé en mouvement par des pistes inclinées vers le bas forçant le mouvement induit par les vagues du ou des flotteurs à un déplacement vers le haut et vers l'arrière à mesure que les crêtes de vagues arrivantes impactent et lèvent la ou les barrières, et vers le bas et vers l'avant à mesure que les creux de vagues subséquentes les retournent. Le mouvement entre la ou les barrières et le cadre résiste et l'énergie est capturée par un système de récupération de puissance électrique ou hydraulique programmable. Le rendement de capture est en outre amélioré par ajustement de la masse et de la flottabilité de flotteur par commande de l'eau entrante et sortante de cavités dans le ou les flotteurs, utilisation d'un moyen de déprofondissement et de focalisation des vagues, et ajustement de la profondeur immergée et de l'angle d'inclinaison du dispositif ayant des réservoirs de ballast air-eau de cadre ajustables qui permettent également la submersibilité totale des flotteurs pendant des états de mer agités.
EP12827707.6A 2011-09-02 2012-09-03 Houlomotrice à barrière d'absorption inclinée submersible Withdrawn EP2751419A4 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
US13/199,607 US8604631B2 (en) 2009-05-27 2011-09-02 Ocean wave energy converter with multiple capture modes
US201161628732P 2011-11-05 2011-11-05
US13/506,680 US8614520B2 (en) 2011-11-05 2012-05-08 Submergable sloped absorption barrier wave energy converter
PCT/US2012/053590 WO2013033685A1 (fr) 2011-09-02 2012-09-03 Houlomotrice à barrière d'absorption inclinée submersible

Publications (2)

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EP2751419A1 true EP2751419A1 (fr) 2014-07-09
EP2751419A4 EP2751419A4 (fr) 2015-05-06

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CA (1) CA2847346A1 (fr)
WO (1) WO2013033685A1 (fr)

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WO2015074880A1 (fr) 2013-11-19 2015-05-28 Koninklijke Philips N.V. Dispositif électroluminescent transistorisé et son procédé de fabrication
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CN115523075A (zh) * 2022-10-12 2022-12-27 中国科学院广州能源研究所 一种刀片型零质量惯性高效发电波浪能装置

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CA2847346A1 (fr) 2013-03-07
WO2013033685A1 (fr) 2013-03-07

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