offshore structure for use with an ocean thermal energy conversion system and method for connecting

专利摘要:
CONNECTION OF THE COLD WATER TUBE OF THE OCEAN THERMAL ENERGY CONVERSION PLANT. The present invention relates to an offshore structure for use with an OTEC system, which includes a submerged spar having a bottom having a cold water inlet. The cold water inlet includes a dome end in fluid communication with a cold water pipe. A machinery dry space adjacent to the cold water inlet includes one or more cold water supply pumps and one or more cold water pipe lifting and holding winches having a lifting cable connected to the cold water pipe.
公开号:BR112014003495B1
申请号:R112014003495-8
申请日:2012-08-15
公开日:2021-04-20
发明作者:Jonathan M. Ross；Daniel Latimer Wilkins；Manish Gupta；Gregory M Morrow；Laurence Jay Shapiro；Barry R. Cole；Andrew Rekret
申请人:The Abell Foundation, Inc；
IPC主号:

专利说明:

TECHNICAL FIELD
[001] This invention relates to the ocean thermal energy conversion nuclear plant and more specifically to the flotation, minimum motion platform, thermal multiphase motor, ocean thermal energy conversion nuclear plant. BACKGROUND
[002] Energy consumption and demand has grown worldwide at an exponential rate. This demand is expected to continue to grow, particularly in developing countries in Asia and Latin America. At the same time, traditional energy sources, notably fossil fuels, are depleting at an accelerating rate and the cost of exploiting fossil fuels continues to rise. Regulatory and environmental concerns are exacerbating this problem.
[003] Renewable energy related to the sun is an alternative energy source that can provide a part of the solution to the growing demand for energy. Solar-related renewable energy is attractive because, unlike fossil fuels, uranium or even “green” thermal energy, there are little or no risks associated with its use. Also, solar-related energy is free and quite abundant.
[004] Ocean Thermal Energy Conversion (“OTEC”) is a way to produce renewable energy using solar energy stored as heat in tropical ocean regions. The tropic seas and oceans around the world offer a unique renewable energy resource. In many tropical areas (between approximately 20° north and 20° south latitude), the sea surface water temperature remains approximately constant. For depths of approximately 30.48 meters (100 feet), the average seawater surface temperature varies seasonally between 23.88° and 29°C (75 and 85°F) or more. In the same regions, deep ocean water (between 762 meters and 1280.16 meters (2500 feet and 4200 feet) or more) remains almost constantly at 4.44°C (40°F). Therefore, the tropical structure of the ocean offers a large reservoir of warm water at the surface and a large reservoir of cold water in the deep, with a temperature difference between the hot and cold reservoirs of about 1.66° to 7.22°C (35° to 45°F). This temperature difference remains fairly constant throughout the day and night, with small seasonal changes.
[005] The OTEC process uses the temperature difference between tropical surface waters and the deep sea to drive a heat engine to produce electrical energy. OTEC power generation was identified in the late 1970s as a possible renewable energy source having a low to zero carbon footprint for the energy produced. An OTEC nuclear power plant, however, has a low thermodynamic efficiency compared to more traditional high temperature power generation plants. For example, using average ocean surface temperatures of between 26.66° to 29.44°C (80° to 85°F) and a constant deepwater temperature of 4.44°C (40°F), the Optimal maximum Carnot efficiency of an OTEC nuclear power plant will be 7.5 to 8%. In practical operations, the gross energy efficiency of an OTEC power system has been estimated to be about half of the Carnot limit, or approximately 3.5 to 4.0%. Additionally, an analysis by leading researchers in the 1970s and 1980s, and documented in “Renewable Energy from the Ocean, a Guide to OTEC” William Avery and Chih Wu, Oxford University Press , 1994 (herein incorporated by reference), indicates that between a quarter to a half (or more) of the gross electrical energy generated by an OTEC plant operating at a ΔT of 4.44°C (40°F) would be required to operate the water and working fluid pumps and to provide power for other ancillary plant needs. On this basis, the overall low net efficiency of an OTEC nuclear power plant converting thermal energy stored in ocean surface waters to grid power has not been a commercially viable energy production option.
[006] An additional factor resulting in further reductions in overall thermodynamic efficiency is the loss associated with providing the necessary controls in the turbine for precise frequency regulation. This introduces pressure losses into the turbine cycle that limits the work that can be extracted from the heated sea water.
[007] This low net OTEC efficiency compared to typical efficiencies of heat engines operating at high temperatures and pressures has led to the widely publicized conclusion by energy planners that OTEC energy is too expensive to compete with more traditional methods of energy production.
[008] In fact, stray electrical power requirements are particularly important in an OTEC nuclear power plant because of the relatively small temperature difference between heated and cold water. To achieve maximum heat transfer between heated sea water and working fluid, and between cold sea water and working fluid, large heat exchange surface areas are required, along with high fluid velocities. Increasing any of these factors can significantly increase the stray load of the OTEC plant, thereby decreasing net efficiency. An efficient heat transfer system that maximizes energy transfer in the limited temperature difference between seawater and the operating fluid would increase the commercial viability of an OTEC nuclear power plant.
[009] In addition to the relatively low efficiencies with apparently inherent large eddy loads, the operating environment of OTEC plants present design and operation challenges that also diminish the commercial viability of such operations. As mentioned earlier, the heated water required for the OTEC heat engine is found on the ocean surface at a depth of 100 feet (30.48 meters) or less. The constant source of cold water for cooling the OTEC engine is found at a depth of approximately 822.96 meters and 1280.16 meters (2700 feet and 4200 feet) or more. Such depths are not usually found in close proximity to population centers or lesser land masses. An offshore nuclear plant is needed.
[0010] If the plant is floating or attached to an underwater resource, a long cold water inlet pipe of 609.6 meters (2000 feet) or longer is required. Furthermore, because of the large volume of water required in commercially viable OTEC operations, the cold water inlet pipe needs a large diameter (usually between 1.83 and 10.67 meters (6 and 35 feet) or more). Suspending a large diameter pipe from an offshore structure presents stability, connection and construction challenges that have previously driven OTEC costs beyond what is commercially viable.
[0011] Additionally, a pipe having significant length to the proportion of diameter that is suspended in a dynamic ocean environment may be subject to temperature differences and varying ocean currents along the length of the pipe. Vortex bending and peeling stresses along the tube also present challenges. And surface influence such as wave action still present challenges with the connection between the tube and floating platform. A cold water pipe inlet system having desirable performance, connection, and construction considerations would increase the commercial viability of an OTEC nuclear power plant.
[0012] Environmental concerns associated with the OTEC plant have also been an impediment to OTEC operations. Traditional OTEC systems drain large volumes of nutrient-rich cold water from deep oceans and discharge this water to or near the surface. Such a discharge could positively or negatively affect the ocean environment near the OTEC plant, impacting fish populations and coral systems that may currently be down from the OTEC discharge. SUMMARY
[0013] In some aspects, the power generation plant uses ocean thermal energy conversion processes as an energy source.
[0014] Other aspects relate to an offshore OTEC nuclear power plant having improved overall efficiencies with reduced eddy loads, greater stability, lower construction and operating costs, and improved environmental footprint. Other aspects include larger volume water conduits that are integral with the flotation structure. The modularity and compartmentalization of the multiphase OTEC heat engine reduces construction and maintenance costs, limits off-grid operations and improves operational performance. Still other aspects provide a floating platform having structurally integrated heat exchange compartments and provide low platform movement due to wave action. The integrated floating platform can also provide an efficient flow of heated water or cold water through the multi-phase heat exchanger, increasing efficiency and reducing stray energy demand. An associated system can promote an environmentally neutral thermal footprint by discharging heated and cold water to appropriate temperature/depth ranges. Energy extracted in the form of electricity reduces the mass temperature for the ocean.
[0015] Other aspects relate to a low-motion floating OTEC nuclear power plant having a high-efficiency multiphase heat exchanger system, in which the heated and cold water supply conduits and heat exchanger cabinets are structurally integrated into the floating platform or structure of the nuclear power plant.
[0016] In one aspect, an offshore structure for use with an OTEC system includes: a submerged spar having a bottom comprising; a cold water inlet comprising a dome terminus in fluid communication with a cold water pipe; a dry machinery space comprising one or more cold water supply pumps and one or more cold water pipe lifting and holding winches having lifting cable connected to the cold water pipe. Modalities may include one or more of the following features.
[0017] In some arrangements, the cold water inlet has a deck of at least 10 percent of the total deck of the machinery space.
[0018] In some modalities, the cold water inlet occupies the central space of the dry space of the machinery.
[0019] In some embodiments, the cold water supply pumps are in fluid communication with the cold water inlet and in fluid communication with a cold water distribution plenum that supplies cold water to one or more OTEC condensers.
[0020] In some embodiments, the lifting cable penetrates the hull through a dedicated brush tube.
[0021] In some embodiments, the offshore structure also includes a lifting support housing located below the cold water inlet and in which the lifting cable is connected to a lifting support at the top of the cold water pipe, the lift bracket adapted to fit and seal inside the lift bracket housing. In some cases, the lift support housing further comprises the impermeable surface seal and one or more impermeable circumferential seals.
[0022] In some embodiments, the offshore structure also includes a spherical locking system comprising: two or more locking compartments arranged below the cold water inlet and adapted to allow the top of the cold water pipe to be between the two or more lock compartments; a drive motor and piston, the piston passing through an airtight seal; and a ball lock on the inner end of the piston. In some cases, the ball lock is adapted to engage with the mating surface on the cold water pipe on piston activation. In some cases, a ball lock is reversibly engageable with the cold water pipe mating surface. In some cases, the two or more ball locks fit with the mating surface on the cold water pipe and prevent vertical or lateral movement of the cold water pipe in relation to the offshore structure.
[0023] In some aspects, methods of connecting a cold water pipe to an OTEC offshore structure include: passing one or more lifting cables from a dry space of machinery through the submerged bottom of an offshore structure through a brush pipe the dedicated hull pass; connecting the one or more lifting cables to one or more lifting brackets on top of a cold water pipe; and retracting the lifting cables such that the cold water pipe enters the cold water pipe receiving bay of the offshore structure and the one or more lifting supports are within one or more lifting support housings to provide a hermetic seal over the hull pass from which the one or more lifting cables passed. Methods may also include drying the interior of the brush tube to prevent corrosion of the lift wire after the lift wire has retracted and the lift supports are placed in the lift support housings. Methods may also include extending one or more ball locks from an offshore structure to engage a mating surface on the cold water pipe and preventing vertical or horizontal movement of the cold water pipe relative to an offshore structure.
[0024] In some aspects, a cold water pipe includes: an upper part configured to attach to the lower part of an offshore structure, the upper part of the cold water pipe comprising: the circumferential structure embedded within the material cold water pipe ; one or more lifting supports anchored to the embedded circumferential structure; and two or more ball lock contacts secured to a recessed structure for engagement with a ball lock system located in a lower portion of the offshore structure. Modalities may include one or more of the following features.
[0025] In some embodiments, the embedded structure comprises steel.
[0026] In some embodiments, the embedded structure is a plurality of steel plates embedded over the top of the cold water pipe.
[0027] In some embodiments, the cold water pipe also includes a bottom having the offset construction. In some cases, the upper part of the cold water tube comprises the same material as the bypassed lower part of the cold water tube. In some cases, the cold water pipe risers are connected to the riser cables leading to the hoisting hoists in a dry machinery space at the bottom of the offshore structure.
[0028] Still further aspects of the disclosure concern a cold water pipe for use with an offshore OTEC installation, the cold water pipe being a continuous pipe with offset displacement.
[0029] An aspect relates to a tube comprising an elongated tubular structure having an outer surface, an upper tip and a lower tip. The tubular structure comprises a plurality of first and second bypass segments, each bypass segment having an upper part and a lower part, in which the upper part of the second bypass segment is displaced from an upper part of the first bypass segment. .
[0030] Another aspect relates to a tube comprising a tape or a row at least partially wrapped around the tube on the outer surface of the tubular structure. The tape or row may be circumferentially wrapped around the outer surface of the top of the tube, the middle portion of the tube, or the bottom of the tube. The tape or row may be circumferentially wound around the entire length of the tube. The tape or row can be attached so that it is substantially flat against the outer surface of the tube. The tape or row can be attached to protrude outward from the outer surface of the tube. The tape or row can be made of the same material or different material as the tube. The tape or row can be adhesively bonded to the outer surface of the tube, mechanically joined to the outer surface of the tube, or use a combination of adhesive and mechanical joints to attach to the outer surface of the tube.
[0031] Other aspects of the disclosure relate to a displacement deflection tube wherein each deflection segment further comprises the tongue on a first side and a groove on a second side for mating engagement with an adjacent deflection segment. The offset deflection tube may include a positive locking system for mechanically coupling an offset taken from the first side to the second side of the second bypass. Offset can be joined vertically from an offset made at the top to the bottom of an adjacent offset using dowel carpentry. In an alternative embodiment, an upper portion of the bypass and a lower portion of the bypass may each include a joint void, such that when the upper portion of the first bypass is joined with the lower portion of the second bypass, the joint gaps line up. . A flexible resin can be injected into the aligned joint voids. Flexible resin can be used to fill gaps in any joined surfaces. In development aspects, the flexible resin is a methacrylate adhesive.
[0032] Individual deviations from the current disclosure can be of any length. In aspects each offset segment is between 6.09 and 27.42 meters (20 feet and 90 feet) measured from the bottom to the top of the offset. Offset segments can be sized to be shipped by standard intermodal container. Individual offset segments can be between 25.4 cm and 203.2 cm (10 inches and 80 inches) wide. Each offset segment can be between 2.54 cm and 60.96 cm (1 inch and 24 inches) thick.
[0033] In aspects of the disclosure, bypass segments may be pultruded, extruded or molded. Bypass segments can comprise polyvinyl chloride (PVC), chlorinated polyvinyl chloride (CPVC), fiber reinforced plastic (FRP), polymer reinforced mortar (RPMP), polypropylene (PP), polyethylene (PE), high density polyethylene crosslinked (PEX), polybutylene (PB), butadiene acrylonitrile (ABS) styrene; polyester, fiber reinforced polyester, vinyl ester, reinforced vinyl ester, concrete, ceramic, or a composite of one or more of these.
[0034] In other aspects of the disclosure, a branch segment may comprise at least one internal void. The single void can be filled with water, polycarbonate foam or synthetic foam.
[0035] In development aspects, the tube is a cold water inlet for an OTEC nuclear power plant.
[0036] Another aspect of the disclosure relates to an offshore power generation structure comprising a submerged part, the submerged part further comprises: a heat exchange part; a power generating part and a cold water pipe comprising a plurality of diversion segments of the first and second displacement.
[0037] Yet another aspect of the disclosure relates to a method of forming a cold water tube for use in an OTEC nuclear power plant, the method comprises: forming a plurality of first and second bypass segments alternately joining the first and second bypass segments such that the second bypass segments are offset from the first bypass segments to form a continuous elongated tube.
[0038] Another aspect of the disclosure relates to a submerged vertical connecting tube comprising: a floating structure having a vertical tube receiving bay, in which the receiving bay has a first diameter; a standpipe for insertion into the receiving bay tube, the standpipe having a second diameter smaller than the first diameter of the receiving bay tube; an arcuate or partially spherical bearing surface and one or more movable retainers, pinions or guides operable with the bearing surface, in which the retainers define a diameter that is different from the first or second diameter when in contact with the bearing surface.
[0039] A further aspect of the disclosure relates to a method of connecting a submerged standpipe to a floating platform comprising: providing a floating structure having a standpipe receiving bay, in which the pipe receiving bay has a first diameter, providing a vertical tube having an upper tip portion that has a second diameter that is smaller than the first diameter; insert the top end portion of the standpipe into the receiving bay; provide the bearing surface to support the standpipe; extending the one or more retainers such that the one or more retainers have a diameter that is different from the first or second diameters; contact the one or more retainers with the running surface to suspend the standpipe from the floating structure.
[0040] In aspects of the disclosure the one or more retainers may be integral to the standpipe. The one or more retainers can be integral to the receiving bay. The one or more retainers comprise a first retracted position which defines a diameter smaller than the first diameter. The one or more retainers comprise an extended position that defines a diameter greater than the first diameter. The bearing surface is integral to the tube receiving bay and operable with one or more retainers. The bearing surface may comprise a spherical bearing surface. The one or more retainers further comprise a mating surface configured to contact the bearing surface. The one or more retainers further comprise the mating surface configured to contact the spherical bearing surface. The spherical bearing surface and mating surface facilitate relative movement between the standpipe and the floating structure.
[0041] In still other aspects, the one or more retainers comprise a first retracted position that defines a diameter larger than the second diameter. The one or more retainers comprise an extended position that defines a diameter smaller than the second diameter. The bearing surface is integral to the standpipe and operable with one or more retainers.
[0042] Aspects may include a guide for extending or retracting the retainers, the guide being a hydraulically controlled guide, a pneumatically controlled guide; a mechanically controlled guide, an electrically controlled guide, or an electromechanically controlled guide.
[0043] Other aspects may include a tube receiving bay including a first angular tube coupling surface; and a standpipe comprising a second angular tube mating surface, in which the first and second angular tube mating surfaces are configured to cooperatively guide the standpipe during insertion of the standpipe into the tube receiving bay.
[0044] In still other aspects, a static interface between the cold water pipe and the underside of the lintel is provided comprising a receiving bay having a sharpened lower surface and a contact pad for sealing engagement with a sharpened collar surface of a tube of cold water lifting the collar.
[0045] In an exemplary method of connecting a cold water pipe to a lower part of the lintel, the method provides the steps comprising: connecting lifting and retaining cables to an upper part of a cold water pipe, in the which the cold water tube from an upper part comprises the elevation of the collar having a pointed connecting surface, emptying the cold water tube into a lintel of the receiving bay using the lifting and retaining cables, in which the receiving bay comprises the pointed surface for receiving the cold water tube from a top and a contact pad; making the sharp connecting surface of the cold water pipe have a sealed contact with the receiving bay contact pad and mechanically securing the lifting cables to maintain the sealed contact between the connecting surface and the contact pad .
[0046] In yet another aspect, a cold water tube is provided for static connection to a lower part of the lintel, in which the cold water tube comprises the first longitudinal part and a second longitudinal part; the first longitudinal part being connected to the underside of the lintel and the second longitudinal part being more flexible than the first longitudinal part. In some aspect, a third longitudinal part can be included in the cold water pipe that is less flexible than the second longitudinal part. The third longitudinal part can be more flexible than the first longitudinal part. The third longitudinal part can comprise 50% or more of the length of the cold water tube. The first longitudinal part may comprise 10% or less of the length of the cold water pipe. The second longitudinal part can comprise between 1% and 30% of the length of the cold water pipe. The second longitudinal part can allow the deflection of the third longitudinal part of the cold water pipe of about 0.5 degrees and 30 degrees.
[0047] Other aspects of the disclosure refer to a floating OTEC nuclear power plant with minimal movement having an optimized multiphase heat exchange system, in which the hot and cold water supply conduits and heat exchanger cabinets are structurally integrated into the platform floating or nuclear power plant structure.
[0048] Still other aspects include a floating ocean thermal energy conversion power plant. A minimally moving structure such as a lintel or modified semi-submerged offshore structure may comprise a first deck portion having structurally integral heated seawater passages, multiphase heat exchange surfaces and working fluid passages, in which the first part of the deck provides the evaporation of the working fluid. A second deck portion is also provided having structurally integral seawater passages, multiphase heat exchange surfaces and working fluid passages, in which the second deck portion provides a condensing system for condensing the working fluid from vapor to liquid. . The first and second working fluid deck passages are in communication with a third deck portion comprising one or more steam turbine driven electrical generators for power generation.
[0049] In one aspect, an offshore power generation structure is provided comprising a submerged part. The submerged part further comprises the first deck part comprising an integral multiphase evaporator system, a second deck part comprising an integral multiphase condenser system; a third part of the deck storing power generation and transformation equipment; a cold water pipe and a cold water pipe connection.
[0050] In yet another aspect, the first part of the deck further comprises a first stage of the structural heated water passage forming a high volume heated water conduit. The first part of the deck also comprises the first stage of the working fluid passage arranged in cooperation with the first stage of the passageway heated water structure to heat a working fluid to a steam. The first part of the deck also comprises the first stage of the heated water discharge directly coupled to a second stage of the structural heated water passage. The second stage of the structural heated water passageway forms a high volume heated water conduit and comprises the second stage heated water inlet coupled to the first stage of the heated water discharge. The arrangement of the first stage of the heated water discharge to the second stage of the heated water inlet provides minimum pressure in the flow of heated water between the first and second stages. The first part of the deck also comprises the second stage of the working fluid passage arranged in cooperation with the second stage of the structural heated water passageway to heat the working fluid to a steam. The first part of the deck also comprises the second stage of the heated water discharge.
[0051] In yet another aspect, a submerged part further comprises the second part of the deck comprising a first stage of the structural cold water passage forming a high volume cold water conduit. The first stage of the passage of cold water further comprises the first stage of the entry of cold water. The second deck portion also comprises the first stage of the working fluid passage in communication with a first stage of the working fluid passage of the first deck portion. The first stage of the working fluid passage of the second deck portion in cooperation with the first stage of the structural cold water passage cools the working fluid into a liquid. The second part of the deck also comprises the first stage of the cold water discharge directly coupled to a second stage of the structural cold water passage forming a high volume cold water conduit. The second stage of the structural cold water passage comprises the second stage of the cold water inlet. The first stage of the cold water discharge and the second stage of the cold water inlet are arranged to provide minimal pressure loss in the cold water flow from the first stage of the cold water discharge to the second stage of the cold water inlet. The second deck portion also comprises the second stage of the working fluid passage in communication with the second stage of the working fluid passage of the first deck portion. The second stage of the working fluid passage in cooperation with the second stage of the structural cold water passage cools the working fluid within the second stage of the working fluid passage to a liquid. The second part of the deck also comprises the second stage of the cold water discharge.
[0052] In yet another aspect, the third part of the deck may comprise a first and second steam turbines, in which the first phase of the passage of the operating fluid of the first part of the deck is in communication with the first turbine and a second phase of the passage of the working fluid of the first part of the deck is in communication with the second turbine. The first and second turbines can be coupled to one or more electrical generators.
[0053] In still other aspects, an offshore power generation structure is provided comprising a submerged part, the submerged part further comprises a four-phase evaporator part, a four-phase condenser part, a four-phase power generation part, a cold water pipe connection, and a cold water pipe.
[0054] In one aspect, the four-phase evaporator portion comprises the heated water conduit including, a first-stage heat exchange surface, a second-stage heat exchange surface, a third-stage heat exchange surface, and a fourth-stage heat exchange surface. The heated water conduit comprises a vertical frame member of a submerged part. The first, second, third and fourth phase parts of the working fluid conduit in which a working fluid flowing through the working fluid conduit is heated to steam in each of the first, second, third and fourth phase parts.
[0055] In one aspect, the four-phase condenser portion comprises a cold water conduit including, a first-stage heat exchange surface, a second-stage heat exchange surface, a third-stage heat exchange surface, and a fourth-stage heat exchange surface. The cold water conduit comprises the vertical structural member of the submerged part. The first, second, third and fourth heat exchange surfaces are in cooperation with parts of the first, second, third and fourth stages of the working fluid conduit, in which a working fluid flowing through the working fluid conduit is heated to a vapor in each of the parts of the first, second, third and fourth phases with ΔT decreasing with each successive phase.
[0056] In yet another aspect, the conduit of the first, second, third and fourth phases of the operating fluids of the evaporator part is in communication with the first, second, third and fourth steam turbines, in which the conduit of the first phase of the part of the working fluid evaporator is in communication with a first steam turbine and exhausts into the conduit of the fourth stage of the working fluid of the condenser part.
[0057] In yet another aspect, the conduit of the first, second, third and fourth phases of the operating fluids of the evaporator part is in communication with the first, second, third and fourth steam turbine, in which the conduit of the second phase of the part of the working fluid evaporator is in communication with the second steam turbine and exhausts into the conduit of the third working fluid stage of the condenser part.
[0058] In yet another aspect, the conduit of the first, second, third and fourth phases of the operating fluids of the evaporator part is in communication with the first, second, third and fourth steam turbine, in which the conduit of the third phase of the part of the working fluid evaporator is in communication with a third steam turbine and exhausts to a second stage working fluid conduit of the condenser part.
[0059] In yet another aspect, the phase fluid conduits of the first, second, third and fourth phases of the evaporator part are in communication with a first, second, third and fourth steam turbines, in which the operating fluid conduit The fourth stage of the evaporator part is in communication with a fourth steam turbine and exhausts into the first stage working fluid conduit in the condenser part.
[0060] In yet another aspect, a first electric generator is driven by the first turbine, the fourth turbine or a combination of the first and fourth turbines.
[0061] In yet another aspect, a second electrical generator is driven by the second turbine, the third turbine or a combination of both the second and third turbines.
[0062] Additional aspects of the disclosure may incorporate one or more of the following features: the first and fourth turbines or the second and third turbines produce between 9MW and 60MW of electrical energy; the first and second turbines produce approximately 55MW of electrical energy; the first and second turbines form one of a plurality of turbine-generator assemblies in a nuclear Ocean Thermal Energy Conversion plant; a first stage heated water inlet is free from interference from the second stage cold water discharge; a first cold water inlet stage is free from interference from the second stage heated water discharge; the working fluid within the first or second stage working fluid passages comprises a commercial refrigerant. The working fluid comprises ammonia, propylene, butane, R-134, or R-22; the working fluid in a first and second phase of the working fluid passages increases in temperature between -11.11°C and -4.44°C (12°F and 24°F); a first working fluid flows through the first stage working fluid passage and a second working fluid flows through the second stage working fluid passage, in which the second working fluid enters the second steam turbine at a lower temperature than a first working fluid enters the first steam turbine; the working fluid in a first and second phase of the working fluid passages decreases the temperature between -11.11°C and -4.44°C (12°F and 24°F); a first working fluid flows through the first-stage working fluid passage and a second working fluid flows through the second-stage working fluid passage, wherein the second working fluid enters the second portion of the deck at a lower temperature than a first. working fluid enters the second part of the deck.
[0063] Other aspects of the disclosure may also incorporate one or more of the following features: heated water flowing within the first or second stage of the structural heated water passage comprises: marine heated water, geothermally heated water, sun-heated reservoir water; heated industrial cooling water, or a combination thereof; the heated water flows between 37.88 m3/s (500,000 gpm) and 454.61 m3/s (6,000,000 gpm); the heated water flows at 412.18 im3/sec (5,440,000 gpm); the heated water flows between 136,077.71 t/h (300,000,000 lb/hr) and 453,592.37 t/h (1,000,000,000 lb/hr); heated water flows at 1,233.77 t/h (2,720,000 lb/hr); the cold water flowing within the first or second phase of the structural cold water passage comprises ice sea water, ice fresh water, ice ground water or a combination thereof; cold water flows between 18.94 m3/s (250,000 gpm) and 227.30 m3/s (3,000,000 gpm); cold water flows at 259.13 m3/s (3,420,000 gpm); the cold water flows between 56,699.05 t/h (125,000,000 lb/hr) and 793,786.65 t/h (1,750,000,000 lb/hr); the cold water flows at 775.64 t/h (1,710,000 lb/hr).
[0064] Aspects of disclosure may also incorporate one or more of the following features: the offshore structure is a minimal movement structure; the offshore structure is a floating lintel structure; the offshore structure is a semi-submerged structure.
[0065] Yet another aspect of the disclosure may include a low-speed, high-volume heat exchange system for use in an ocean thermal energy conversion nuclear plant, comprising: a first-stage cabinet that further comprises a first pass of water flow for heat exchange with a working fluid; and a first working fluid passage; and a second stage cabinet coupled to a first stage cabinet further comprising a second water flow passage for exchanging heat with an operative fluid and coupled to the first water flow passage so as to minimize water pressure drop flowing from the first water flow passage to the second water flow passage; and a second working fluid passage. The first and second phase cabinets comprise structural members of the nuclear plant.
[0066] In one aspect, water flows from a first-stage cabinet to the second-stage cabinet and the second-stage cabinet is below an evaporator of the first-stage cabinet. In another aspect, water flows from a first-stage cabinet to the second-stage cabinet and the second-stage cabinet is above a first-stage cabinet on the condensers and below a first-stage cabinet on the evaporators.
[0067] Aspects of the disclosure may have one or more of the following advantages: a continuous displacement deflection cold water tube is lighter than the segmented tube construction; a continuous displacement deflection water pipe has less frictional losses than a segmented pipe; individual bypasses can be dimensioned for easy transport to the OTEC plant operating site; bypasses can be constructed to meet the desired buoyancy characteristics; OTEC power production needs little or no fuel cost for power production; the low pressures and low temperatures involved in the OTEC heat engine reduce component costs and require common materials compared to high cost exotic materials used in high temperature power generation plants, high temperature power generation plants; plant reliability is comparable to commercial refrigeration systems, operating continuously for many years without significant maintenance; reduced construction times compared to high pressure and high temperature plants; and environmentally benign operation and safe energy production. Additional advantages may include increased network efficiency compared to traditional OTEC systems, lower sacrificial electrical loads; reduced pressure loss in cold and heated water passages; modular components; less frequent off-grid production time; minimal movement and reduced susceptibility to wave action; chilled water discharge below surface levels, interference-free heated water inlet from cold water discharge.
[0068] Details of one or more embodiments of the invention are defined in the accompanying drawings and in the description below. Other features, objects and advantages of the invention will be apparent from the description and drawings, and from the claims. DESCRIPTION OF DRAWINGS
[0069] Figure 1 illustrates an exemplary prior art OTEC heat engine.
[0070] Figure 2 illustrates an exemplary prior art OTEC nuclear power plant.
[0071] Figure 3 illustrates an OTEC structure.
[0072] Figure 3A illustrates an OTEC structure.
[0073] Figure 4 illustrates a displacement deflection tube of an OTEC structure.
[0074] Figure 5 illustrates a detailed image of a displacement deviation pattern.
[0075] Figure 6 illustrates a cross-sectional view of a displacement deflection cold water pipe.
[0076] Figures 7A-C illustrate various views of individual deviations.
[0077] Figure 8 illustrates an arrangement of the tongue and groove of an individual deviation.
[0078] Figure 9 illustrates a positive latch between two offsets.
[0079] Figure 10 illustrates a displacement deflection cold water pipe incorporating a reinforcement row.
[0080] Figure 11 illustrates a method of construction of the cold water pipe.
[0081] Figure 12 illustrates a prior art example of tube-to-cardan connection.
[0082] Figure 13 illustrates a cold water pipe connection.
[0083] Figure 14 illustrates a cold water pipe connection.
[0084] Figure 15 illustrates a method of connecting the cold water pipe.
[0085] Figure 16 illustrates the cold water pipe connection with a flexible cold water pipe.
[0086] Figure 17 illustrates a cold water pipe connection.
[0087] Figure 18 illustrates a cold water pipe with a lifting collar.
[0088] Figure 19 illustrates an exemplary deck plan of an OTEC structure.
[0089] Figure 20 illustrates an exemplary cold water pump room of the OTEC structure of figure 20A.
[0090] Figure 21A illustrates a plan view of an exemplary heat exchanger deck of an offshore structure.
[0091] Figure 21B illustrates a perspective view of an exemplary heat exchanger deck of an offshore structure.
[0092] Figure 21C illustrates a perspective section view of an exemplary heat exchanger deck of an offshore structure.
[0093] Figure 22A illustrates a deck view of an exemplary underwater portion of an OTEC structure having a full set of domed inlet.
[0094] Figure 22B illustrates an enlarged view of a deck of a cold water portion and cold water pipe connection of the 22A OTEC structure.
[0095] Figure 22C illustrates a perspective view of an exemplary cold water pump room of the OTEC structure of figure 22A.
[0096] Figure 22D illustrates the perspective view of an exemplary cold water pump room of figure 22C with the hidden cold water pumps.
[0097] Figure 22E illustrates an exemplary schematic diagram of a cold water system of an OTEC structure.
[0098] Figure 23 illustrates an exemplary cold water pump room and cold water pipe lift system.
[0099] Figure 24 illustrates an exemplary ball lock system.
[00100] Figure 25 illustrates an exemplary lifting and storage bracket.
[00101] Figure 26 illustrates an exemplary cold water pipe with bypass.
[00102] As reference symbols in the various drawings indicate similar elements unless otherwise indicated. DETAILED DESCRIPTION
[00103] This disclosure refers to the generation of electrical energy using Ocean Thermal Energy Conversion (OTEC) technology. Aspects of the disclosure relate to an OTEC floating nuclear power plant having improved overall efficiencies with reduced eddy loads, greater stability, lower construction and operating costs, and improved environmental footprint over previous OTEC nuclear power plants. Other aspects include large volume water conduits that are integral with the floating structure. The modularity and compartmentalization of the OTEC multiphase heat engine reduces construction and maintenance costs, limits off-grid operation and improves operational performance. Still other aspects provide a floating platform having integrated heat exchange compartments and provide minimal platform movement due to wave action. The integrated floating platform can also provide an efficient flow of heated water or cold water through the multiphase heat exchanger increasing efficiency and reducing stray energy demand. Development aspects promote a neutral thermal footprint by discharging hot and cold water at appropriate temperature/depth ranges. The energy extracted in the form of electricity reduces the mass temperature for the ocean.
[00104] OTEC is a process that uses energy from the sun's heat that is stored in the Earth's oceans to generate electricity. OTEC uses the temperature difference between the warmest upper ocean layer and the deepest, coldest ocean water. Generally, this difference is at least 36°F (20°C). These conditions exist in tropical areas, approximately between the Tropic of Capricorn and the Tropic of Cancer, or even at 20° North and South latitude. OTEC processes use the temperature difference to energize a Rankine cycle, with heated surface water serving as the source of value and cold, deep water serving as the heat dissipation. Rankine cycle turbines drive generators that produce electrical energy.
[00105] Figure 1 illustrates a typical Rankine OTEC cycle heat engine 10 that includes marine heated water inlet 12, evaporator 14, marine heated water outlet 15, turbine 16, chilled marine water inlet 18, condenser 20, outlet Sea Water Cooling 21, Working Fluid Conduit 22, and Working Fluid Pump 24.
[00106] In operation, the heat engine 10 can use any of a number of operating fluids, for example, commercial refrigerants such as ammonia. Other working fluids can include propylene, butane, R-22 and R-134a. Other commercial refrigerants can be used. Sea water heated between approximately 23.88 and 29.44°C (75° and 85°F), or more, is withdrawn from the ocean surface or just below the ocean surface through the marine heated water inlet 12 and its instead heats the ammonia working fluid passing through the evaporator 14. The ammonia heats to a vapor pressure of approximately 942.32 kPa (9.3 atm). Steam is transported along working fluid conduit 22 to turbine 16. Ammonia vapor expands as it passes through turbine 16, producing energy to drive an electrical generator 25. Ammonia vapor then enters condenser 20, where it is cooled to a liquid by icy seawater taken from the depths of the ocean at approximately 914.4 m (3000 ft). Chilled seawater enters the condenser at a temperature of approximately 4.44°C (40°F). The vapor pressure of the ammonia working fluid at the temperature in condenser 20, at approximately 10.55°C (51°F), is 618.08 kPa (6.1 atm). Therefore, a significant pressure difference is available to drive the turbine 16 and generate electrical energy. As the ammonia working fluid condenses, the liquid working fluid is pumped back to the evaporator 14 by the working fluid pump 24 through a working fluid conduit 22.
[00107] The heat engine 10 of figure 1 is essentially the same as the Rankine cycle of most steam turbines, except that OTEC differs in that it uses different operating fluids and low temperatures and pressure. The heat engine 10 in Figure 1 is also similar to commercial refrigeration plants, except that the OTEC cycle runs in the opposite direction such that a heat source (eg heated ocean water) and a cold heat dissipation (eg , deep ocean waters) are used to produce electricity.
[00108] Figure 2 illustrates the typical components of an OTEC 200 floating installation, which includes: the vessel or platform 210, the marine heated water inlet 212, the heated water pump 213, the evaporator 214, the heated water outlet marine 215, turbine-generator 216, cold water pipe 217, chilled marine water inlet 218, cold water pump 219, condenser 220, chilled marine water outlet 221, operating fluid conduit 22, the operating fluid pump 224, and pipe connections 230. The OTEC 200 installation may also include electrical generation, transmission and transformation systems, position control systems such as propulsion, thrust or docking systems, as well as various support and auxiliary systems (eg personal accommodations, emergency power, potable water, gray and black water, fire brigade, damage control, reserve buoyancy and other common marine or onboard systems).
[00109] Implementations of OTEC nuclear power plants utilizing the basic heat engine and system of figures 1 and 2 have a relatively low overall efficiency of 3% or less. Because of this low thermal efficiency, OTEC operations require large amounts of water to flow through the power system per kilowatt of generated power. This in turn requires large heat exchangers having large heat exchange surface areas in the evaporator and condensers.
[00110] Such large volumes of water and large surface areas require considerable pumping capacity in a 213 heated water pump and 219 cold water pump, reducing the grid electrical energy available for distribution to a shore-based or offshore installation. industries purposes on board. Furthermore, the limited space of most surface vessels does not easily accommodate large volumes of water directed to and flowing through the evaporator or condenser. In fact, large volumes of water require large diameter pipes and conduits. Placing such structures in limited spaces requires multiple bends to accommodate other machines. And the limited space typical of surface in-vessels or structures does not make it very easy to exchange the large surface area of heat needed for maximum efficiency in an OTEC plant. Therefore, OTEC and vessel or platform systems have traditionally been large and expensive. This has led to the industry's conclusion that OTEC operations are a low energy release and costly production option when compared to other energy production options using high temperatures and pressures.
[00111] Aspects of disclosure address technical challenges to improve the efficiency of OTEC operations and reduce the cost of construction and operation.
[00112] The vessel or platform 210 requires low movements to minimize the dynamic forces between the cold water pipe 217 and the vessel or platform 210 and to provide a benign operating environment for the OTEC equipment on the platform or vessel. The vessel or platform 210 must also support the incoming cold and heated water volume flows (218 and 212), bringing sufficient cold and heated water at appropriate levels to ensure efficiency of the OTEC process. The vessel or platform 210 must also allow the discharge of cold and heated water through cold and heated water outlets (221 and 215) well below the waterline of the vessel or platform 210 to prevent thermal recirculation in the surface layer of the Ocean. Additionally, the vessel or platform 210 must be weather resistant without disturbing power generation operations.
[00113] The OTEC 10 heat engine shall utilize a highly efficient thermal cycle for maximum efficiency and energy production. Heat transfer in condensing and boiling processes, as well as heat exchanger materials and design, limit the amount of energy that can be extracted from each heated marine water bridge. The heat exchangers used in the evaporator 214 and condenser 220 need high volumes of cold and heated water flow with low head loss to minimize parasitic loads. Heat exchangers also need high heat transfer coefficients to improve efficiency. Heat exchangers can incorporate material and design, which can be tailored to the inlet temperatures of cold and heated water to improve efficiency. The heat exchanger design should use a simple construction method with minimal amounts of material to reduce cost and volume.
[00114] Turbo 216 generators must be highly efficient with minimal internal loss and can also be customized to the operating fluid to improve efficiency.
[00115] Figure 3 illustrates an implementation that improves the efficiency of previous OTEC nuclear power plants and overcomes many of the technical challenges associated with it. This implementation comprises a lintel for the vessel or platform, with heat exchangers and associated cold and heated water piping integral to the lintel.
[00116] The OTEC 310 rod stores an integral multiphase heat exchange system for use with an OTEC power generation plant. Rod 310 includes a submerged part 311 below waterline 305. Submerged part 311 comprises heated water inlet part 340, evaporator part 344, heated water discharge part 346, condenser part 348, inlet part of cold water 350, cold water pipe 351, part of the cold water discharge 352, part of the deck of the machinery 354, and house of deck 360.
[00117] Figure 3A illustrates an exemplary machinery arrangement, including heated water inlet part 340, heated water pump room 341, stacked evaporator part 344, turbine generator 349, stacked condenser part 348, part of the cold water inlet 350 and cold water pump room 351.
[00118] In operation, marine heated water of about 23.88°C and 29.44°C (75° and 85°F) is withdrawn through the heated water inlet portion 340 and flows through the lintel through the conduits of structurally integral heated water not shown. Due to the high volume water flow requirements of OTEC heat engines, heated water conduits flow directly to the evaporator portion 344 from between 37.88 m3/s (500,000 gpm) and 454.61 m3/s (6,000). 000 gpm). Such heated water conduits have a diameter of about 1.83 m (6 ft) and 10.67 m (35 ft), or more. Due to this size, the heated water conduits are members of a 310 lintel vertical structure. The heated water conduits may be large diameter tubes of sufficient strength to support the 310 lintel vertically. Alternatively, the heated water conduits may be integral passages to the construction of the lintel 310.
[00119] The heated water then flows through the part of the evaporator 344 which stores one or more stacked multiphase heat exchangers to heat a working fluid to steam. The heated marine water is then discharged from the spar 310 through the heated water discharge 346. The heated water discharge can be located or directed through the heated water discharge tube to a depth or near a thermal layer of the ocean that is approximately the same temperature as the discharge temperature of heated water to minimize environmental impacts. The heated water discharge can be directed deep enough to ensure no thermal recirculation with heated water inlet or cold water inlet.
[00120] Cold marine water is drawn from a depth of between 762 and 1280.16 meters (2500 and 4200 feet) or more, at a temperature of approximately 4.44°C (40°F), through a cold water pipe 351. Marine cold water enters beam 310 through a cold water inlet portion 350. Due to the high volume water flow requirements of OTEC heat engines, marine cold water conduits direct the flow to the condenser portion 348 of between 37.88 m3/s (500,000 gpm) and 265.19 m3/s (3,500,000). gpm. Such marine cold water conduits have a diameter between 1.83 meters and 10.67 meters (6 feet and 35 feet) or more. Due to this size, marine cold water conduits are vertical structural members of rod 310. Cold water conduits can be large diameter tubes of sufficient strength to support rod 310 vertically. Alternatively, the cold water conduits can be integral passages for the lintel 310 construction.
[00121] The cold marine water then flows in an upward direction to the stacked part of the multiphase condenser 348, where the cold marine water cools a working fluid to a liquid. The marine cold water is then discharged from the lintel 310 through the marine cold water discharge 352. The cold water discharge can be located or directed through a marine cold water discharge pipe to the depth or near a thermal layer of the ocean. that is approximately the same temperature as the discharge temperature of marine cold water. The cold water discharge can be directed deep enough to ensure that there is no thermal recirculation with heated water inlet or cold water inlet.
[00122] The deck part of machinery 354 can be positioned vertically between the evaporator part 344 and the condenser part 348. Positioning the deck part of the machinery 354 below the evaporator part 344 allows for an almost in-line heated water flow straight through the multiphase evaporators, and for discharge. Positioning the deck portion of machinery 354 over the condenser portion 348 allows for an almost straight-line cold water flow from the inlet, through multiphase condensers, and to discharge. The deck portion of machinery 354 includes turbo generators 356. In operation, hot working fluid heated to steam from evaporator portion 344 flows to one or more turbo generators 356. The working fluid expands in turbo generator 356 thus directing a turbine for the production of electrical energy. The working fluid then flows to the condenser part 348 where it is cooled to a liquid and pumped to the evaporator part 344.
[00123] The performance of heat exchangers is affected by the temperature difference available between the fluids as well as the heat transfer coefficient on the heat exchanger surfaces. The heat transfer coefficient generally varies with the velocity of the fluid across the heat transfer surfaces. Higher fluid speeds require more pumping energy, therefore reducing the plant's network efficiency. A hybrid cascade multiphase heat exchange system facilitates lower fluid speeds and higher plant efficiencies. The cascading hybrid stacked heat exchanger design also facilitates smaller pressure drops across the heat exchanger. And the vertical mill design facilitates smaller pressure drops across the entire system. A cascade multiphase hybrid heat exchange system is described in U.S. Patent Application No. 12/691,663 (Attorney Registry No. 25667-0004001), entitled "Ocean Thermal Energy Conversion Plant," filed at January 21, 2010, full content which is hereby incorporated by reference 2010, full content which is here . cold water pipe
[00124] As described above, OTEC operations require a cold water source. Variations in the differential temperature between hot and cold water can greatly influence the overall efficiency of the OTEC power plant. As such, water at approximately 4.44°C (40°F) is drawn from depths of between 822.96 meters and 1280.16 meters (2700 feet and 4200 feet) or more, where the temperature is at or approximately at its maximum cold limit for the location of the OTEC power plant. A long inlet pipe is required to draw this cold water to the surface for use by the OTEC power plant. Such cold water pipes have been a hindrance to commercially viable OTEC operations because of the cost of building a pipe of adequate performance and durability.
[00125] Such cold water pipes have been an obstacle to commercially viable OTEC operations because of the cost of building a pipe of adequate performance and durability. OTEC needs large volumes of water at desired temperatures to ensure maximum efficiency in electric power generation. Previous cold water pipe designs specific to OTEC operations included a sectional construction. Cylindrical tube sections were bolted or mechanically joined in series until a sufficient length was obtained. Pipe sections were assembled close to the plant facility and the fully constructed pipe was then upright and installed. This approach had significant drawbacks including strain and fatigue at the connection points between sections of pipe. What's more, the connecting hardware added to the overall tube weight, further complicating stress and fatigue considerations in the tube section and connecting connections between the fully assembled CWP and the OTEC platform or vessel.
[00126] The cold water pipe (“CWP”) is used to draw water from a cold water reservoir at an ocean depth between 822.96 meters and 1280.16 meters (2700 feet and 4200 feet) or greater. Cold water is used to cool and condense to a liquid the vaporous operating fluid emerging from the power plant turbine. The CWP and its connection to the vessel or platform are configured to withstand the static and dynamic loads imposed by the weight of the tube, the relative movements of the tube and platform when subjected to the current wave and gravity loads of a hundred-year storm and the load of Suction-induced collapse of the water pump. The CWP is sized to work in the required water flow with low drag loss, and is made of a material that is durable and corrosion resistant in marine water.
[00127] The length of the cold water pipe is defined by the need to draw water from a depth where the temperature is approximately 4.44°C (40°F). The CWP length can be between 609.6 meters and 1219.2 meters (2000 feet and 4000 feet) or more. In aspects, the cold water pipe can be approximately 914.4 meters (3000 feet) in length.
[00128] The diameter of the CWP is determined by the size of the power plant and water flow requirements. The flow rate of water through the pipe is determined by the desired energy output and efficiency of the OTEC power plant. The CWP can transport cold water into the vessel or platform's cold water conduit at a rate between 37.88 m3/s (500,000 gpm) and 265.19 m3/s (3,500,000 gpm), or more. Cold water pipe diameters can be between 1.83 meters and 10.67 meters (6 feet and 35 feet) or more. In aspects, the CWP diameter is approximately 9.45 meters (31 feet) in diameter.
[00129] Previous cold water pipe designs specific to OTEC operations included a sectional construction. Cylindrical pipe sections between 3.05 and 24.38 meters (10 and 80 feet) in length were bolted or joined in series until sufficient length was obtained. Using multiple sections of cylindrical pipe, the CWP could be mounted close to the plant facilities and the fully constructed pipe could be placed upright and installed. This approach had significant drawbacks including strain and fatigue at the connection points between the pipe sections. Furthermore, the connecting hardware added to the overall weight of the pipe, further complicating the stress and fatigue considerations in the pipe section connections and the connection between the fully assembled CWP and the OTEC platform or vessel.
[00130] Referring to figure 4 a continuous displacement deflection cold water pipe is shown. The 451 cold water pipe is free of sectional joints as in previous CWP designs, utilizing an offset deflection construction instead. The CWP 451 includes an upper terminal portion 452 for connection to the submerged portion of the floating OTEC platform 411. The opposite upper terminal portion 452 is the lower portion 454, which may include a ballast system, an anchorage system and/or a input screen.
[00131] The CWP 451 comprises a plurality of displacement offsets constructed to form a cylinder. In one aspect, the plurality of offset offsets may include alternate multiple first offsets 465 and multiple second offsets 467. Each first offset includes an upper limit 471 and a lower limit 472. Each second offset includes an upper limit 473 and a lower limit 474 In one aspect, the second offset 467 is vertically offset from a portion of the adjacent first offset 465 such that the upper limit 473 (of the second offset portion 467) is between 3% and 97% offset vertically from the upper limit 471 (from part of first deviation 465). In still other aspects, the offset between adjacent offsets can be approximately 5%, 10%, 15%, 20%, 25%, 30%, 35%, 40%, 45%, 50% or more.
[00132] Figure 5 illustrates a detailed view of a displacement deviation pattern of an aspect. The pattern includes first multiple offsets 465, each having a portion of the upper limit 471, part of the lower limit 472, connected limit 480, and offset limit 478. The pattern also includes multiple second offsets 467, each having a portion of the upper limit 473, a portion of the lower limit 474, connected limit 480, and displacement limit 479. When forming the cold water pipe, the first bypass section 465 is joined to the second bypass section 467 such that the connected limit 480 is approximately 3% to 97% of the section length of the first offset 465 when measured from the upper limit 471 to the lower limit 472. In one aspect, the connected limit 480 is approximately 50%, 55%, 60%, 65%, 70% , 75%, 80%, 85%, or 90% of the length of the offset.
[00133] It will be noted that in a fully constructed pipe, the first offset 465 can be joined to the second offset 467 along the connected boundary 480. The first offset 465 can also be connected to additional offsets along the offset boundary 478, including a part of the first additional offset, a part of the second additional offset, or any other part of the offset. Similarly, the second offset 467 can be joined to part of the first offset along the connected boundary 480. And the second offset 467 can be joined to another offset along the offset boundary 479, including an additional part of the first offset, a part of the second deviation or any other part of the deviation.
[00134] In aspects, the connected boundary 480 between the first 465 multiple offsets and the 467 second multiple offsets may be of a consistent length or percentage of the offset length for each offset of about the circumference of the pipe. The connected boundary 480 between the first multiple offsets 465 and the second multiple offsets 465 can be of a consistent length or percent of offset length for each offset along the longitudinal axis of cold water pipe 451. In still other respects, the boundary connected 480 may vary in length between alternating first 465 offsets and 467 second offsets.
[00135] As illustrated in Figure 5, the first offset 465 and the second offset 467 have the same dimensions. In aspects, the first offset 465 can be between 76.2 cm (30 inches) and 330.2 cm (130 inches) wide or more, 9.14 m (30 ft) to 18.29 m (60 ft) of length and between 2.54 cm (1 inch) and 60.96 cm (24 inches) thick. In one aspect, the offset dimensions can be approximately 203.2 cm (80 inches) wide, 12.19 m (40 feet) long, and 10.16 cm (4 inches) to 30.48 cm (12 inches) ) of thickness. Alternatively, first offset 465 may have a different length or width than second offset 467.
[00136] Figure 6 illustrates a cross-sectional view of the cold water pipe 451 showing alternating first offsets 465 and second offsets 467. Each offset includes an inner surface 485 and an outer surface 486. Adjacent offsets are joined along the connected surface 480. Any two surfaces connected on opposite sides of a single offset define an angle α. Angle α is determined by dividing 360° by the total number of deviations. In one aspect, α can be between 1° and 36°. In an aspect α can be 22.5° for a 16-bypass tube or 11.25° for a 32-bypass tube.
[00137] Individual cold water pipe 451 bypasses can be made of polyvinyl chloride (PVC), chlorinated polyvinyl chloride (CPVC), fiber reinforced plastic (FRP), polymer reinforced mortar (RPMP), polypropylene (PP) , polyethylene (PE), cross-linked high density polyethylene (PEX), polybutylene (PB), butadiene acrylonitrile (ABS); polyurethane, polyester, fiber reinforced polyester, nylon reinforced polyester, vinyl ester, fiber reinforced vinyl ester, concrete, ceramic, or a composite of one or more of these. Individual bypasses can be molded, extruded or pultruded using standard manufacturing techniques. In one aspect, individual bypasses are pultruded into the desired shape and form and comprise a nylon or fiber reinforced vinyl ester. Vinyl esters are available from Ashland Chemical of Covington, Kentucky.
[00138] In one aspect, offsets are bonded to adjacent offsets using a suitable adhesive. A flexible resin can be used to provide a flexible joint and uniform tube performance. In aspects of the disclosure, sidings comprising a reinforced vinyl ester are connected to adjacent sidings using a vinyl ester resin. Methacrylate adhesives can also be used, such as MA560-1 manufactured by Plexis Structural Adhesives of Danvers, Massachusetts.
[00139] Referring to Figures 7A-7C, various bypass constructions are shown in which an individual bypass 465 includes an upper limit 471, a lower limit 472, and one or more voids 475. Void 475 may be hollow, filled with water, filled with a resin, filled with an adhesive, or filled with a foam material such as syntactic foam. Syntactic foam is a matrix of resin and small glass spheres. Spheres can be hollow or solid. Void 475 can be filled to influence the buoyancy of the bypass and/or the cold water pipe 451. Figure 7A illustrates a single void 475. In one aspect, multiple voids 475 can be spaced equally along the length of the bypass, such as illustrated in Figure 7B. In one aspect, one or more voids 475 may be placed towards a tip of the bypass, for example, towards the lower limit 472, as illustrated in Figure 7C.
[00140] Referring to Figure 8, each individual offset 465 may include an upper limit 471, a lower limit 472, a first longitudinal side 491 and a second longitudinal side 492. In one aspect, the longitudinal side 491 includes a joining member, such as tongue 493. The joining member may alternatively include wafers, half-turn joins or other joining structures. The second longitudinal side 492 includes an associated mating surface, such as groove 494. In use, the first longitudinal side 491 of a first offset associates or joins with the second longitudinal side 492 of a second offset. Although not shown, joining structures, such as tongue and groove, or other structures may be used at upper limit 471 and lower limit 472 to join an offset to an adjacent offset longitudinally.
[00141] In aspects of the disclosure, the first longitudinal side may include a positive latch connection 497 for mating engagement with a second longitudinal side 492. Positive latch connections or latch connections are generally described in U.S. Pat. No. 7,131,242, incorporated herein by reference in its entirety. The entire length of pawl 493 may incorporate the positive latch or portions of pawl 493 may include the positive latch. Tongue 493 may include pressure rivets. It will be appreciated that where the pawl 493 includes a locking structure, a suitable receiving structure is provided on the second longitudinal side having groove 494.
[00142] Figure 9 illustrates an exemplary positive locking system in which the male part 970 includes the collar 972. The male part 970 mechanically engages with the receiving part 975 including the assembly of the recessed collar 977. In use, the part The male part 970 is inserted into the receiving part 975 such that the collar part 972 engages the recessed collar assembly 977, thus allowing insertion of the male part 970, but preventing its release or withdrawal.
[00143] Positive locking joints between offset parts of the offset bypass tube can be used to mechanically lock two offset parts together. Positive bypass latch joints can be used alone or in combination with resin or adhesive. In one aspect, a flexible resin is used in combination with the positive latch joint.
[00144] Figure 10 illustrates a cold water pipe 451 having a displacement deflection construction comprising multiple alternating first deflections 465 and second deflections 467 and further comprising a rolled tape 497 covering at least a portion of the outer surface of the cold water pipe 451. In aspects, the tape is continuous from the bottom 454 of the cold water tube 451 to the top 452 of the cold water tube 451. In other aspects, the tape 497 is provided only in those parts of the tube 451 that experience the Vortex shedding due to water movement through cold water pipe 451. Tape 497 provides radial and longitudinal support to cold water pipe 451. Tape 497 also prevents vibration along the cold water pipe and reduces sagging of the cold water pipe. vortex due to the current action of the ocean.
[00145] Tape 491 can have the same thickness and width as an individual cold water pipe 451 bypass or can be two, three, four or more times the thickness up to 10 times (eg 2, 3, 4, 5 , 6, 7 8, 9 or 10 times) the thickness of an individual deviation.
[00146] Tape 491 can be mounted on the outer surface of the cold water pipe so that it lies substantially flat along the outer surface. In one embodiment, the tape 491 may protrude outwardly from the outer surface of the cold water tube 451 to form a spirally wound row. In developing aspects, a fin, blade or laminated sheet may be attached to various parts of the tape or row 491. Such fins may form a helix winding around a portion of the cold water tube or winding the entire length of the cold water tube. Fins can be angled and provide the row in any number to prevent vortex conditions caused by the cold water pipe. In some aspects, the fins may protrude from the tube surface a distance between 1/32 and 1/3 of the tube diameter (eg, about 1/32 of the tube diameter, about 1/16 of the diameter of the tube, about 1/8 the diameter of the tube, about 1/7 the diameter of the tube, about 1/6 the diameter of the tube, about 1/5 the diameter of the tube, about 1/4 the diameter of the tube, and about 1/3 of the tube diameter).
[00147] Tape 491 can be of any suitable material compatible with the material of the 451 cold water multiple bypass forming tube, including: polyvinyl chloride (PVC), chlorinated polyvinyl chloride (CPVC), fiber reinforced plastic ( FRP), polymer reinforced mortar (RPMP), polypropylene (PP), polyethylene (PE), cross-linked high density polyethylene (PEX), polybutylene (PB), acrylonitrile butadiene styrene (ABS); polyurethane, polyester, fiber reinforced polyester, vinyl ester, reinforced vinyl ester, concrete, ceramic, or a composite of one or more of these. Tape 491 can be molded, extruded, or pultruded using standard manufacturing techniques. In one aspect, tape 491 is pultruded to the desired shape and shape and comprises a nylon vinyl ester or fiber reinforced similar to that used with cold water pipe 451 bypasses. Tape 491 can be joined to the cold water pipe 451 using a suitable adhesive or resin including the resins of any of the above materials.
[00148] In some aspects, tape 491 is not continuous along the length of cold water pipe 451. In some aspects, tape 491 is not continuous about the circumference of cold water pipe 451. In some aspects, tape 491 comprises vertical strips adhered to the outer surface of the cold water pipe 451. In some aspects, where radial or other structural support is required, the tape 491 may be a circumferential support member around the outer surface of the cold water pipe.
[00149] The 491 tape can be adhesively bonded or adhered to the external surface of the cold water tube using a suitable fixed adhesive. In one aspect, tape 491 can be mechanically coupled to the outer surface of cold water pipe 451 using various positive pressure latches.
[00150] Referring to Figure 11, an exemplary method of assembling a cold water tube provides efficient transport and assembly of the cold water tube 451. Vertical cylindrical tube sections are assembled by 1110 alignment of the first and second alternative diverter parts to have the desired offset as described above. The first and second bypass parts are then joined 1120 to form a cylindrical tube section. The first and second offset offsets can be joined using any of a variety of join methods. In one aspect the various displacement deflector parts are joined using a tongue and groove arrangement and a flexible adhesive. In one aspect the various first and second offset parts are joined using a mechanical positive lock. A combination of tongue and groove, locking mechanisms, and flexible adhesives can be used.
[00151] After joining 1120 the first and second bypass parts to form a cylindrical tube section having first and second offset bypass parts, a retainer strip, inflatable sleeve or other jar may be attached 1122 to the cylindrical tube section to provide support and stability to the tube section. The steps of aligning 1110 and joining 1120 of various offset portions of the first and second offset may be repeated 1124 to form any number of sections of the prefabricated cylindrical tube. It will be noted that the cylindrical pipe section can be prefabricated at the OTEC plant or remotely and then transported to the OTEC plant for further construction to form the fully assembled cold water pipe 451.
[00152] Having assembled at least two cylindrical tube sections having offset offsets, an upper and lower cylindrical tube section are joined 1126 and the offset offsets of each tube section are aligned. A flexible adhesive can be applied 1130 to the butt joint of the offset offsets of the upper and lower cylindrical tube sections. The deflections of the two pipe sections can be joined using a variety of butt end joints including deflection joinery. In one aspect, the offset offsets of the upper and lower cylindrical tube parts can be provided with union and alignment voids which in turn can be filled with a flexible adhesive.
[00153] Gaps and joints between the pipe sections or between the individual bypasses can be 1132 filled with additional flexible resin. Once the two sections of tube have been joined and resin applied where necessary, the two sections of tube are allowed to treat 1134.
[00154] The retainer strip is then removed 1136 from the lower tube section and a spirally wound row is attached thereto. The spirally wound course can be secured using adhesive bonding, mechanical bonding, e.g. positive latches, or a combination of adhesive and mechanical bonding.
[00155] In one aspect of the assembly method, after the spiral course is fixed to the lower tube section, the entire tube assembly can be alternated, for example, reduced, so that the previous lower upper tube portion becomes the new part of the lower tube, 1138. Then, a new upper section of cylindrical tube is assembled 1140 in a similar manner as described above. That is, the first and second offset parts are aligned 1142 to achieve the desired offset. The first and second bypass parts are then joined 1144 to form a new cylindrical tube section, eg new top tube section. As previously mentioned, a retainer strap, inflatable sleeve or other jar can be used to provide support and stability to the cylindrical tube section during the construction of the 451 cold water tube.
[00156] Having the new upper tube section 1144 mounted, the offset offsets of the new lower tube section and the new upper tube section are aligned and drawn together 1146. Adhesive or flexible resin is applied 1148 to the butt joints of the end as described above, eg in conjunction with diversion carpentry or with alignment and join voids. Any gaps between the new lower tube section and the new upper tube section or between either of the two bypass parts can be filled 1150 with additional flexible resin. The entire assembly can then be left to treat 1152. The retainer jar can be removed 1154 as before and the spiral course can be attached to a new lower part. As before, the entire tube assembly can be switched to provide the next section of cylindrical tube. In this way, the method can be repeated until the desired tube length is obtained.
[00157] It will be appreciated that cylindrical tube union sections having offset offsets can be realized in various ways consistent with the present disclosure. The method of joining the offset offsets provides a continuous tube without the need for bulky, heavy or interference joining hardware between the tube segments. Thus, a continuous tube having nearly uniform material properties, including flexibility and stiffness, is provided. Example:
[00158] A cold water pipe assembly is provided facilitating the on-site construction of a continuous displacement bypass pipe of approximately 914.4 meters (3000 feet). Additionally, the offset design relies on adverse shipping and handling loads traditionally experienced by segmented pipe construction. For example, the towing and lifting of traditionally constructed segmented cold water pipes imposes dangerous loads on the pipe.
[00159] Offset construction allows off-site fabrication of multiple offsets from 12.19m to 15.24m (40 to 50 ft) in length. Each offset is approximately 132.08 cm (52 inches) wide and 10.16 cm to 30.48 cm (4 to 12 inches) thick. The diversions can be shipped in piles or containers from the offshore tin and the cold water pipe can then be built into the platform of the various diversions. This eliminates the need for a separate installation to assemble the pipe sections.
[00160] The deflection parts can be constructed of a nylon reinforced vinyl ester having a modulus of elasticity between approximately 544.05 MPa (66,000 psi) and 1137.63 MPa (165,000 psi). The deflection parts can have a final strength between approximately 103.42 MPa (15,000 psi) and 310.26 MPa (45,000 psi), with a tensile strength between approximately 103.42 MPa (15,000 psi) to 310.26 MPa ( 45,000 psi). In one aspect, the deflection parts can have a modulus of elasticity of 1034.21 MPa (150,000 psi), a final force of 203.84 MPa (30,000 psi) and a production force of 203.84 MPa (30,000 psi) , so the installed CWP behaves like a hose rather than a purely rigid tube. This is advantageous in storm conditions as the pipe is more flexible and prevents cracking or breaking. In one aspect, the tube can deviate approximately two diameters from the center at the unconnected lower end. Deviation at the unconnected lower entremity must not be so good as to interfere with the mooring system of the OTEC nuclear power plant or any other subsea system involved in the plant's operations.
[00161] The cold water pipe connects to the bottom of the OTEC nuclear power plant. More specifically, the cold water pipe connects using a dynamic bearing with the bottom of the OTEC spar in Figure 3. The cold water pipe connection in OTEC applications is described in Section 4.5 of Avery & Wu, “Renovaable Energy from the Ocean , the Guide to OTEC”, Oxford University Press, 1994, incorporated herein by reference in its entirety.
[00162] One of the significant advantages of using the lintel as the platform is that doing so results in relatively small lintel-CWP ratios even in the worst 100 storm conditions of the year. In addition, the vertical and lateral forces between the lintel and the CWP are such that the downward force of the CWP's weight between the ball and its seat keeps the bearing surfaces in contact at all times. Because of the continuous contact, the bearing surfaces also act as the water seal and there is no need to install a mechanism to hold the CWP in place vertically. This helps to simplify the spherical bearing design and further reduces pressure losses that would otherwise be caused by any additional CWP pipe immobilizing structure or hardware. The lateral forces transferred through the spherical bearing are also low enough that they can be adequately accommodated without the need for vertical immobilization of the CWP.
[00163] Cold water is drawn through the cold water pipe through one or more cold water pumps and flows through one or more cold water passages or conduits to the condenser part of a multiphase OTEC nuclear power plant.
[00164] Further details of cold water pipe construction and performance are described in US Patent Application 12/691,655, (Attorney Docket No. 25667-0003001), entitled "Ocean Thermal Energy Conversion Power Plant Cold Water Pipe" , filed January 21, 2010, all content that is incorporated herein by reference. Cold water pipe connection
[00165] The connection between the cold water pipe 351 and the lintel platform 311 presents construction, maintenance and operational challenges. For example, the cold water pipe is a vertical column 609.6 meters to 1219.2 meters (2000 feet to 4000 feet) suspended in the dynamic ocean environment. The platform or boat that the cold water pipe connects to is also floating in the dynamic ocean environment. In addition, the tube is ideally connected below the waterline, and in some respects well below the waterline and close to the bottom of the boat. Fully maneuvering the assembled tube into the correct position and securing the tube to the boat or platform is a difficult task.
[00166] The cold water tube connection supports the chilled water tube suspended from the platform and withstands the static and dynamic forces between the platform and the suspended tube due to wave action, wind, vibration and underwater currents.
[00167] Various OTEC cold water pipe connections, including gimbal, ball and socket, and universal connections, are revealed in Section 4.5 of “Renovaable Energy from the Ocean, a Guide to OTEC” William Avery and Chih Wu, Oxford University Press , 1994, incorporated herein by reference. Only the gimbal connection was operationally tested and included a two-axis gimbal allowing 30° of rotation. As described in Avery and Wu, in the gimbal plane, a spherical hull formed on top of the tube. A cylindrical cap with a flat nylon and Teflon ring provided a sliding seal between the cold water in the tube and the surrounding deck structure. The gimbal connecting tube is illustrated in Figure 12.
[00168] Cold water pipe pre-connection is designed for traditional hull shapes and platforms that exhibit greater vertical displacement due to pull and wave action than lintel platforms. One of the significant advantages of using a lintel as the platform is that doing so results in relatively small rotations between the lintel itself and the CWP still in the worst 100 conditions of the year. In addition, the lateral and vertical forces between the lintel and the CWP are such that the downward force between the ball and its socket keeps the bearing surfaces in contact at all times. In aspects, the downward force between the CWP and the bearing surface of the fitting is between 0.4 g and 1.0 g.
[00169] In the embodiments, this bearing can still act as the water seal, and thus does not come out of contact with its corresponding spherical fitting, eliminating the need to install a mechanism to hold the CWP in place vertically. This helps to simplify the spherical bearing design and further reduces pressure losses that would otherwise be caused by any additional CWP pipe immobilizing structure or hardware. The lateral forces transferred through the spherical bearing are also sufficient and can be adequately accommodated without the need for vertical immobilization of the CWP.
[00170] The aspects allow vertical insertion of the cold water tube upwards through the base of the platform. This is achieved by raising the cold water pipe completely, mounted in position below the platform. This facilitates simultaneous construction of the platform and pipe as well as providing easy installation and removal of the cold water pipe for maintenance.
[00171] Referring to Figure 3, cold water pipe 351 connects the submerged part 311 of the lintel deck 310 to the cold water pipe connection 375. In one aspect the cold water pipe connects using a bearing with the part bottom of the OTEC lintel of Figure 3.
[00172] In one aspect, the cold water tube connection is provided comprising a tube ring fitted across a spherical surface to a movable tongue. The movable tongue is attached to the base of the lintel platform. Incorporating the movable tongue allows for vertical insertion and removal of the cold water tube to and from the cold water tube receiving bay.
[00173] Figure 13 illustrates an exemplary aspect in which the cold water tube connection 375 includes tube receiving bay 776 comprising bay walls 777 and detent housings 778. Receiving bay 776 further comprises receiving diameter 780, which is defined by the length of the diameter between bay walls 777. In aspects, the receiving diameter is greater than the diameter of the outer collar 781 of cold water pipe 351.
[00174] The connection of the cold water pipe 375 and the underside of the rod 311 may include structural reinforcement and support to support the weight of the cold water pipe and absorb the dynamic forces between the rod 311 and the cold water pipe 351 an instead suspended.
[00175] Referring to Figure 14, cold water pipe connection 375 includes retainer housing 778 and movable pawl 840, which is mechanically coupled to retainer housing 778 to allow movement of retainer 840 from a first position to a second position. In a first position, movable pawl 840 is housed within the retainer housing 778 so that the retainer 840 does not protrude inwardly towards the center of the receiving bay 776 and remains outside the receiving diameter 780. In the first position, the end portion The top 385 of the cold water tube 351 can be inserted into the tube receiving bay 776 without interference from the movable catch 840. In an alternate aspect, movable pawl 840 can be housed in a first position so that in aspect the movable pawl 840 protrudes inwardly towards the center of the receiving bay 776 passing through the diameter of the outer collar 781. In another aspect, movable pawl 840 in a first position does not interfere with the vertical movement of the cold water tube 351 through the receiving bay 776.
[00176] In a second position, movable pawl 840 extends beyond retainer housing 778 and protrudes inwardly toward the center of receiving bay 776. In the second position, movable pawl 840 extends inwardly past the diameter of outer collar 781. Moving pawl 840 can be adjusted or moved from the first position to a second position using hydraulic actuators, pneumatic actuators, mechanical actuators, electric actuators, electromechanical actuators, or a combination thereof.
[00177] Movable pawl 840 includes a partial spherical or arcuate bearing surface 842. Arcuate bearing surface 842 is configured to provide dynamic bearing to the bearing collar of cold water tube 848 when movable pawl 840 is in the second position.
[00178] The 842 cold water tube bearing collar includes a collar bearing surface 849. Arched bearing surface 842 and collar bearing surface 849 can be cooperatively mated to provide a dynamic bearing to support the suspended weight of cold water pipe 351. Additionally, arcuate bearing surface 842 and collar bearing surface 849 are cooperatively mated to explain relative movement between cold water pipe 351 and platform 310 without disengaging cold water pipe 351 Arched bearing surface 842 and collar bearing surface 849 are cooperatively mated to provide a dynamic seal so that relatively warm water cannot enter and cold water cannot exit the receiving bay of tube 776 and finally the inlet of cold water 350 once the cold water pipe 351 is connected to the platform 310 through the connection of the cold water pipe 375. Once the pipe 351 is suspended, cold water is drawn through the cold water pipe through one or more cold water pumps and flows through one or more cold water passages or conduits to the condenser portion of a multiphase OTEC nuclear power plant.
[00179] The arcuate bearing surface 842 and the collar bearing surface 849 can be treated with a coating such as a Teflon coating to prevent galvanic interaction between the two surfaces. Alternatively, materials can be selected so that galvanic interaction will take place. For example, one material might be fiber reinforced plastic and another might be steel.
[00180] It will be noted that any combination of a bearing surface and a movable pawl or pinion for connecting the cold water tube to the floating platform are contemplated in the claims and disclosure herein. For example, in aspects, the arcuate running surface can be positioned above the movable pawl, the arcuate running surface can be positioned on the side of the movable pawl, or even below the movable pawl. In aspects, the movable tongue can be integral with the bottom of the floating platform as described above. In other respects the movable tongue may be integral with the cold water pipe.
[00181] Figure 15 illustrates an exemplary method of attaching a cold water pipe to a floating platform, and more specifically an OTEC floating platform. The method includes rigging lower guidelines and nets from the platform to the fully assembled cold water pipe. The cold water tube is then lowered under the platform and aligned to the proper position. The cold water tube is then lifted into the tube receiving bay, the movable tongues or pinions are extended and the tube is fitted to the arcuate bearing surface.
[00182] More specifically, guide wires are attached 910 to the fully assembled cold water tube 351. In an exemplary embodiment, the cold water tube 351 may include one or more inflatable sleeves to provide buoyancy during construction, movement, and lifting of the cold water tube. After the guide wires are attached 910 to the cold water tube, one or more inflatable gloves can be deflated 915 so that the cold water tube is negatively buoyant. In one embodiment, the cold water tube may also include the weight of the bundle of wires or other ballast system that may be partially or completely filled with water or other ballast material to provide buoyancy to the cold water tube.
[00183] The cold water tube is then lowered 920 to a position below the cold water tube connection 375 of the floating OTEC platform 310. The ballast can again be adjusted. The guide wires are adjusted 925 to the proper position in the cold water pipe below the cold water pipe connection 375 and alignment can be checked and confirmed 930 through video, remote sensors and other means. The cold water tube assembly is then lifted 935 into position so that the cold water tube bearing collar 848 is above the movable tongues 840 of the cold water tube assembly fitting. Lifting the cold water tube at the cold water tube connection can be done using guide wires, inflatable gloves, detachable balloons or a combination thereof.
[00184] After the cold water pipe is raised 935 at the cold water pipe connection, the movable tongues are extended 940 to provide a dynamic bearing surface for the cold water pipe. The cold water tube is then lowered by adjusting the guide wires, deflating the inflatable gloves or detachable balloons, or adjusting the weight of the bundle of wires or other ballasting system. A combination of these can also be used.
[00185] It will be noted that guide wires, inflation lines, ballast lines and the like should remain unobstructed from each other during the movement of the cold water pipe. Furthermore, the movement of the cold water pipe should not interfere with the OTEC platform's anchorage system.
[00186] In another aspect of the disclosure, a static connection can be made between the cold water tube and the lintel structure. In such aspects, the forces between the tube and the lintel can be explained by varying the flexibility of the tube near the top of the tube. By allowing movement of the lower and middle parts of the cold water pipe, the need for a dynamic pipe connection is reduced or completely avoided. Avoiding the need for a gimbal connection removes costly moving parts and simplifies the fabrication of both the lintel and cold water pipe bottoms
[00187] Referring to Figure 16, cold water pipe 1651 is connected to the underside of rod 1611 without the use of the dynamic bearings described above. The tops of the 1651 cold water pipe - which are those parts at and adjacent below the connection point and the bottom of the lintel 1611 - are reinforced to provide a relatively inflexible top 1651A of the cold water pipe. Below the stiff upper part, the relatively flexible middle part 1651B is provided. Below the flexible middle portion 1651B is a moderately flexible lower portion 1651C, which may comprise the larger portion of the cold water pipe assembly. A weight from the bundle of wires or ballasting system may be secure on the base or elsewhere on the 1651C bottom.
[00188] As illustrated, the flexible middle part 1651B allows cold water pipe deflection outside the cold water pipe suspension line. The amount of deviation can be between 0.25 degrees and 30 degrees, depending on the length and diameter of the cold water pipe suspended from the 1011 lintel.
[00189] Referring to Figure 17, an exemplary embodiment of the static cold water pipe - lintel connection is detailed. The lower portion of rod 1611 includes receiving bay 1713 for receiving the upper portion 1651A of the 1651 cold water pipe. The receiving bay 1713 includes the pointed portion 1714 and 1715 contact pads. Upper portion 1651A of the 1651 cold water pipe includes collar 1755 with the 1756 pointed collar surface and 1775 lifting brackets. 1651 cold water pipe is connected to 1611 rod, 1777 lifting and retaining cables, which are secured to the cold water pipe in 1775 lifting eyes. 1777 cables are attached to inches bolts (not shown) housed in the underside of the 1711 lintel.
[00190] In an exemplary method of connecting the cold water pipe to the lintel platform, the fully fabricated cold water pipe is lowered to a point just below the lintel platform. 1777 Lift and Retention Cables are attached to 1775 Lift Brackets by remotely operated vehicles. Voltage is interrupted in the cables using mechanical inches housed in the underside of the 1611 spar. As the top 1651A of the 1651 cold water pipe enters the receiving bay 1713, it is guided to the proper position by the pointed portion 1714 until a watertight connection is made between 1756 pointed collar surface and 1715 contact pads. Upon proper positioning and sealing of the cold water tube in the receiving bay, the 1777 cables are mechanically locked to prevent downward movement of the 1651 cold water tube. between the 1756 pointed collar surface and the 1715 contact pads must be sufficient to overcome any hydrostatic forces existing at the depth of the cold water pipe connection. For example, at a depth of 131.67 meters (432 feet), the hydrostatic pressure at the cold water pipe connection is 1.32 MPa (192 pounds per square inch). The upward force exerted on the connecting pad can be transmitted by the lifting cables, the buoyancy of the cold water pipe, or a combination of both.
[00191] It will be noted that the number of 1777 lifting cables and corresponding 1775 lifting brackets is dependent on the size, weight and buoyancy of the 1651 cold water pipe. In some aspects, 1651 cold water pipe may be positively, neutrally or negatively floating. The number of lifting ropes 1777 and corresponding lifting brackets 1775 is also dependent on any ballast associated with the cold water tube as well as the weight and buoyancy of the bundle of wires attached to the cold water tube. In the disclosure aspects, 2, 3, 4, 5, 6, or more lifting and holding ropes may be used.
[00192] In addition, in aspects of the disclosure, 1775 lifting brackets may comprise eyebolts bolted directly to the top of the cold water pipe using known attachment and connection techniques. For example, barrel sockets, hex socket, keys and the like can be incorporated into the top of the bypass cold water pipe.
[00193] In other aspects, a lifting collar may be fitted to the top of the cold water pipe, the lifting collar comprising collar surface 1756 and lifting eye 1775. The lifting collar may be of the same material or material different from the cold water pipe. The lifting collar, when attached to the cold water pipe, can increase the rigidity of the cold water pipe more than the rigidity associated with the 1651A top. Figure 18 is an illustration of a riser collar 1775 mounted to the bypassed cold water pipe 1651. The riser collar may be mechanically, chemically, or thermally bonded to the top 1651A of the cold water pipe. For example, the same bonding resin to connect individual cold water pipe deflection members can be used to connect the lifting collar to the cold water pipe. Connection Platform and Full Input:
[00194] It will be noted that the platform/cold water pipe (CWP) connections represent a critical aspect of any OTEC system. Minor failures at this interface can result in thermal contamination of the cold water supply to the OTEC heat engine having an adverse impact on the overall efficiency of the nuclear power plant. Major failures can result in damage to the bottom of the boat, damage to the top of the cold water tube, and finally separation and loss of the cold water tube. As discussed above, normally the platform/CWP connection supports the CWP and allows for relative angular movement (pitch, roll and yaw) between the platform and the CWP. This relieves any stress build-up when the platform or CWP moves at a specific angle relative to each other. Socket gimble or ball designs can accommodate relative angular movement. Linear movement between the CWP and the platform, such as vertical movement, wobble and ripple, can also be represented with motion compensating mechanisms such as dampers, wire breakers and the like.
[00195] In modalities using the lintel platform, linear movement is largely compensated for by the hull shape, resulting in only small movements of this type when encountering wind, current, waves and bumps. Angular motion is accommodated by incorporating a flexible CWP designed to flex when subjected to displacement forces.
[00196] Referring to Figure 19, a representative deck plan of an exemplary lintel platform is presented in which the total depth of the underwater 2011 of lintel 2010 from the waterline to the underside of the lintel it is 131.67 meters (432 feet). The maximum diameter of the 2012 spar is 42.67 meters (140 feet) and the smallest diameter of the 2013 column is approximately 32,004 meters (105 feet).
[00197] The 2011 underwater part of the 2010 lintel comprises: the lower part of a 2040 utility module support column, a heated water multiple deck part comprising a heated water inlet deck 2042, a room of the heated water pump 2041, a heated water distribution deck 2043, evaporator decks 2044, and heated water discharge plenum 2046; a power generation part comprising one or more 2055 turbo generator decks; a portion of the multiple cold water deck comprising a cold water discharge plenum 2049, condenser deck 2048, cold water distribution deck 2050, cold water pump room 2051, and cold water inlet deck 2052; and the fixed ballast part 2055.
[00198] The exemplary 2010 lintel deck plan includes 2040 utility support column having a height of approximately 27.43 m (90 ft).
[00199] Below the 2040 utility support column is the 2042 heated water inlet deck having a height of approximately 10 feet. Below the heated water inlet deck 2042 is the heated water pump room 2041, having a height of approximately 30 feet, and below the heated water pump room 2041 is the heated water distribution deck 2043, having a height approximately 1.82 meter (6 feet). Evaporator decks 2044, having a height of approximately 60 feet, are below the heated water distribution deck 2043. The heated water discharge deck 2046, having a height of approximately 10 feet, is below the evaporate portion 2044.
[00200] Multiple turbo generator decks 2055 are below heated water discharge deck 2046. Each turbo generator deck can have a height of approximately 9.14 meters (30 feet).
[00201] The 2049 cold water discharge deck is below the generator multiple decks and has a height of approximately 10 feet. The 2048 condenser deck, having a height of approximately 60 feet, is below the cold water discharge deck 2049. And the 2050 cold water distribution plenum, having a height of approximately 1.82 meters (6 feet), is below of condenser deck 2048. Cold water pump room 2051, having a height of approximately 9.14 meters (30 feet) is below the cold water distribution deck 2050. Deck 2052 cold water inlet, having a height of approximately 10 feet, is below the 2051 cold water pump room.
[00202] Referring to Figure 20, the cold water pump room 2051 includes one or more cold water pumps 2076 and cold water conduits. During operation, cold water is withdrawn through one or more cold water pumps 2076 from the cold water inlet deck 2052 and flows to one or more cold water passages or conduits on the cold water distribution deck 2050 and over the capacitors of a multiphase OTEC nuclear power plant.
[00203] The lower part of the lintel includes the fixed ballast portion 2055 and may have a height of between 6.10 and 21.34 meters (20 and 70 feet), and in the example of Figure 20A, it may have a height of approximately 15 .24 meters (50 feet).
[00204] It will be noted that each of the decks described above may have varying heights depending on the structural and functional requirements of the machinery, water supply and required deck engineering. For example, a nuclear plant having a lower total energy output needs less water flow, fewer heat exchangers, and fewer turbo generators than higher capacity nuclear plants. As such, deck sizes, diameters and heights can vary with the size of the lintel and nuclear power plant.
[00205] Figures 21A, 21B, and 21C show a plan view, perspective view, and perspective section, respectively, of a typical heat exchanger arrangement found on either evaporator deck 2044 or condenser deck 2048. As shown Access joints 2105 are provided in the central core portion 2107. Exhaust joints 2106 are also provided in the central core portion 2107. Multiple heat exchangers 2111 can be arranged around the periphery of the central core 2107. Heat exchangers 2111 they can be accessed from both 2105 access joints. Details of the heat exchangers contemplated in the embodiments herein are described in co-pending US Patent Application No. 13/209,865 (Attorney Docket No. 25667-009001 ) entitled Nuclear Thermal Energy Conversion Plant and US Patent Application No. 13/209,944 (Attorney Docket No. 25667-014001) entitled Heat Transfer Between Fluids, filed simultaneously with the present application and incorporated herein by reference in its entirety.
[00206] Figure 22A shows an exemplary 2010 lintel having an alternating lower portion including a 2252 domed cold water inlet. Figure 22B is a detailed deck plan of the underside of the 2010 lintel of Figure 22A, including cold water discharge deck 2049, condenser deck 2048, cold water distribution deck 2050, cold water pump room 2051, cold water inlet 2252 and fixed ballast 2055. Access joints 2105, shown in dotted lines to indicate a hidden view, extending through of the central core 2107 and in the cold water pump room 2051.
[00207] In the embodiment of Figures 22A-22D, cold water inlet deck 2252 is arranged on the same level or deck as cold water pump room 2051. Cold water inlet 2252 is located centrally within the diameter of the bottom of lintel 2010 and is surrounded by cold water pump room 2051. Cold water inlet 2252 forms the terminal and connection point for cold water pipe 2070. Cold water inlet 2252 extends upwards into pump room. 2252 cold water in the form of a rounded inlet space or chamber.
[00208] The rounded entry chamber can provide the following advantages: reduction in structural extensions; reduction in total lintel length, providing an efficient water flow path from the CWP, through piping and valves, through pumps and onwards to condensers; provide sufficient access for maintenance personnel; provide a means to remove equipment for repair or replacement through access joints; provide protection against hydrostatic pressure from the sea; provide a means to efficiently lock the CWP to the lintel base for normal OTEC operation and unlock the CWP for removal; and provide a double waterproof valve limit in compartments connected to the sea.
Given the large diameter of the lintel structure and the significant depth compared to prior art OTEC structures, the internally integrated dome-shaped inlet chamber of the modality depicted in Figures 22A-22D overcomes the multifaceted problems in the lintel base including hydrostatic pressure of seawater against the deepest part of the lintel, acting inwardly on the curved hull plant and upward on the underside of the surfaces, as well as on large structural extensions, specifically across the lintel diameter. The problems create structural, layout and engineering challenges in this support structure, with the accompanying weight and space consumption required in the deepest parts of the lintel to overcome hydrostatic forces.
[00210] Without claiming to be bound by theory, the domed shape of the 2252 cold water inlet located at the end of the cold water pipe alleviates the hydrostatic forces acting on the underside of the 2010 spar. A Finite Element Structural Analysis (FEA) was conducted in the present mode of the entire lintel structure to ensure that the design was satisfactory. An additional FEA was conducted to verify that the lower deck structure subjected to most of the hydrostatic pressure of the environment upwards from the sea, could best be done as a domed structure in which the plant would be placed in tension, avoiding thus the possibility of deformation failure. Results showed that there are no design advantages for the parabolic structure. It will be noted, however, that spans crossing the girder diameter are large, and would normally require an excessively heavy and complex full web beam structure. To overcome this, cold water inlet plenum 2252 includes a short cylinder portion 2273 bordered with a 2274 hemispherical or domed shaped end or cap.
[00211] This domed structure proves to be structurally efficient. The cylinder is relatively small in diameter and of modest length, and thus forms an efficient structural design. In addition, the cylinder provides reinforced support for the deck structure at its top and base. The extension problem has been largely reduced while maintaining excellent water flow and watertight integrity.
[00212] There are relevant structural advantages of a round entry structure (see Figures 22a-22D) over a large smooth entry full deck (see Figures 20A and 20B). Due to the large hydrostatic pressures acting on the smooth entry full deck, this design requires a very heavy and complex structure to withstand these pressures. However, the rounded inlet combines spherical and cylindrical shapes that are highly resistant to the forces applied by pressure loads. Thus, the rounded inlet better withstands hydrostatic pressures and offers a lower weight and less complex structural solution for the same purpose.
[00213] In addition, the rounded inlet is sized to match the diameter of the cold water pipe rather than the lintel. Thus, hydrostatic pressure is applied to a much smaller area. In a complementary effect, the stiffness of a structural member follows an inverse function of the cube energy of the unsupported length of the structural member. The strength of the structural member follows an inverse function of the square of the unsupported length of the structural member. For both structural attributes, it is beneficial to design structural members with a small unsupported length. The smooth entry full deck has an overall diameter of approximately 100-ft. In contrast, the modified round inlet design has a diameter of approximately 7.31 meters (24 feet). The quadruple reduction in unsupported length will lead to a 16-fold increase in strength and a 64-fold increase in stiffness for a comparable structure. Therefore, the structural design for the round entry is substantially simpler and lighter, and has much less structural galvanizing and significantly fewer structural strengthening members.
[00214] In addition, to overcome the challenge of pressures and required structure, the rounded inlet solution of the present modality also structurally reduces isolated points where there are relatively high forces or stresses, or uneven distribution of loads in the structure due to angles and/or structural joints. The rounded inlet solution present in this mode also allows dry access to the pump room and cold water inlet connections thus facilitating maintenance and inspection of machinery including, but not limited to, pumps, valves, valve actuators, sensors and the system lifting and holding cold water.
[00215] The rounded inlet solution of the present embodiment also facilitates the regular distribution of cold water from the cold water pipe (CWP), up to the cold water distribution deck 2051 and condensers on the condenser deck 2050.
[00216] In fact, the round inlet solution addresses technical issues associated with the base of the OTEC lintel including structure, cold water management, installation and retention of the cold water pipe (CWP); waterproof insulation; and equipment access.
[00217] The centrally located rounded inlet structure withstands hydrostatic and other environmental forces, provides support for the equipment, and maintains the watertight integrity of occupied spaces within the lintel. Structural continuity and load distribution are maintained through aligned and approximately aligned decks, bulkheads, cylindrical structure, and connecting structure, from the condenser chambers on condenser deck 2048, down through the cold water distribution deck 2050, to the cold water pump room 2051.
[00218] As shown in Figures 22A and 22D, the rounded inlet solution also facilitates improved management of cold water flow. Cold water fed from top of CWP 2270 into 2252 domed cold water inlet plenum, 2276 piped cold water pumps through 2275 cold water pump supply pipes, discharged through cold water pump discharge pipes 2277 in distribution cavities within the 2050 cold water distribution deck and upwards in the condenser heat exchangers on the 2048 condenser deck. Double valve isolation is provided at the pump inlet and outlet using 2278 isolation valves, allowing isolation of the pumps, internal valves, and condenser compartment. Valves are located in accessible dry spaces to allow monitoring and maintenance. Structure, piping and valves (primary and reserve) isolate the accessible spaces of the lintel from the hydrostatic pressures of the ocean.
[00219] Centrally locating the 2052 rounded inlet allows access to the equipment in the pump room (pumps, motors, isolation valves, reserve isolation valves, actuators, and sensors) through two vertical access joints to the 2105 equipment. from pump room 2051, access is further provided through CWP 2280 lock compartments for inspection and maintenance of the spherical lock ring that secures the CWP to the lintel base, as further described below.
[00220] In exemplary embodiments that incorporate a rounded entry chamber, the lintel base is formed and reinforced to help guide the CWP into the cone-shaped recess for a secure fit. The CWP is placed in place by cables attached to inches in the cold water pump room. Once the CWP is securely in place, a set of ball locks or mechanical bars engage or nail the CWP to hold the CWP permanently until the locks or bars are removed. If it is desired to remove the CWP, the bars or pins can be uncoupled and the CWP can be winched down. The ability to remove CWP is an improvement over prior art OTEC installations, especially those incorporating CWP gimbal or ball and socket connections.
[00221] Figure 22D illustrates the cold water distribution deck 2051 with the cold water pumps removed, showing the installation winches 2210 that are used as discussed in detail below.
[00222] Figure 22E illustrates a schematic diagram and piping layout of the cold water system of an exemplary OTEC nuclear power plant. As discussed above, the OTEC nuclear power plant includes several 2276 cold water pumps that pump water from a round inlet 2252 through the various heat exchangers 2211, and finally through one or more cold water discharge 2249. As shown, several valves 2278 insulation holes are included to properly open and close the flow of cold water through the entire cold water system. In exemplary mode, the system has four channels that can be operated independently of each other in the event that equipment (eg, piping, valves, or heat exchangers) in a particular channel fails, the isolation valves for that particular channel may fail. closed to prevent damage to the entire system.
[00223] Figure 23 illustrates an exemplary embodiment in which the installation winches 2310 are rotated in the cold water pump room tube 2351. The installation cables 2312 through the pump room deck and/or the lower part of the pump room. 2355 fixed ballast using hull fittings. The waterproof seal for penetration of the hoist rope hull can be obtained in different ways for initial operation and subsequent operation. For installation, the jacketed lifting cables can be sealed to a dedicated 2530 brush tube by the packing type seal located at the bottom of the 2051 dry pump room.
[00224] In operation and with reference to Figure 25, the installation and lifting cables secure the 2320 riser bracket to the top of the 2270 cold water pipe. As the top of the CWP is fitted to the lintel receiving bay, the riser brackets 2320 cylindricals are fitted into 2322 housings at the top of the receiving bay. The tops of the lift bracket 2320 match a surface seal 2524 or other gasket on top of the housings 2322. The sides of the cylindrical notches 2320 match the two radial seals 2526 on the circumference of the housing. Thus, the permanent waterproof seal has triple redundancy. Sealing materials can include PTFE or other soft plastic that does not degrade in the marine environment. After the installation of the CWP and lift bracket 2320 is properly sealed in their 2322 housings, the dedicated lift cable brush tube 2312 can be dried or filled with oil to prevent corrosion and bonding of the cable or cable system.
[00225] In embodiments, a positive locking system is still preferred to mechanically engage the top of the CWP and prevent vertical movement of the CWP with respect to the lintel. Referring to Figure 22B, the locking system can be supplied in the CWP 2280 locking compartment. These compartments can be dry or with wet spaces.
[00226] Figure 24 illustrates an exemplary embodiment of the CWP 2410 locking system including the CWP 2280 locking housing, motor driver 2415, extension cylinder 2417, waterproof limit and pass-hull connection 2418, CWP coupling ball 2420, wall CWP 2425 receiving bay, 2426 lintel socket plate, and CWP 2430 spherical housing plates.
[00227] The locking system secures the CWP to the platform base. After the CWP is pulled into place using the cable lift and retention system, the active locking system and the CWP connectors are engaged to provide the structural interface and fastening mechanism between the CWP and the platform.
[00228] The connection of the CWP to the platform frame is a linear plug and socket connection. The size of the cold water pipe makes tolerances for increasing the CWP in the lintel receiving bay and connecting locking pins around the pipe difficult. Thus, the modes use a coupling ball and receiving plate to allow for greater tolerances for CWP engagement. This still provides the necessary axial tension of the connection and a security in radial orientation that can be achieved with the desired generous tolerances.
[00229] The connection comprises Bal-Lok radial connectors comprising, for example, a large 2420 stainless steel concave connector sphere that fits into a pair of plates, one fastened to the top of the CWP, 2430 and the other fastened to the lintel, 2420 .
[00230] This type of connector is a modification of a spherical connection used in the Joint Modular Lighter System (JMLS) developed by the US Army and Navy. The connector can be scaled to various voltages depending on load requirements. In the JMLS configuration, utilizing a 25.4 cm (10 inch) ball, the connectors were tested to sustain a cutting load of 181.43 tons (400,000 lb).
[00231] The exemplary embodiments of the OTEC CWP connection system described here utilize 24 connectors circumferentially arranged around the lintel in the CWP 2280 locking housing, and would sustain a final axial load above 4,250 lt.
[00232] Ball connection system modalities have disadvantages over traditional pin connections. The ball does not tend to catch in place due to corrosion or deformation, like a can with a cutter pin. This facilitates remote triggering during CWP installation and remote unlocking if the CWP needs to be lowered or removed.
[00233] Figure 26 illustrates an exemplary embodiment in which the bypassed cold water pipe 2270 is constructed as described herein and further includes a top 2250 having a circumferential steel frame 2252 embedded in the synthetic material of the CWP. The circumferential steel frame 2252 can be a continuous piece of metal or a series of interlocking pieces of metal. Alternatively, circumferential steel frame 2252 may include a plurality of equally spaced steel plates 2253.
[00234] The 2252 circumferential steel frame provides radial rigidity to the 2250 top of the CWP 2270. Additionally, the 2320 lift brackets can be anchored or otherwise secured to the 2252 recessed steel frame to ensure correct tension force between the lift bracket and the CWP. In addition, the 2252 circumferential steel frame provides an attachment point for the CWP 2430 ball housing plates used in the locking system.
[00235] The offshore structure, cold water pipe and water pipe elevation and connection system described here can be used in an OTEC system. OTEC systems including an OTEC heat engine are described in U.S. Patent Application 13/011,619 (Attorney Docket No. 25667-0005001), incorporated herein in its entirety.
[00236] It will be noted that the cold water pipe and connection system of the present invention can be used in other industrial processes other than OTEC.
[00237] All references mentioned herein are incorporated by reference in their entirety.
[00238] Other modalities are within the scope and the following claims.

权利要求:
Claims (13)
[0001]
1. Offshore structure for use with an Ocean Thermal Energy Conversion system characterized in that it comprises: a submerged spar (2010) having a bottom (1611) comprising; a cold water inlet (2252) comprising a dome end in fluid communication with a cold water pipe (1651, 2070, 2270); a dry machinery space comprising one or more water supply pumps and one or more cold water pipe lifting and holding winches having lifting cable connected to the cold water pipe; where the cold water inlet (2252) occupies the central space of the machinery's dry space.
[0002]
2. Offshore structure according to claim 1, characterized by the fact that the cold water inlet (2252) has a deck area of at least 10 percent of the entire deck area of the machinery space.
[0003]
3. Offshore structure, according to claim 1, characterized by the fact that the one or more cold water supply pumps contained in the dry machinery space are in fluid communication with the cold water inlet and in communication of fluid with a cold water distribution plenum that supplies cold water to one or more OTEC condensers.
[0004]
4. Offshore structure, according to claim 1, characterized by the fact that the lifting cable (1777) penetrates a spar hull through a dedicated brush tube (2530).
[0005]
5. Offshore structure, according to claim 1, characterized in that it further comprises a lifting support housing located below the cold water inlet (2252) and in which the lifting cable is connected to a lifting support. lifting on an upper part of the cold water pipe (1651, 2070, 2270), the lift bracket adapted to engage and seal within the lift bracket housing.
[0006]
6. Offshore structure, according to claim 5, characterized in that the lift support housing further comprises an impermeable surface seal and one or more impermeable circumferential seals.
[0007]
7. Offshore structure, according to claim 1, characterized in that it further comprises a spherical locking system comprising: two or more compartments arranged below the cold water inlet (2252) and adapted to allow an upper part of the cold water tube (1651, 2070, 2270) fit between the two or more lock compartments; a drive motor and piston, the piston passing through a watertight seal; and a ball lock on the inner end of the piston.
[0008]
8. Offshore structure, according to claim 7, characterized by the fact that the ball lock is adapted to engage with a coupling surface on the cold water pipe (1651, 2070, 2270) under activation of the piston.
[0009]
9. Offshore structure, according to claim 7, characterized by the fact that the ball lock is reversibly engageable with the coupling surface of the cold water pipe (1651, 2070, 2270).
[0010]
10. Offshore structure, according to claim 7, characterized in that the two or more spherical locks engage with a coupling surface on the cold water pipe (1651, 2070, 2270) and prevent vertical or lateral movement of the cold water pipe (1651, 2070, 2270) with respect to the offshore structure.
[0011]
11. Method for connecting a cold water pipe to an offshore OTEC structure, the method characterized in that it comprises: passing one or more lifting cables (1777) from a dry space of machinery through the submerged bottom of an offshore structure through a dedicated hull pass brush tube (2530); connecting one or more lifting cables (1777) to one or more lifting brackets on top of the cold water pipe (1651, 2070, 2270); and retracting the lifting cables so that the cold water pipe (1651, 2070, 2270) enters an offshore structure cold water pipe receiving bay that extends upward in a central portion of the dry machinery space to a the dished terminal and the one or more lift supports fit within one or more lift support housings to provide a watertight seal over the hull pass through which one or more lift cables have passed.
[0012]
12. Method according to claim 11, characterized in that it further comprises drying the interior of the brush tube (2530) to prevent corrosion of the lifting wire after the lifting wire (1777) is retracted and the lift supports be fitted to the lift support housings.
[0013]
13. Method according to claim 11, characterized in that it further comprises: extending one or more spherical latches of the offshore structure to engage a coupling surface on the cold water pipe (1651, 2070, 2270) and to prevent the vertical or horizontal movement of the cold water pipe with respect to the offshore structure.

类似技术:

---

公开号 | 公开日 | 专利标题

---

BR112014003495B1|2021-04-20|offshore structure for use with an ocean thermal energy conversion system and method for connecting a cold water pipe to an offshore otec structure

---

US20210231110A1|2021-07-29|Ocean Thermal Energy Conversion Power Plant

---

US20170306933A1|2017-10-26|Ocean Thermal Energy Conversion Power Plant

---

CN105464915B|2018-08-17|Ocean thermal energy conversion power plant

同族专利:

---

公开号 | 公开日

---

BR112014003495A2|2017-03-01|

---

JP2017075614A|2017-04-20|

---

US20130042613A1|2013-02-21|

---

EP2758663B1|2017-06-21|

---

CN107201995A|2017-09-26|

---

EP2758663A2|2014-07-30|

---

WO2013025807A3|2013-04-11|

---

US20160025076A1|2016-01-28|

---

WO2013025807A2|2013-02-21|

---

EP3269977B1|2019-03-20|

---

EP2758663A4|2015-07-29|

---

US9151279B2|2015-10-06|

---

JP6149036B2|2017-06-14|

---

JP2014526014A|2014-10-02|

---

KR101970230B1|2019-08-13|

---

US9909571B2|2018-03-06|

---

EP3269977A1|2018-01-17|

---

CN103874853A|2014-06-18|

---

CN103874853B|2016-11-23|

---

KR20140050105A|2014-04-28|

引用文献:

---

公开号 | 申请日 | 公开日 | 申请人 | 专利标题

---

---

US2038172A|1935-09-14|1936-04-21|Christopher J Haley|Wooden pipe joint|

---

US2263182A|1940-01-30|1941-11-18|Macpherson Harold Nolan|Wood stave pipe|

---

US2648217A|1950-07-13|1953-08-11|Glenn V Gladville|Silo construction|

---

US2827774A|1955-03-10|1958-03-25|Avco Mfg Corp|Integral evaporator and accumulator and method of operating the same|

---

US2900175A|1958-03-28|1959-08-18|Tranter Mfg Inc|Plate heat exchange unit|

---

US3095014A|1958-07-02|1963-06-25|Conch Int Methane Ltd|Stave secured sectional insulated conduit|

---

US3368614A|1963-06-24|1968-02-13|Olin Mathieson|Heat exchanger|

---

US3246689A|1963-12-23|1966-04-19|Johns Manville|Heating or cooling wall panels|

---

US3312056A|1964-03-09|1967-04-04|Lagelbauer Ernest|Super temperature dual flow turbine system|

---

US3502141A|1965-12-23|1970-03-24|Nasa|Method of improving heat transfer characteristics in a nucleate boiling process|

---

US3524476A|1967-09-28|1970-08-18|Us Navy|Pipe wall shear damping treatment|

---

US3538955A|1967-10-16|1970-11-10|James H Anderson|Suspended submarine pipe construction|

---

US3558439A|1967-12-28|1971-01-26|James H Anderson|Water desalting process and apparatus|

---

US3599589A|1967-12-29|1971-08-17|Mc Donnell Douglas Corp|Earthquake-resistant nuclear reactor station|

---

US3837308A|1971-05-24|1974-09-24|Sanders Associates Inc|Floating power plant|

---

US3805515A|1971-06-11|1974-04-23|Univ Carnegie Mellon|Modularized sea power electrical generator plant|

---

US3795103A|1971-09-30|1974-03-05|J Anderson|Dual fluid cycle|

---

US4036286A|1972-11-02|1977-07-19|Mcdonnell Douglas Corporation|Permafrost stabilizing heat pipe assembly|

---

US4002200A|1972-12-07|1977-01-11|Dean Products, Inc.|Extended fin heat exchanger panel|

---

JPS551479Y2|1974-08-14|1980-01-17|

---

DE2518683C3|1975-04-26|1981-04-09|4P Verpackungen Gmbh, 8960 Kempten|Heat exchanger made from two aluminum sheets connected to one another|

---

US4006619A|1975-08-07|1977-02-08|James Hilbert Anderson|Tube expander utilizing hydraulically actuated pistons|

---

US4265301A|1976-04-06|1981-05-05|Anderson James H|Heat exchanger support construction|

---

US4014279A|1976-04-28|1977-03-29|Trw Inc.|Dynamic positioning system for a vessel containing an ocean thermal energy conversion system|

---

US4048943A|1976-05-27|1977-09-20|Exxon Production Research Company|Arctic caisson|

---

US4030301A|1976-06-24|1977-06-21|Sea Solar Power, Inc.|Pump starting system for sea thermal power plant|

---

US4179781A|1976-07-26|1979-12-25|Karen L. Beckmann|Method for forming a heat exchanger core|

---

US4131159A|1976-07-26|1978-12-26|Karen L. Beckmann|Heat exchanger|

---

US4055145A|1976-09-29|1977-10-25|David Mager|System and method of ocean thermal energy conversion and mariculture|

---

US4087975A|1977-03-29|1978-05-09|The United States Of America As Represented By The Administrator Of The National Aeronautics And Space Administration|Ocean thermal plant|

---

US4209061A|1977-06-02|1980-06-24|Energy Dynamics, Inc.|Heat exchanger|

---

US4139054A|1977-10-28|1979-02-13|Sea Solar Power|Plate-fin heat exchanger|

---

JPS5532896Y2|1977-11-18|1980-08-05|

---

IT1092995B|1978-03-03|1985-07-12|Tecnomare Spa|FLEXIBLE DUCT WITH COMPOSITE STRUCTURE FOR THE SUCK OF LARGE QUANTITIES OF SEA WATER FROM HIGH DEPTHS|

---

US4358225A|1978-05-02|1982-11-09|Hollandsche Beton Groep N.V.|Deep ocean conduit|

---

US4753554A|1978-07-28|1988-06-28|Westinghouse Electric Corp.|Submerged flexible piping system with neutral buoyancy|

---

US4210820A|1978-08-17|1980-07-01|The United States Of America As Represented By The United States Department Of Energy|Open cycle ocean thermal energy conversion system structure|

---

US4210819A|1978-08-17|1980-07-01|The United States Of America As Represented By The United States Department Of Energy|Open cycle ocean thermal energy conversion steam control and bypass system|

---

US4234269A|1978-08-21|1980-11-18|Global Marine, Inc.|Deployment, release and recovery of ocean riser pipes|

---

US4231312A|1978-08-21|1980-11-04|Global Marine, Inc.|Flexible ocean upwelling pipe|

---

US4281614A|1978-08-21|1981-08-04|Global Marine, Inc.|Connection of the upper end of an ocean upwelling pipe to a floating structure|

---

US4209991A|1978-09-19|1980-07-01|Sea Solar Power|Dynamic positioning of sea thermal power plants by jet propulsion|

---

US4201263A|1978-09-19|1980-05-06|Anderson James H|Refrigerant evaporator|

---

US4229868A|1978-10-26|1980-10-28|The Garrett Corporation|Apparatus for reinforcement of thin plate, high pressure fluid heat exchangers|

---

US4231420A|1978-11-20|1980-11-04|Sea Solar Power|Heat exchanger with controls therefor|

---

US4350014A|1978-11-30|1982-09-21|Societe Anonyme Dite: Sea Tank Co.|Platform for utilization of the thermal energy of the sea|

---

FR2442761B1|1978-11-30|1983-03-11|Sea Tank Co|

---

US4290631A|1979-04-06|1981-09-22|Sea Solar Power|Submarine pipe construction|

---

US4282834A|1979-07-19|1981-08-11|Sea Solar Power|Boiler structure embodying a plurality of heat exchange units|

---

US4254626A|1979-08-14|1981-03-10|Sea Solar Power|Deaerating system for sea thermal power plants|

---

US4749032A|1979-10-01|1988-06-07|Rockwell International Corporation|Internally manifolded unibody plate for a plate/fin-type heat exchanger|

---

NL173670C|1979-10-30|1984-02-16|Hollandsche Betongroep Nv|FLOATING INSTALLATION WITH A PIPE SUSPENDED TO THE RESTRICTION.|

---

US4301375A|1980-01-02|1981-11-17|Sea Solar Power, Inc.|Turbo-generator unit and system|

---

JPS56167792U|1980-05-16|1981-12-11|

---

US4384459A|1980-10-14|1983-05-24|Johnston Harold W|Ocean energy and mining system|

---

US4334965A|1980-12-31|1982-06-15|Standard Oil Company|Process for recovery of olefinic nitriles|

---

JPS57126575A|1981-01-29|1982-08-06|Mitsubishi Heavy Ind Ltd|Abyssal water intake-drain device|

---

JPS6354882B2|1981-03-20|1988-10-31|Tokyo Shibaura Electric Co|

---

JPS57157004U|1981-03-28|1982-10-02|

---

NZ201673A|1981-09-11|1986-07-11|R J Pollard|Flat plate heat exchanger core with diversion elements to allow several fluid passes through core|

---

US4497342A|1983-06-20|1985-02-05|Lockheed Missiles & Space Company, Inc.|Flexible retractable cold water pipe for an ocean thermal energy conversion system|

---

JPH021989B2|1984-04-17|1990-01-16|Saga Daigakucho|

---

US4700543A|1984-07-16|1987-10-20|Ormat Turbines Ltd.|Cascaded power plant using low and medium temperature source fluid|

---

US4578953A|1984-07-16|1986-04-01|Ormat Systems Inc.|Cascaded power plant using low and medium temperature source fluid|

---

US4548043A|1984-10-26|1985-10-22|Kalina Alexander Ifaevich|Method of generating energy|

---

US4603553A|1984-12-11|1986-08-05|R & D Associates|Ballistic cold water pipe|

---

JPS61149507A|1984-12-24|1986-07-08|Hisaka Works Ltd|Heat recovery device|

---

JPS61149507U|1985-03-08|1986-09-16|

---

US5057217A|1987-06-25|1991-10-15|W. L. Gore & Associates, Inc.|Integral supported filter medium assembly|

---

GB8719473D0|1987-08-18|1987-09-23|Cesaroni A J|Headers for heat exchangers|

---

JPH01219359A|1988-02-26|1989-09-01|Shimizu Corp|Water-intake device|

---

JPH01219360A|1988-02-26|1989-09-01|Shimizu Corp|Intake-drainage system for bathy-water|

---

WO1990001659A1|1988-08-15|1990-02-22|Siddons Ramset Limited|Evaporator plate|

---

US5104263A|1988-10-05|1992-04-14|Sekisui Kagaku Kogyo Kabushiki Kaisha|Underground pipe for a thrust boring method and a connecting construction of the underground pipe for the same|

---

JP2680674B2|1989-04-12|1997-11-19|財団法人電力中央研究所|Ocean / waste heat temperature difference power generation system|

---

EP0420993B1|1989-04-13|1995-02-15|Mitsubishi Cable Industries, Ltd.|Catheter|

---

US5101890A|1989-04-24|1992-04-07|Sanden Corporation|Heat exchanger|

---

JPH02287094A|1989-04-26|1990-11-27|Zexel Corp|Heat exchanger|

---

US5123772A|1991-04-15|1992-06-23|Coupling Corporation Of America|Threaded assembly with locking capability|

---

JPH0726789B2|1992-04-09|1995-03-29|工業技術院長|Condensing device and method for open-cycle ocean thermal energy conversion|

---

JPH05340342A|1992-06-08|1993-12-21|Toshiba Corp|Ocean thermal energy conversion device|

---

US5513494A|1993-12-14|1996-05-07|Otec Developments|Ocean thermal energy conversion system|

---

US5582691A|1993-12-14|1996-12-10|Flynn; Robert J.|Ocean thermal energy conversion system|

---

US5555838A|1994-10-31|1996-09-17|Seatek International, Inc.|Ocean thermal energy conversion platform|

---

US7131242B2|1995-03-07|2006-11-07|Pergo Ab|Flooring panel or wall panel and use thereof|

---

US5656345A|1995-06-07|1997-08-12|Illinois Tool Works, Inc.|Adhesive compositions and adhesively joined pipe segments|

---

GT199600032A|1995-06-07|1997-11-28|OCEAN THERMAL ENERGY CONVERSION SYSTEM |

---

US5769155A|1996-06-28|1998-06-23|University Of Maryland|Electrohydrodynamic enhancement of heat transfer|

---

US5983624A|1997-04-21|1999-11-16|Anderson; J. Hilbert|Power plant having a U-shaped combustion chamber with first and second reflecting surfaces|

---

NO984239L|1997-09-16|1999-03-17|Deep Oil Technology Inc|Procedure for mounting a floating offshore structure|

---

FR2779754B1|1998-06-12|2000-08-25|Technip Geoproduction|DEVICE FOR TRANSPORTING AND LAYING A BRIDGE OF AN OIL PLATFORM FOR EXPLOITATION AT SEA|

---

FR2782341B1|1998-08-11|2000-11-03|Technip Geoproduction|INSTALLATION FOR OPERATING A DEPOSIT AT SEA AND METHOD FOR ESTABLISHING A COLUMN|

---

US6472614B1|2000-01-07|2002-10-29|Coflexip|Dynamic umbilicals with internal steel rods|

---

BR0113395A|2000-08-21|2005-12-20|Coflexip|Buoyancy system for a buoyancy structure and application, lifting duct, methods of designing a buoyancy system, increasing the redundancy of a buoyancy and applying buoyancy to a component and a lifting duct and apparatus to provide buoyancy to a lifting duct|

---

FR2821144B1|2001-02-22|2003-10-31|Coflexip|FLEXIBLE DUCT WITH ANTI-THRUST FILM|

---

US6948884B2|2001-03-14|2005-09-27|Technip France|Vortex-induced vibration reduction device for fluid immersed cylinders|

---

US7258510B2|2001-03-29|2007-08-21|Masasuke Kawasaki|Systems and methods useful in stabilizing platforms and vessels having platforms and legs|

---

US6451204B1|2001-04-12|2002-09-17|Sea Solar Power, Inc.|Ocean power plant inlet screen|

---

WO2003060368A1|2001-12-29|2003-07-24|Technip France|Heated windable rigid duct for transporting fluids, particularly hydrocarbons|

---

US20030140838A1|2002-01-29|2003-07-31|Horton Edward E.|Cellular SPAR apparatus and method|

---

US20030172758A1|2002-03-12|2003-09-18|Anderson J. Hilbert|Load equalization in gear drive mechanism|

---

US6695542B2|2002-05-03|2004-02-24|Moss Maritime As|Riser guide|

---

US6663343B1|2002-06-27|2003-12-16|Sea Solar Power Inc|Impeller mounting system and method|

---

US6634853B1|2002-07-24|2003-10-21|Sea Solar Power, Inc.|Compact centrifugal compressor|

---

GB2391281B|2002-07-26|2005-11-02|Coflexip Stena Offshore Ltd|Seal assembly|

---

US6718901B1|2002-11-12|2004-04-13|Technip France|Offshore deployment of extendable draft platforms|

---

FR2858841B1|2003-08-14|2007-02-09|Technip France|METHOD OF DRAINING AND EXHAUSTING GAS FROM PERMEATION OF A FLEXIBLE TUBULAR DRIVE AND CONDUCT SUITABLE FOR ITS IMPLEMENTATION|

---

US20070028626A1|2003-09-02|2007-02-08|Sharp Kabushiki Kaisha|Loop type thermo siphon, stirling cooling chamber, and cooling apparatus|

---

FR2859495B1|2003-09-09|2005-10-07|Technip France|METHOD OF INSTALLATION AND CONNECTION OF UPLINK UNDERWATER DRIVING|

---

US7343965B2|2004-01-20|2008-03-18|Modine Manufacturing Company|Brazed plate high pressure heat exchanger|

---

FR2865484B1|2004-01-28|2006-05-19|Technip France|STRUCTURE FOR TRANSPORTING, INSTALLING AND DISMANTLING THE ELEMENTS OF A FIXED PETROLEUM PLATFORM AND METHODS OF IMPLEMENTING SUCH A STRUCTURE|

---

FI20040857A|2004-06-18|2005-12-19|Jorma Kalevi Lindberg|Wind, wave and flow power plants with various basic solutions as well as procedures for the production, transport, installation and use of power plants|

---

WO2006042178A1|2004-10-08|2006-04-20|Technip France|Spar disconnect system|

---

US7431623B1|2004-10-15|2008-10-07|Eduardo Saucedo|Modular vertical floating pipe|

---

US7328578B1|2004-10-15|2008-02-12|Eduardo Saucedo|Integrated OTEC platform|

---

US7594683B2|2005-04-13|2009-09-29|National Oilwell Varco, L.P.|Pipe elevator with rotating door|

---

FR2886711B1|2005-07-13|2008-11-21|Technip France Sa|DEVICE FOR REGULATING THE FLAMMING OF SUB-MARINE PIPES|

---

EP1788335A1|2005-11-18|2007-05-23|Methanol Casale S.A.|Method for the production of a plate type heat exchanger and related heat exchanger|

---

US7472742B2|2005-12-01|2009-01-06|General Electric Company|Heat sink assembly|

---

US20070289303A1|2006-06-15|2007-12-20|Prueitt Melvin L|Heat transfer for ocean thermal energy conversion|

---

FR2905444B1|2006-08-30|2009-12-25|Technip France|TUBULAR DRIVING CARCASE IN STRIP FILLING AND DRIVING COMPRISING SUCH A CARCASS|

---

FR2906595B1|2006-09-29|2010-09-17|Technip France|FLEXIBLE TUBULAR FASTENING FIT WITH HIGH RESISTANCE|

---

CN101626816A|2006-10-02|2010-01-13|梅尔文·L·普鲁伊特|The heat transfer method that is used for ocean thermal energy conversion and desalination|

---

US20080295517A1|2007-05-30|2008-12-04|Howard Robert J|Extraction of noble gases from ocean or sea water|

---

US7900452B2|2007-06-19|2011-03-08|Lockheed Martin Corporation|Clathrate ice thermal transport for ocean thermal energy conversion|

---

US8001784B2|2007-07-13|2011-08-23|Bruce Marshall|Hydrothermal energy and deep sea resource recovery system|

---

US20090077969A1|2007-09-25|2009-03-26|Prueitt Melvin L|Heat Transfer Methods for Ocean Thermal Energy Conversion and Desalination|

---

FR2921994B1|2007-10-03|2010-03-12|Technip France|METHOD OF INSTALLING AN UNDERWATER TUBULAR CONDUIT|

---

FR2923522B1|2007-11-13|2010-02-26|Technip France|DEVICE FOR MEASURING THE MOVEMENT OF A DEFORMABLE SUBMARINE CONDUCT|

---

CA2710197C|2007-12-21|2015-11-24|Technip France|Spar with detachable hull structure|

---

US7735321B2|2008-01-15|2010-06-15|Lockheed Martin Corporation|OTEC cold water pipe system|

---

FR2927651B1|2008-02-19|2010-02-19|Technip France|UPLINK COLUMN INSTALLATION METHOD|

---

US20090217664A1|2008-03-03|2009-09-03|Lockheed Martin Corporation|Submerged Geo-Ocean Thermal Energy System|

---

US7870732B2|2008-04-01|2011-01-18|Fang Sheng Kuo|Submarine cold water pipe water intake system of an ocean thermal energy conversion power plant|

---

US8079508B2|2008-05-30|2011-12-20|Foust Harry D|Spaced plate heat exchanger|

---

US7735322B2|2008-06-06|2010-06-15|Fang Sheng Kuo|Wave elimination system for ocean thermal energy conversion assembly|

---

US8025834B2|2008-06-13|2011-09-27|Lockheed Martin Corporation|Process and apparatus for molding continuous-fiber composite articles|

---

US8540012B2|2008-06-13|2013-09-24|Lockheed Martin Corporation|Heat exchanger|

---

US7882703B2|2008-10-08|2011-02-08|Lockheed Martin Corporation|System and method for deployment of a cold water pipe|

---

CN201301785Y|2008-11-05|2009-09-02|上海海事大学|High-efficiency ocean thermal energy power-generation device|

---

TWI367990B|2008-11-14|2012-07-11|Ind Tech Res Inst|Ocean thermal energy conversion power plant and condensor thereof|

---

US8182176B2|2008-11-21|2012-05-22|Lockheed Martin Corporation|Tendon-supported membrane pipe|

---

US8117843B2|2008-12-04|2012-02-21|Lockheed Martin Corporation|Ocean thermal energy conversion system|

---

US8146362B2|2008-12-04|2012-04-03|Lockheed Martin Corporation|OTEC system|

---

US8250847B2|2008-12-24|2012-08-28|Lockheed Martin Corporation|Combined Brayton-Rankine cycle|

---

US8567194B2|2009-01-16|2013-10-29|Lockheed Martin Corporation|Floating platform with detachable support modules|

---

US8353162B2|2009-02-14|2013-01-15|Lockheed Martin Corporation|Recoverable heat exchanger|

---

US8327945B2|2009-04-30|2012-12-11|Vetco Gray Inc.|Remotely operated drill pipe valve|

---

FR2945098B1|2009-04-30|2011-05-27|Technip France|DEVICE FOR PROTECTING AT LEAST ONE CONDUIT LOCATED AT THE BOTTOM OF A WATER EXTEND AND ASSOCIATED FLUID TRANSPORT ASSEMBLY|

---

US9476410B2|2009-05-01|2016-10-25|Nagan Srinivasan|Offshore floating platform with ocean thermal energy conversion system|

---

US8070389B2|2009-06-11|2011-12-06|Technip France|Modular topsides system and method having dual installation capabilities for offshore structures|

---

US8578714B2|2009-07-17|2013-11-12|Lockheed Martin Corporation|Working-fluid power system for low-temperature rankine cycles|

---

EP2470419B1|2009-08-26|2015-11-04|Technip France|Heave stabilized barge system for floatover topsides installation|

---

WO2011035943A2|2009-09-28|2011-03-31|Abb Research Ltd|Cooling module for cooling electronic components|

---

US9777971B2|2009-10-06|2017-10-03|Lockheed Martin Corporation|Modular heat exchanger|

---

GB2474428B|2009-10-13|2012-03-21|Technip France|Umbilical|

---

ES2503065T3|2009-10-21|2014-10-06|Technip France|System and procedure of vertical axis floating wind turbine module|

---

GB0918589D0|2009-10-23|2009-12-09|Technip France|Methods of reel-laying a mechanically lined pipe|

---

US8152949B2|2009-11-20|2012-04-10|Lockheed Martin Corporation|Pultruded arc-segmented pipe|

---

AU2010324620B2|2009-11-30|2014-10-02|Technip France|Power umbilical|

---

US20110127022A1|2009-12-01|2011-06-02|Lockheed Martin Corporation|Heat Exchanger Comprising Wave-shaped Fins|

---

US9086057B2|2010-01-21|2015-07-21|The Abell Foundation, Inc.|Ocean thermal energy conversion cold water pipe|

---

US8899043B2|2010-01-21|2014-12-02|The Abell Foundation, Inc.|Ocean thermal energy conversion plant|

---

KR102052726B1|2010-01-21|2019-12-06|더 아벨 파운데이션, 인크.|Ocean thermal energy conversion power plant|

---

US20100300095A1|2010-02-22|2010-12-02|Toshihiko Sakurai|Sea surface cooling system utilizing otec|

---

US8083902B2|2010-05-25|2011-12-27|King Fahd University Of Petroleum And Minerals|Evaporative desalination system|

---

CN106864672B|2010-05-28|2019-09-06|洛克希德马丁公司|Subsea anchor system and method|

---

JP2013531178A|2010-07-14|2013-08-01|ジアベルファウンデーション，インコーポレイテッド|Industrial ocean thermal energy conversion process|

---

US20120043755A1|2010-08-20|2012-02-23|Makai Ocean Engineering Inc.|System and Method for Relieving Stress at Pipe Connections|

---

US8484972B2|2010-09-23|2013-07-16|James Chung-Kei Lau|Ocean thermal energy conversion electric power plant|

---

US9388798B2|2010-10-01|2016-07-12|Lockheed Martin Corporation|Modular heat-exchange apparatus|

---

US8776538B2|2010-10-01|2014-07-15|Lockheed Martin Corporation|Heat-exchange apparatus with pontoon-based fluid distribution system|

---

US9670911B2|2010-10-01|2017-06-06|Lockheed Martin Corporation|Manifolding arrangement for a modular heat-exchange apparatus|

---

US8444182B2|2010-11-04|2013-05-21|Sea Energy Technology Co, Ltd.|Water intake pipe of ocean thermal energy conversion power plant|

---

US8572967B1|2011-01-11|2013-11-05|David H. Cowden|High efficiency OTEC system|

---

US20120186781A1|2011-01-25|2012-07-26|Technip France|Online pigging system and method|

---

US8651038B2|2011-01-28|2014-02-18|Technip France|System and method for multi-sectional truss spar hull for offshore floating structure|

---

US9513059B2|2011-02-04|2016-12-06|Lockheed Martin Corporation|Radial-flow heat exchanger with foam heat exchange fins|

---

US20120201611A1|2011-02-07|2012-08-09|Technip France|Method and apparatus for facilitating hang off of multiple top tension riser or umbilicals from a compensated tensioning deck|

---

US8430050B2|2011-02-24|2013-04-30|Technip France|System and method for deck-to-column connection for extendable draft offshore platforms|

---

GB201105738D0|2011-04-05|2011-05-18|Edwards Douglas|Cold water|

---

FR2977016B1|2011-06-27|2013-07-26|Dcns|THERMAL ENERGY SYSTEM AND METHOD FOR OPERATING IT|

---

US8584462B2|2011-07-21|2013-11-19|Kalex, Llc|Process and power system utilizing potential of ocean thermal energy conversion|

---

US8561406B2|2011-07-21|2013-10-22|Kalex, Llc|Process and power system utilizing potential of ocean thermal energy conversion|

---

BR112014002798A2|2011-08-09|2017-03-07|Lockheed Corp|Method and apparatus for rotary friction welding of pipe ends in the heat exchanger|

---

US8733103B2|2011-12-08|2014-05-27|Gaspar Pablo Paya Diaz|Thermal energy conversion plant|

---

KR102142738B1|2012-10-08|2020-08-07|가스파르 파블로 파야 디아즈|Thermal Energy Conversion Plant|

---

US20130153171A1|2011-12-14|2013-06-20|Lockheed Martin Corporation|Composite heat exchanger shell and buoyancy system and method|

---

US9435463B2|2012-08-31|2016-09-06|Seahorse Equipment Corp.|Sealed gimbal for ocean thermal energy conversion cold water pipe|CN102472593A|2009-07-16|2012-05-23|洛克希德马丁公司|Helical tube bundle arrangements for heat exchangers|

---

KR20120051685A|2009-07-17|2012-05-22|록히드 마틴 코포레이션|Heat exchanger and method for making|

---

US9777971B2|2009-10-06|2017-10-03|Lockheed Martin Corporation|Modular heat exchanger|

---

US9388798B2|2010-10-01|2016-07-12|Lockheed Martin Corporation|Modular heat-exchange apparatus|

---

US9670911B2|2010-10-01|2017-06-06|Lockheed Martin Corporation|Manifolding arrangement for a modular heat-exchange apparatus|

---

US9366238B2|2013-03-13|2016-06-14|Lockheed Martin Corporation|System and process of cooling an OTEC working fluid pump motor|

---

US9568133B2|2013-03-14|2017-02-14|Lockheed Martin Corporation|Large diameter pipe flexible connection|

---

FR3006719B1|2013-06-11|2015-07-24|Claude Favy|ROTATING DEVICE FOR CONVERTING MECHANICAL ENERGY OF THERMAL ENERGY|

---

KR102330226B1|2014-01-20|2021-11-22|더 아벨 파운데이션, 인크.|Vessel-mounted ocean thermal energy conversion system|

---

EP3539860B1|2014-11-13|2020-08-12|Lockheed Martin Corporation|Additive manufacturing of pipes|

---

KR101678829B1|2014-12-17|2016-11-24|한국해양과학기술원|High-efficiency ocean thermal energy conversionapplying a liquid-vapor ejector and a motive pump|

---

US20160203883A1|2015-01-14|2016-07-14|David W. Richardson|Semi Submersible Nuclear Power Plant and Multi-Purpose Platform|

---

FR3049977B1|2016-04-12|2019-08-23|Dcns|MOUNTING / DISASSEMBLY INSTALLATION OF A FLEXIBLE WATER PUMPING PIPE|

---

US10443581B2|2016-11-01|2019-10-15|Seatrec, Inc.|Environmental thermal energy conversion|

---

US10436353B2|2016-12-27|2019-10-08|Lockheed Martin Corporation|Continuous reinforced cold water pipe for an ocean thermal energy conversion system|

---

FR3068761B1|2017-07-06|2019-08-16|Dcns Energies|DEVICE FOR MOVING DECOUPLING BETWEEN A FLOATING PLATFORM AND A DRIVING|

---

CN110345032A|2019-06-05|2019-10-18|广州云华智慧科技有限公司|The power generator of high pressure gas body posture enthalpy circulation|

---

CN111852728A|2019-12-31|2020-10-30|伍威|Power generation system and method for realizing clean new energy of ocean hydropower through gravity fall|

---

CN111946568A|2020-08-12|2020-11-17|中国船舶科学研究中心|Ocean temperature difference energy power generation and deep seawater utilization platform suitable for near islands|

---

CN113236173B|2021-02-23|2022-02-08|大庆市天德忠石油科技有限公司|Single-pipe flow wellhead combined device|

法律状态:
2018-03-27| B15K| Others concerning applications: alteration of classification|Ipc: F03G 7/05 (2006.01), F16L 1/15 (2006.01), F16L 9/2 |

---

2018-12-11| B06F| Objections, documents and/or translations needed after an examination request according [chapter 6.6 patent gazette]|

---

2020-01-21| B06U| Preliminary requirement: requests with searches performed by other patent offices: procedure suspended [chapter 6.21 patent gazette]|

---

2021-03-02| B09A| Decision: intention to grant [chapter 9.1 patent gazette]|

---

2021-04-20| B16A| Patent or certificate of addition of invention granted|Free format text: PRAZO DE VALIDADE: 20 (VINTE) ANOS CONTADOS A PARTIR DE 15/08/2012, OBSERVADAS AS CONDICOES LEGAIS. |

优先权:

---

申请号 | 申请日 | 专利标题

---

US13/209,893|US9151279B2|2011-08-15|2011-08-15|Ocean thermal energy conversion power plant cold water pipe connection|

---

US13/209,893|2011-08-15|

---

PCT/US2012/050954|WO2013025807A2|2011-08-15|2012-08-15|Ocean thermal energy conversion power plant cold water pipe connection|

---