Rotary kinetic fluid motors or pumps – Float supported or buoyant runner
Reexamination Certificate
2000-10-24
2002-06-18
Lopez, F. Daniel (Department: 3745)
Rotary kinetic fluid motors or pumps
Float supported or buoyant runner
C415S003100, C415S906000, C416S085000, C060S398000
Reexamination Certificate
active
06406251
ABSTRACT:
BACKGROUND
For generations, man has sought ways to harness natural kinetic resources to meet ever increasing electrical power generation needs. Notably, the implementation of large scale inland hydroelectric facilities has been amply demonstrated to be a successful method of electrical power generation. This success notwithstanding, man has yet to successfully and economically harness the natural kinetic energy contained within this planet's greatest aquatic resource—its oceans.
Successful inland hydroelectric generation has two basic requirements. First, kinetic energy must exist within a body of water. In the case of a moving flow of water such as a river, the movement of the water indicates the presence of kinetic energy. Historically, the amount of kinetic energy present in a moving flow of water has been increased by man-made structures such as dams. By accumulating a mass of water at one elevation, then releasing it to fall to a lower elevation, the extractable kinetic energy within the water flow is increased dramatically.
Apart from such man-made facilities, recent groundbreaking innovations have been made which allow extraction of kinetic energy from naturally flowing bodies of water. These innovations, which do not require large-scale construction, have opened the doors of hydroelectric generation to myriad people and places where traditional facilities are either unwanted or unfeasible.
The second basic requirement for inland hydroelectric generation is that the water must flow in one basic direction. Because inland water flow is dictated by the earth's constant gravitational pull, inland bodies of water respond to the earth's gravitational pull by flowing in a single general direction, dictated by topography. Hydroturbines have been developed for placement in such uni-directional flow which utilize hydrodynamic principles to maximize energy extraction efficiency.
In stark contrast, extraction of kinetic energy from a tidal flow poses a drastically different paradigm. Most significantly, the direction of tidal flow is largely dictated by the position of the earth with respect to other celestial bodies. As the earth rotates about its axis, as the moon circles the earth, and as the earth and moon rotate in tandem about the Sun, extraplanetary gravitational forces move oceanic tides toward shore twice each day and away from shore twice each day.
Implementation of inland-type hydroelectric generation methods and systems in such a tidal environment are impractical and inefficient. Large scale dams and other construction-intensive facilities cannot be affordably built, operated or maintained offshore. Additionally, ecological ramifications of such a project would be resoundingly negative.
For different reasons, even the newest and most innovative methods and systems for extracting kinetic energy from a natural flow of water cannot be successfully implemented offshore because of the lack of a unidirectional water flow. To be efficient, hydroturbines placed in a naturally flowing body of water rely on a continuous, unidirectional flow to create enough electrical energy to justify purchase, placement and maintenance of the devices. Additionally, such devices are designed to be hydrodynamically efficient in only a single direction of water flow. To place such devices in a body of water in which the direction of flow changes several times each 24 hour cycle substantially reduces the cost-effectiveness of this form of power generation, not to mention the lack of continuous or semi-continuous power generation.
Numerous attempts to solve this dilemma have been propounded. Most notably, a conventional hydroturbine assembly has been pivotally mounted on a structure secured to the floor of the ocean, a pier, bridge or other stationary platform. Such devices are mechanically and periodically rotated 180 degrees to face the changing direction of tidal current. While taking advantage of the power generation capability of tidal flow in both the inbound and ebb directions, these devices have failed to yield commercially feasible electrical power for several reasons. First, they require a mechanical apparatus to physically turn the hydroturbine. In salt-laden oceanic environment, devices with more mechanical parts require more maintenance and will be more costly to operate. Ultimately, devices requiring more maintenance will have less operating efficiency and a corresponding higher energy cost. Second, it is unavoidable that the pivoting movement of the hydroturbine will place weight on a load-bearing pivot point on the support structure. While deployment in saltwater provides a greater buoyancy for the device than if deployed on land or in fresh water, the point of mechanical interaction of the hydroturbine and its support structure is yet another corrosion-vulnerable location requiring, over time, expensive maintenance or replacement. Lastly, constant twisting of a slip ring to carry power to shore creates increased expense and results in less reliability than a direct, fixed interconnection.
Accordingly, a need exists for a hydroelectric turbine for tidal deployment which can utilize bi-directional tidal currents to produce electrical energy. A further need exists for bi-directional hydroturbine with does not require structural rotation or another complex mechanical apparatus to utilize tidal currents flowing in opposite directions. Yet another need exists for a bi-directional hydroturbine for deployment in tidal currents which, in addition to meeting other needs, implements recent advances in hydrodynamics to facilitate efficient conversion of kinetic energy to electrical energy.
SUMMARY OF THE INVENTION
The following invention is a bi-directional hydroturbine assembly for tidal deployment, including a cylindrical hydroturbine shroud having first and second ends. The shroud is axially aligned with both an inflow and an ebb of an ocean tide.
A hydroturbine is carried by the shroud and is connected to a hydroturbine shaft. Rotation of the hydroturbine blades by moving water drives rotation of the shaft, thereby converting kinetic energy into electrical energy in a well known manner.
Importantly, stabilizer fins extend radially outwardly from the hydroturbine shroud along substantially the entire length of the shroud. Each comer of each stabilizer fin carries a pivot point for connection of pivoting deflectors between adjacent pivot points of adjacent stabilizer fins at the same end of the shroud.
The pivoting deflectors are positioned about the periphery of each end of the hydroturbine shroud and are biased such that tidal current flow in a first direction urges pivoting deflectors at the first end of the shroud into a non-deflective position, while urging pivoting deflectors at the second end of the shroud into a deflective position, such as the position of an augmentor ring, which device is well known in the art. On reversal of the direction of the current, the pivoting deflectors at the second end of the shroud are urged into a non-deflective position, while the pivoting deflectors at the first end are urged into a deflective position.
Accordingly, it is an object of the present invention to provide a hydroelectric turbine for tidal deployment which can utilize bi-directional tidal currents to produce electrical energy. Yet another object of the present invention is to provide a bi-directional hydroturbine with does not require structural rotation or another complex mechanical apparatus to utilize tidal currents flowing in opposite directions. A further object of the present invention is to provide a bi-directional hydroturbine for deployment in tidal currents which, in addition to meeting other needs, implements recent advances in hydrodynamics to facilitate efficient conversion of kinetic energy to electrical energy.
REFERENCES:
patent: 4511808 (1985-04-01), Jost
patent: 4519742 (1985-05-01), Van Buytene
patent: 4598210 (1986-07-01), Biscomb
patent: 4722665 (1988-02-01), Tyson
patent: 4748808 (1988-06-01), Hill
patent: 4843249 (1989-06-01), Bussiere
patent: 484964
Lafferty Wm. Brook
Lopez F. Daniel
Troutman Sanders LLP
Woo Richard
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