WO2015179520A1 - Buoyant subsurface float - Google Patents
Buoyant subsurface float Download PDFInfo
- Publication number
- WO2015179520A1 WO2015179520A1 PCT/US2015/031778 US2015031778W WO2015179520A1 WO 2015179520 A1 WO2015179520 A1 WO 2015179520A1 US 2015031778 W US2015031778 W US 2015031778W WO 2015179520 A1 WO2015179520 A1 WO 2015179520A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- platform
- attached
- anchor
- buoyant
- water
- 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.)
- Ceased
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B17/02—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
-
- 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"
- F03B13/20—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" wherein both members, i.e. wom and rem are movable relative to the sea bed or shore
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B17/02—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
- E02B17/021—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto with relative movement between supporting construction and platform
- E02B17/024—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto with relative movement between supporting construction and platform shock absorbing means for the supporting construction
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B17/04—Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction
- E02B17/08—Equipment specially adapted for raising, lowering, or immobilising the working platform relative to the supporting construction for raising or lowering
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/50—Anchored foundations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/52—Submerged foundations, i.e. submerged in open water
- E02D27/525—Submerged foundations, i.e. submerged in open water using elements penetrating the underwater ground
-
- 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
- the embodiments herein relate generally to ocean engineering.
- a buoyant subsurface float is configured to provide a stable platform below a surface of a deep water upon a sea floor.
- the buoyant subsurface float has a platform configured to be buoyant and submerged in the deep water.
- a tethering system is attached to the platform and further attached to the sea floor. The tethering system holds the platform at an intermediate depth of water between the surface and the sea floor.
- the buoyant subsurface float supports the weight of the tethering system.
- a surface equipment is attached to the platform and configured to perform a function normally performed on a surface of shallow water.
- sensors that monitor a state of the water are attached to the platform.
- the sensors may be communicatively coupled to the tethering system or to a surface element for communication to other systems.
- Other sensors may be incorporated to sense acoustic signatures in the water.
- the tethering system includes a first anchor cable, attached to the platform and further directly attached to a first anchor.
- a second anchor cable is attached to the platform and further directly attached to a second anchor.
- a third anchor cable is attached to the platform and further directly attached to a third anchor.
- the first anchor, the second anchor and the third anchor may be partially buried into the sea floor.
- a single anchor cable and anchor are used.
- the surface equipment includes a surface platform, configured to rest on the surface of the deep water whether in a crest or a trough.
- a first generator and a second generator are mechanically coupled to surface platform. Lines are attached to the first generator and the second generator, which are further attached to the platform.
- Figure 1 shows a side view of one embodiment of the present invention.
- Figure 2 shows a side view of one embodiment of the present invention.
- Figure 3 shows a side view of one embodiment of the present invention.
- Figure 4 shows a side view of one embodiment of the present invention.
- Figure 5A shows a side view of one embodiment of the present invention.
- Figure 5b shows a side view of one embodiment of the present invention.
- buoyant subsurface float 10 comprises platform 12.
- Platform 12 is configured to be buoyant.
- One function of buoyant subsurface float 10 is that it enables shallow water surface equipment to be used in deep water by being submerged at an intermediate depth. Shallow water is defined as being 20 meters or less. Deep water is defined as being 150 meters or more. This application uses the term "intermediate depth of water" to mean at least 20 meters but no more than 30 meters.
- oscillatory motion power equipment One example of surface equipment 30 that can be used effectively in shallow water but not so in deep water is oscillatory motion power equipment. Oscillatory motion is highest at the surface and diminishes exponentially with depth. However, for standing waves (clapotis) near a reflecting coast, wave energy is also present as pressure oscillations at great depth, producing microseisms. These pressure fluctuations at greater depth are too small to be interesting from the point of view of wave power.
- Tethering system 20 is configured to tether platform 12 to sea floor F.
- Tethering system 20 is shown with platform 12 directly attached to first anchor cable 22 A.
- First anchor cable 22A is directly attached to first anchor 24A.
- Platform 12 directly attached to second anchor cable 22B.
- Second anchor cable 22B is directly attached to second anchor 24B.
- Platform 12 directly attached to third anchor cable 22C.
- Third anchor cable 22C is directly attached to third anchor 24C.
- First anchor 24A, second anchor 24B and third anchor 24C are partially buried into sea floor F.
- a single anchor cable is mechanically coupled to a single anchor 24 which connects platform 12 to sea floor F.
- first platform 12A is mechanically coupled to first anchor 24A with first anchor cable 22 A.
- Second platform 12B is mechanically coupled to second anchor 24B with second anchor cable 22B.
- Third platform 12C is mechanically coupled to third anchor 24C with third anchor cable 22C.
- second platform 12B is mechanically coupled to first platform 12A and third platform 12C.
- Each platform is mechanically coupled to a single anchor cable 22 which is mechanically coupled to a single anchor 24.
- the platforms are connected to anchor cable 22 with anchor wire 26.
- Surface equipment 30 is configured to be shallow water surface equipment that is configured to work in shallow water, but is enabled to work in deep water due to buoyant subsurface float 10.
- water W has surface S that moves from crest S I to trough S2 due to waves.
- Surface equipment 30 can generate electrical power from this movement.
- Surface platform 32 is configured to rest on surface S of water W whether in crest S I or trough S2.
- First generator 34, second generator 35 and third generator 36 are mechanically coupled to surface platform 32.
- First generator 34, second generator 35 and third generator are further attached to line 38, which is further attached to platform 12.
- buoyant subsurface float 110 further comprises circumferential frame members 1 12 arranged into frame 114.
- Frame 114 is attached to tension member assembly 1 16 and frame bottom 126.
- Frame bottom 126 further comprises a plurality of valves 124 attached to frame bottom 126 with spring hinges such that the valves open inward as anchor cable 122 pulls buoyant subsurface float 1 10.
- the frame is mechanically coupled to fabric membrane 130 which is configured to generally contain water within buoyant subsurface float 1 10.
- frame 114 can be fabricated of metal or composite materials, with or without tension member elements of metal or synthetic construction.
- the structure provides buoyancy to maintain tension in the structure and the mooring system.
- Anchor cable 122 can be attached to any point on the structure.
- buoyant subsurface float 110 can be suspended in the water column by a tension member assembly 116 that may be made of metal or synthetic tension elements. The mass of water inside of buoyant subsurface float 1 10 increasing the resistance to motion of buoyant subsurface float 110 to imposed forces.
- vertical drag and inertia loads are carried by frame 114.
- Fabric membrane 130 structure does not carry any of these loads.
- Alternative constructions can use the fabric structure as a load-carrying member.
- Hoop tension from internal pressure is carried by fabric membrane 130 and circumferential frame members 1 12. Internal pressure is caused by dynamic pressure at the mouth of the cone due to velocity and the inertia of the water column due to acceleration. This provides the resistance to motion of buoyant subsurface float 110.
- Embodiments of the disclosed invention can be useful for providing a stable platform below a surface of a deep water upon a sea floor.
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
Abstract
This invention relates to ocean engineering. Previously, shallow water systems could not be installed in deep water. Embodiments of the present invention use a platform (12) configured to be buoyant and submerged in the deep water (W). A tethering system (20) is attached to the platform and further attached to the sea floor (F). The tethering system holds the platform at an intermediate depth of water between the surface (S) and the sea floor. Surface equipment (30) is attached to the platform and configured to perform a function normally performed on a surface of shallow water.
Description
BUOYANT SUBSURFACE FLOAT
TECHNICAL FIELD
[0001] The embodiments herein relate generally to ocean engineering.
BACKGROUND ART
[0002] Prior to embodiments of the disclosed invention, shallow water systems could not be installed in deep water. Embodiments of the present invention solve this problem.
DISCLOSURE OF THE INVENTION
[0003] A buoyant subsurface float is configured to provide a stable platform below a surface of a deep water upon a sea floor. The buoyant subsurface float has a platform configured to be buoyant and submerged in the deep water. A tethering system is attached to the platform and further attached to the sea floor. The tethering system holds the platform at an intermediate depth of water between the surface and the sea floor. The buoyant subsurface float supports the weight of the tethering system. A surface equipment is attached to the platform and configured to perform a function normally performed on a surface of shallow water.
[0004] In some embodiments, sensors that monitor a state of the water are attached to the platform. The sensors may be communicatively coupled to the tethering system or to a surface element for communication to other systems. Other sensors may be incorporated to sense acoustic signatures in the water.
[0005] In some embodiments, the tethering system includes a first anchor cable, attached to the platform and further directly attached to a first anchor. A second anchor cable is attached to the platform and further directly attached to a second anchor. A third anchor cable is attached to the platform and further directly attached to a third anchor. The first anchor, the second anchor and the third anchor may be partially buried into the sea floor. In other embodiments, a single anchor cable and anchor are used.
[0006] In some embodiments, the surface equipment includes a surface platform, configured to rest on the surface of the deep water whether in a crest or a trough. A first generator and a second generator are mechanically coupled to surface platform. Lines are
attached to the first generator and the second generator, which are further attached to the platform.
BRIEF DESCRIPTION OF THE FIGURES
[0007] The detailed description of some embodiments of the invention is made below with reference to the accompanying figures, wherein like numerals represent corresponding parts of the figures.
[0008] Figure 1 shows a side view of one embodiment of the present invention.
[0009] Figure 2 shows a side view of one embodiment of the present invention.
[0010] Figure 3 shows a side view of one embodiment of the present invention.
[0011] Figure 4 shows a side view of one embodiment of the present invention.
[0012] Figure 5A shows a side view of one embodiment of the present invention.
[0013] Figure 5b shows a side view of one embodiment of the present invention.
BEST MODE OF THE INVENTION
[0014] By way of example, and referring to Figure 1, one embodiment of buoyant subsurface float 10 comprises platform 12. Platform 12 is configured to be buoyant. One function of buoyant subsurface float 10 is that it enables shallow water surface equipment to be used in deep water by being submerged at an intermediate depth. Shallow water is defined as being 20 meters or less. Deep water is defined as being 150 meters or more. This application uses the term "intermediate depth of water" to mean at least 20 meters but no more than 30 meters.
[0015] One example of surface equipment 30 that can be used effectively in shallow water but not so in deep water is oscillatory motion power equipment. Oscillatory motion is highest at the surface and diminishes exponentially with depth. However, for standing waves (clapotis) near a reflecting coast, wave energy is also present as pressure oscillations at great depth, producing microseisms. These pressure fluctuations at greater depth are too small to be interesting from the point of view of wave power.
[0016] One of the challenges that can affect the efficiency of deep water wave power generation is high speed underwater currents. Currents are typically fastest within 200 meters from the surface and can be measurable (though less) at much greater depths.
Current, along with other sea conditions are measured with sensors 14 mechanically coupled to platform 12.
[0017] Tethering system 20 is configured to tether platform 12 to sea floor F. Tethering system 20 is shown with platform 12 directly attached to first anchor cable 22 A. First anchor cable 22A is directly attached to first anchor 24A. Platform 12 directly attached to second anchor cable 22B. Second anchor cable 22B is directly attached to second anchor 24B. Platform 12 directly attached to third anchor cable 22C. Third anchor cable 22C is directly attached to third anchor 24C. First anchor 24A, second anchor 24B and third anchor 24C are partially buried into sea floor F. In some embodiments, as shown in Figure 2, a single anchor cable is mechanically coupled to a single anchor 24 which connects platform 12 to sea floor F.
[0018] In some embodiments as shown in Figure 3, instead of a single platform 12, there can be a first platform 12A, a second platform 12B, and a third platform 12C. First platform 12A is mechanically coupled to first anchor 24A with first anchor cable 22 A. Second platform 12B is mechanically coupled to second anchor 24B with second anchor cable 22B. Third platform 12C is mechanically coupled to third anchor 24C with third anchor cable 22C. Alternately, as shown in Figure 4, second platform 12B is mechanically coupled to first platform 12A and third platform 12C. Each platform is mechanically coupled to a single anchor cable 22 which is mechanically coupled to a single anchor 24. Here, the platforms are connected to anchor cable 22 with anchor wire 26.
[0019] Tethering system 20 can be communicatively coupled to sensors 14. For instance, depending on currents and sea state first anchor cable 22A, second anchor cable 22B and third anchor cable 22C can be slackened or tightened. This can be used to ensure that buoyant platform 12 is parallel to sea floor F, perpendicular to sea floor F or somewhere in between parallel and perpendicular. In any event, platform 12 should be a stable platform characterized in that it moves very little if at all. As used in this application very little movement is a few inches per day.
[0020] Surface equipment 30 is configured to be shallow water surface equipment that is configured to work in shallow water, but is enabled to work in deep water due to buoyant subsurface float 10. In the exemplary embodiment, water W has surface S that moves from crest S I to trough S2 due to waves. Surface equipment 30 can generate electrical power from this movement. Surface platform 32 is configured to rest on surface S of water W whether in crest S I or trough S2. First generator 34, second generator 35 and third generator 36 are mechanically coupled to surface platform 32. First generator 34,
second generator 35 and third generator are further attached to line 38, which is further attached to platform 12.
[0021] As waves cause surface platform 36 to rise and fall, line 38 rotates first generator 34, second generator 35 and third generator. This causes electrical power that is stored in a battery (not shown). Of course, the wave power generator is only an example of equipment that can be utilized with buoyant subsurface float 10.
[0022] Finally turning to Figure 5 A and 5B, buoyant subsurface float 110 further comprises circumferential frame members 1 12 arranged into frame 114. Frame 114 is attached to tension member assembly 1 16 and frame bottom 126. Frame bottom 126 further comprises a plurality of valves 124 attached to frame bottom 126 with spring hinges such that the valves open inward as anchor cable 122 pulls buoyant subsurface float 1 10. The frame is mechanically coupled to fabric membrane 130 which is configured to generally contain water within buoyant subsurface float 1 10.
[0023] In this embodiments, frame 114 can be fabricated of metal or composite materials, with or without tension member elements of metal or synthetic construction. The structure provides buoyancy to maintain tension in the structure and the mooring system. Anchor cable 122 can be attached to any point on the structure. Once attached, buoyant subsurface float 110 can be suspended in the water column by a tension member assembly 116 that may be made of metal or synthetic tension elements. The mass of water inside of buoyant subsurface float 1 10 increasing the resistance to motion of buoyant subsurface float 110 to imposed forces.
[0024] In some embodiments, vertical drag and inertia loads are carried by frame 114. Fabric membrane 130 structure does not carry any of these loads. Alternative constructions can use the fabric structure as a load-carrying member. Hoop tension from internal pressure is carried by fabric membrane 130 and circumferential frame members 1 12. Internal pressure is caused by dynamic pressure at the mouth of the cone due to velocity and the inertia of the water column due to acceleration. This provides the resistance to motion of buoyant subsurface float 110.
[0025] All references throughout this application, for example patent documents including issued or granted patents or equivalents, patent application publications, and nonpatent literature documents or other source material, are hereby incorporated by reference herein in their entireties, as though individually incorporated by reference, to the extent each reference is at least partially not inconsistent with the disclosure in the present application
(for example, a reference that is partially inconsistent is incorporated by reference except for the partially inconsistent portion of the reference).
[0026] A portion of the disclosure of this patent document contains material which is subject to copyright protection. The copyright owner has no objection to the facsimile reproduction by anyone of the patent document or the patent disclosure, as it appears in the Patent and Trademark Office patent file or records, but otherwise reserves all copyright rights whatsoever.
[0027] Any element in a claim that does not explicitly state "means for" performing a specified function, or "step for" performing a specified function, is not to be interpreted as a "means" or "step" clause as specified in 35 U.S.C. § 112, ]| 6. In particular, any use of "step of in the claims is not intended to invoke the provision of 35 U.S.C. § 1 12, H 6.
[0028] Persons of ordinary skill in the art may appreciate that numerous design configurations may be possible to enjoy the functional benefits of the inventive systems. Thus, given the wide variety of configurations and arrangements of embodiments of the present invention the scope of the invention is reflected by the breadth of the claims below rather than narrowed by the embodiments described above.
INDUSTRIAL APPLICABILITY
[0029] Embodiments of the disclosed invention can be useful for providing a stable platform below a surface of a deep water upon a sea floor.
Claims
1. A buoyant subsurface float, configured to provide a stable platform below a surface of a deep water upon a sea floor; the buoyant subsurface float comprising
a platform configured to be buoyant and submerged in the deep water;
a tethering system attached to the platform and further attached to the sea floor; wherein the tethering system holds the platform at an intermediate depth of water between the surface and the sea floor; and
a surface equipment, attached to the platform and configured to perform a function normally performed on a surface of shallow water.
2. The buoyant subsurface float of Claim 1, further comprising sensors that monitor a state of the water; wherein the sensors are communicatively coupled to the tethering system.
3. The buoyant subsurface float of Claim 2, wherein the tethering system comprises:
a first anchor cable, attached to the platform and further directly attached to a first anchor;
a second anchor cable, attached to the platform and further directly attached to a second anchor;
a third anchor cable, attached to the platform and further directly attached to a third anchor;
wherein the first anchor, the second anchor and the third anchor are partially buried into the sea floor.
4. The buoyant subsurface float of Claim 3, wherein the surface equipment comprises:
a surface platform, configured to rest on the surface of the deep water whether in a crest or a trough;
a first generator and a second generator, mechanically coupled to surface platform
a line, attached to the first generator and the second generator, which is further attached to the platform.
5. A buoyant subsurface float, configured to provide a stable platform below a surface of a deep water upon a sea floor; the buoyant subsurface float comprising
frame members arranged into frame;
a fabric membrane attached to the frame;
a tension member assembly attached to frame and forming a platform configured to be buoyant and submerged in the deep water;
a frame bottom, attached to the frame and further comprising a plurality of valves; wherein the values are configured to permit water to enter into the buoyant subsurface float.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US201462000710P | 2014-05-20 | 2014-05-20 | |
| US62/000,710 | 2014-05-20 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2015179520A1 true WO2015179520A1 (en) | 2015-11-26 |
Family
ID=54554696
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/US2015/031778 Ceased WO2015179520A1 (en) | 2014-05-20 | 2015-05-20 | Buoyant subsurface float |
Country Status (2)
| Country | Link |
|---|---|
| US (1) | US20150337515A1 (en) |
| WO (1) | WO2015179520A1 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWI694953B (en) * | 2016-10-21 | 2020-06-01 | 國立清華大學 | Mooring system and method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2009146564A1 (en) * | 2008-04-23 | 2009-12-10 | Muench Otto | Wave power plant |
| US20100092242A1 (en) * | 2008-10-09 | 2010-04-15 | Rodney Ashby Rasmussen | Systems and methods for harnessing wave energy |
| US20110012358A1 (en) * | 2008-02-07 | 2011-01-20 | Paul Brewster | Wave energy conversion device |
| US20110113771A1 (en) * | 2008-07-14 | 2011-05-19 | Marine Power Systems Limited | Wave Powered Generator |
| US20120090313A1 (en) * | 2009-04-03 | 2012-04-19 | Pontoon Power As | Device for floating wave power plant |
| US20120304911A1 (en) * | 2011-05-31 | 2012-12-06 | Converteam Naval Systems, Inc. | Active control system for floating offshore wind turbine platforms |
| US20130160444A1 (en) * | 2010-06-18 | 2013-06-27 | Marine Power Systems Ltd | Reaction Body for Wave Energy Apparatus |
Family Cites Families (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4367982A (en) * | 1980-09-04 | 1983-01-11 | Mobil Oil Corporation | Safety device for anchored marine structure |
| US4631921A (en) * | 1985-08-05 | 1986-12-30 | Linderfelt Hal R | Float for wave energy harvesting device |
| US6651580B2 (en) * | 2002-02-22 | 2003-11-25 | Globalsantafe Corporation | Method and system for mooring |
| US7896576B2 (en) * | 2007-04-25 | 2011-03-01 | Single Buoy Moorings, Inc. | Enhanced wave power generators |
| US8925313B2 (en) * | 2008-02-22 | 2015-01-06 | Brian Lee Moffat | Wave energy conversion apparatus |
| US8471396B2 (en) * | 2008-04-23 | 2013-06-25 | Principle Power, Inc. | Column-stabilized offshore platform with water-entrapment plates and asymmetric mooring system for support of offshore wind turbines |
| WO2012051382A1 (en) * | 2010-10-13 | 2012-04-19 | Houvener Robert C | Hydrokinetic energy transfer device and method |
| US20150130191A1 (en) * | 2011-05-04 | 2015-05-14 | SeaPower Systems, LLC. | Gravity-based energy-storage system and method |
| US20140161538A1 (en) * | 2012-12-12 | 2014-06-12 | Dallas Joel Meggitt | System and method for undersea micropile deployment |
-
2015
- 2015-05-19 US US14/716,642 patent/US20150337515A1/en not_active Abandoned
- 2015-05-20 WO PCT/US2015/031778 patent/WO2015179520A1/en not_active Ceased
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20110012358A1 (en) * | 2008-02-07 | 2011-01-20 | Paul Brewster | Wave energy conversion device |
| WO2009146564A1 (en) * | 2008-04-23 | 2009-12-10 | Muench Otto | Wave power plant |
| US20110113771A1 (en) * | 2008-07-14 | 2011-05-19 | Marine Power Systems Limited | Wave Powered Generator |
| US20100092242A1 (en) * | 2008-10-09 | 2010-04-15 | Rodney Ashby Rasmussen | Systems and methods for harnessing wave energy |
| US20120090313A1 (en) * | 2009-04-03 | 2012-04-19 | Pontoon Power As | Device for floating wave power plant |
| US20130160444A1 (en) * | 2010-06-18 | 2013-06-27 | Marine Power Systems Ltd | Reaction Body for Wave Energy Apparatus |
| US20120304911A1 (en) * | 2011-05-31 | 2012-12-06 | Converteam Naval Systems, Inc. | Active control system for floating offshore wind turbine platforms |
Also Published As
| Publication number | Publication date |
|---|---|
| US20150337515A1 (en) | 2015-11-26 |
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