Abstract:
The wave catcher is a wave energy converter comprising three wave energy capture devices: a wave catcher wheel driven by wave particle motion, a wave pressure differential system driven by wave height differential, and a wave amplifier enclosure driven by wave surge; and three auxiliary energy capture devices: wind rotor, water current rotor, and photovoltaic cells all driving a common turbine to generate electricity. It extracts multi-frequency, variable amplitude ocean wave spectral energy and operates on, near, or far from the shoreline. Floats and structure position and orient the wave catcher to take the most advantage of the incident waves.

Description:
CROSS-REFERENCE TO RELATED APPLICATIONS 
       [0001]    Not Applicable 
       FEDERALLY SPONSORED RESEARCH 
       [0002]    Not Applicable 
       SEQUENCE LISTING OR PROGRAM 
       [0003]    Not Applicable 
       BACKGROUND OF THE INVENTION 
       [0004]    1. Field of Invention 
         [0005]    This invention relates to ocean energy and more particularly wave energy converters (WEC). 
         [0006]    2. Prior Art 
         [0007]    The practical solution to the problem of efficiently capturing ocean wave energy, converting the wave energy to a mechanical or electrical form, and transmitting the converted energy without great loss has not been solved. Such a solution, primarily, demands a continuous flow of energy from the wave to the end use. Specifically, it is necessary to attain a greater economy of conversion than has been attained to present, to construct a cheaper, more reliable, and simpler device, and lastly, to overcome the many shortfalls the prior art teaches by way of example of extracting ocean wave energy. The present invention more nearly solves the problem than any device yet conceived. 
         [0008]    The idea of extracting energy from ocean waves is not new. Girard, a French inventor, obtained a patent for a machine he and his son had designed in 1799 to capture the energy in ocean waves by attaching wooden beams to docked ships with the use the vessel&#39;s bobbing motion to operate the beams as levers against fulcrums on the shore. More than 1500 wave energy patents exist and many advances have been achieved, however, the WEC prior art&#39;s history is one of trials and tests followed by disappointment and delays and is littered with failures. Only after the last 30 years or more of research and experimentation has any commercial exploitation of wave energy of significant scale been initiated. Several ocean wave energy conversion devices have been developed but only a few commercial plants have been deployed. 
         [0009]    An appreciation for the power of the ocean can be obtained by just looking at waves pounding a beach, inexorably wearing cliffs into rubble and pounding stones into sand. The ocean holds a tremendous amount of untapped energy. Approximately 8,000-80,000 TWh/yr or 1-10 TW of wave energy is in the entire ocean, and on average, each wave crest transmits 10-50 kW per meter. At any one time in an area of ocean, waves of differing height and period may be arriving from more than one direction. However, since waves are neither steady nor concentrated enough, it has not yet been possible to extract and supply wave energy viably. A major problem with designing wave energy converters has been in handling the vast range of power variations in the ocean waves, from approximately an average power per meter of wave front of 50 kW/m and peaking to 10 MW/m (a 1:200 ratio). 
         [0010]    The prior art&#39;s main disadvantages of extracting wave power are the device&#39;s low efficiency, survivability in harsh environments, and energy transmission&#39;s high costs. Wave energy is intermittent, low-speed with large forces and the forces do not act in a single direction. This makes energy conversion difficult since most readily available electric generators operate at high and relatively constant speed. This difficulty is further compounded because waves do not have a constant height nor do they have a constant wavelength and consequently a wave capture device must operate efficiently across a wide range of conditions. A recurring problem is that devices underestimate the power of the sea, and are unable to withstand its assault. Constructing devices that can survive the harsh environment of waves without being so over engineered and therefore prohibitively expensive to construct and maintain is a major issue. Multiple barriers exist for ocean energy technologies, such as gaining site permits, the environmental impact of technology deployments, and grid connectivity for transmitting the energy produced. Any form of activity offshore makes electricity production expensive. Another practical problem is the lack of infrastructure to connect wave-energy generators to the power grid. Together the disadvantages have made the cost of extracting wave energy prohibitively high. A cost effective and efficient solution, which also offers a high degree of survivability, and ease of implementation and maintenance for extracting wave power cannot be found in the prior art. 
         [0011]    Ocean waves have many aspects to consider when designing a wave energy converter (WEC). Waves are actually a form of energy. Energy, not water, moves along the ocean&#39;s surface. Wave water particles only travel in small circles as a wave passes. Waves can range in height from a fraction of a meter to tens of meters and vary in period from seconds to many hours. Wind-generated waves typically have periods from 1 to 25 seconds, wave lengths from 1 to 1000 meters, speeds from 1 to 40 m/s, and heights less than 3 meters. Seismic waves, or tsunamis, have periods typically from 10 minutes to one hour, wave lengths of several hundreds of kilometers, and mid-ocean heights usually less than half a meter. Tides are waves and occur with a period of approximately 12 and a half hours and tidal ranges vary globally and can differ anywhere from near zero to nearly 12 meters. The energy contained in a wave consists of two kinds: the potential energy, resulting from the amplitude displacement of the free surface and the kinetic energy, due to the fact that the water particles throughout the fluid are moving. Water is a dispersive medium with respect to deep water surface waves, in much the same way that it is a dispersive medium for light waves. A deep water wave&#39;s speed is not a function of the wave length. Shallow water surface waves, on the other hand, do feel the bottom and slow down in proportion to the square root of the depth. Wave energy is lost by friction with the sea bottom if the water level is half a wavelength of the wave or less. About 80% of the energy in a surface wave is contained within a quarter of a wavelength below the surface. Thus, for a typical ocean wavelength of 100 m, this layer is about 25 m deep. This makes wave power a highly concentrated energy source with much smaller hourly and day-to-day variations than other renewable resources such as wind or solar. In general, the wave power below sea level decays exponentially by a factor of (−2πd/2) where d is the depth below sea level. This property is valid for waves in water with depths greater than λ/2. All the particles of water beneath a surface disturbed by ocean waves are in motion. Wave particles under wave crests move in the direction of wave propagation; particles under wave troughs move against the direction of wave propagation. Water particles move in approximately circular orbits in the vertical plane perpendicular to the crest line of the waves and the radius of the circular path decreases exponentially with depth. All particles take the same periodic time to complete one cycle of their motion but do not all reach the top of their orbits at the same time. At increasing depth as the wave approaches shallower sea floors in relation to the wavelength, the particles move in the elliptical orbits whose major and minor axes both decrease exponentially with depth. The orbits must be completed once every period, move at a constant speed in one direction of rotation, and the diameters of the orbit of particles at the surface must be equal to the wave height. Wave height variations also change the water pressure below the wave. 
         [0012]    Likewise, WEC&#39;s should be constructed on solid principles. Wave energy impinging on a wave energy converter can be absorbed, reflected, refracted, diffracted, and transmitted. WEC&#39;s must maximize energy absorption and should minimize or take advantage of reflection, refraction, diffraction, and transmission losses. WEC&#39;s should minimize energy lost in energy conversion processes. Energy is lost in every step of the energy conversion. The lost energy results in less energy delivered of the end use. Many prior art devices use intermediate pneumatic or hydraulic primary power conversion. Loss in the primary energy conversion includes viscous loss in the sea and in valves and pumps, leakage and friction in pumps etc. The instantaneous power absorbed by a WEC is the product of the force and the velocity of the mechanism relative to its point of reaction and the wave&#39;s force and velocity should be amplified. Mechanical links in a WEC should be minimized and concentrations of stress should be avoided wherever possible. Reliability of systems will be greatly reduced if moving parts in particular are subject to corrosion by sea water or fouling by marine flora or fauna. Fishing operations are likely to be more adversely affected by a dispersed type of wave power station involving a great many separate units and mooring lines than they would be by a smaller number of larger units. Certain types of WEC systems need protection from severe sea conditions. Although about 60 percent of the energy comes from waves of length 100-200 m, a system should not be highly sensitive to one particular frequency. A free floating off shore station which does not use a connection to the sea bed in its generating mechanism is considered to have a low degree of difficulty in achieving tidal compensation. WEC&#39;s should be oriented to absorb maximum directional power spectrum energy that takes advantage of the fact waves of differing height and period may be arriving from more than one direction. Wave energy converters need not be passive. It is possible to capture more energy by actively creating a wave that opposes the incoming wave. WEC&#39;s should require a minimum of R &amp; D and should use components currently available. Wave power has the attraction of not requiring very large single investments and use of existing technology stimulates implementation. Generally, the WEC&#39; power output should strive to produce electricity at a steady rate and optimally at times of peak demand. The best zones for setting up wave power are those that lie between 30- and 60-degree latitudes. WEC&#39;s should be incredibly durable, modular and decentralized and therefore less vulnerable to damage. Choose a site carefully—not just for its available wave energy. Siting of a WEC should enhance the environment. WEC operation and maintenance personnel skills required should not be demanding. Installation and placement should not require special equipment, tools, or vessels. The most important point to be emphasized with respect to man-made offshore platforms is that they are relatively expensive. Therefore, any non-conflicting multiple-use that can be made of WEC&#39;s can help to increase their profitability and defray their capital and maintenance costs. The distance from the WEC to the power take-off, PTO, is a major factor in the viability of a particular installation but will be proportionately less important as the installation size increases. A means of WEC energy storage should be considered to provide smooth energy delivery. Wave forecasting is important to both the operation and the maintenance of offshore systems. Very often access to the installation is restricted by the weather. Access is often not possible in high winds or if using boats in high seas. Include good project management in considering all aspects of waves and the wave energy converter to optimize the local situation. Not following sound principles is why most prior art devices do not exceed 15-20% efficiency. A review of prior art designs shows a lack of consideration of many characteristics of ocean waves and WEC construction or deployment. 
         [0013]    Various concepts have been proposed to increase the efficiency of converting wave energy to electric energy using WECs. In some of these systems, the mechanical components of the WECs are “tuned” to have a high efficiency when operating with ocean waves of a specific frequency. Given the narrowband behavior of these systems and the highly variable nature of ocean waves, the overall efficiencies of such systems are poor. 
         [0014]    A conventional wave energy conversion system may be on the shore, near shore, or off shore and be of a floating or submerged type. A WEC converts the energy of a wave&#39;s pitch, heave, or surge to mechanical or electrical energy. Some use a combination of the wave&#39;s heave and surge or heave and pitch. 
         [0015]    Types of Wave Energy Converters: Traditionally, wave energy conversion devices have been classified by their placement (on shore, near shore, or offshore/deep water), rather than by the principle of operation of the device or how much energy the device can effectively produce. More recently, WEC devices have begun to be classified by their general method of producing power. The prior art power wave energy conversion devices have been generally classified into the following basic categories, namely: 
         [0016]    Point Absorbers: These devices generate electricity from the bobbing or pitching action of a floating object. The object can be mounted to a float or to a device fixed on the ocean floor. They provide a heave motion that is converted by mechanical or hydraulic systems into a linear or rotational motion for driving electrical generators. To generate large amounts of energy, a multitude of these devices must be deployed, each with its own piston and power take-off equipment. Additionally, to absorb reasonable amounts of wave energy the point absorber must undergo large displacements, which can pose particular difficulties for power take-off systems. These mechanical pumping systems suffer from the “end-stop” problem where large destructive forces can be experienced during extreme storms when the pumps may reach the end of their travel violently, with a resulting failure of the systems. The energy extraction relies largely on the wavelength of the incident waves. The point absorber must also cope with a control strategy to bring the device&#39;s motion in resonance with the waves so as to maximize energy capture while limiting movement when encountering extreme wave conditions. They must be large or deployed in massive numbers to produce any appreciable power. 
         [0017]    Oscillating Water Columns (OWC): These shore devices generate electricity from the wave-driven rise and fall of water in a shaft. The rising and falling water column drives air in and out of the shaft, powering an air-driven turbine. The air chamber within the OWC housing must be designed with the wave period, significant wave height, and wave length characteristics of the local ocean climate in mind. If the housing is not sized correctly, waves could resonate within the air chamber. This resonating effect causes a net zero passage of air through the turbine. Siting these devices is a problem and they are large, expensive to construct, and inefficient. Few sites are appropriate for these devices and they must be built near the local grid to deliver the power produced. 
         [0018]    Focusing Devices (Overtopping): These devices, also called “tapered channel” or “tapchan” systems, rely on a structure to channel and concentrate the waves, driving them into an elevated reservoir. Water flow of this reservoir is used to generate electricity using standard hydropower technologies. The combination of low tidal range and naturally occurring reservoir limits the useful potential of this device. Such devices experience a much less powerful wave regime because of loss of wave energy lost elevating the water. 
         [0019]    Moving Body Devices—Attenuators and Terminators: A WEC is called an attenuator if it is aligned along the wave direction and a terminator if it lies across the prevailing direction of wave propagation. The relative movement of different parts of the device is driven by the waves to generate pressure in a working fluid. The working fluid might be sea water or hydraulic oil held in a sealed tank which is then passed through a turbine to generate electricity. These are complex machines riddled with valves, filters, tubes, hoses, couplings, bearings, switches, gauges, meters and sensors. The intermediate stages reduce efficiency, and if one component breaks, the whole device goes kaput. The device&#39;s cost of generating power is comparatively high to conventional power generation. The absorbtion device presents only a small cross-section to incoming waves, and absorbs less and less energy as the waves get bigger. Most of the time, the devices will not be operating in stormy seas—and when a storm does occur—their survival is more important than their power output. 
         [0020]    Prior art devices although different in operation and construction represent the closest to the present invention: 
         [0021]    The Archimedes Wave Swing, U.S. Pat. No. 5,808,368 to Brown is a point absorber with a cylinder shaped buoy, fastened to the seabed. Passing waves move an air-filled upper casing against a lower fixed cylinder, with up and down movement converted into electricity. The floater compresses gas within the cylinder to balance pressures. The present invention uses passing waves to generate pressure differentials but it does not use gas compression. 
         [0022]    The Oyster, U.S. Pat. No. 20080191485 to Whittaker and others is a terminator that consists of an oscillating wave surge converter is fitted with double acting water pistons fixed to the seabed and deployed near shore. Each passing wave activates the pump; which delivers high pressure water via a sub-sea pipeline to the shore. Onshore, high-pressure water is converted to electrical power using conventional hydro-electric generators. The present invention uses wave surge but does not use pistons or pumps as an intermediate stage in delivering energy. 
         [0023]    The PowerGin. U.S. Pat. No. 7,586,207 to Sack uses overtopping wave energy conversion technology to rotate a dual rotor system and convert wave energy directly into continuous rotary motion. It also captures a significant amount of horizontal kinetic energy contained in the wave by using a wave ramp. The wave ramp re-directs forward water movement into a cresting wave which contributes to turning the rotors. The present invention converts wave energy directly into continuous rotary motion but does not use overtopping wave energy to drive the rotation. 
         [0024]    The Wave Dragon, Danish patent No. PR  173018  to Friis-Madsenis is an offshore wave energy converter of the overtopping type utilizing a wave reflector design to focus the waves towards a ramp, and the overtopping is used for electricity production through a set of Kaplan/propeller hydro turbines. The present invention focuses waves into a chamber but does uses the wave surge energy and does not use wave over-topping energy extraction. 
         [0025]    The Wavemaster, WIPO Patent Application WO/2003/078831 and co-pending British Patent Application GB-A-9920714.4, to Southcombe is a WEC that uses wave pressure differential between containers driving a turbine separating the containers. The containers maintain a high pressure and low pressure side with an array of one-way valves. The present invention&#39;s pressure containers alternate between high and low pressure while maintaining continuous flow through the turbine. The present invention&#39;s benefit over the Wavemaster is the containers can be separated by a distance to take advantage of pressure differentials. The present invention also uses less material with a smaller structure and two one-way valves per container versus an array of valves. 
         [0026]    Syphon wave generator, U.S. Patent No. 20070222222 to Cook is a horizontal pipe with one or more pipes at each end extending down below the water surface and waves passing under the unit cause different water levels at different pipes creating a siphon and water flow between pipes spins the turbine. The present invention uses pressure differential flow in pipes but does not use a siphon principle to initiate the flow. 
         [0027]    The present invention solves a long-felt need the prior art has failed to produce, namely; a scalable, highly efficient, and inexpensive wave energy converter. It also solves an unrecognized problem of turning a rotor directly from surface waves&#39; force normal to the waves propagation and omits inefficient intermediate power conversion stages. Contrary to prior art&#39;s teaching, an unappreciated advantage of continuous operation and high energy transfer is made by incorporation of a combination of efficient wave energy capture devices instead of one inefficient device. The employment of the usual devices for extracting wave energy; buoys, air or hydraulic compression chambers, and pumps, introduce complexity and inefficiency and adds to the cost of production and maintenance required for the device. Another aspect not suggested in the prior art is direct wave pressure differences between widely separated containers turning a rotor. A synergy is achieved with the present invention that has never been conceived. The present invention is not like any prior art devices that have intermediate pneumatic or hydraulic power transfer stages that must convert the wave energy to an intermediate form prior to extraction. 
         [0028]    The following is a full, clear, and exact invention description of a useful, new, and unobvious improvements of wave energy converters not found in prior art. 
       SUMMARY 
       [0029]    The present invention is a wave energy converter that combines three novel primary wave energy extraction devices that convert wave energy directly into rotary mechanical motion: a wave catcher wheel relies on wave particle motion, a differential pressure system operates on a wave amplitude pressure differential, and a wave amplifier uses the wave surge to focus surface wave&#39;s energy. The utility of the device is the ability to use the wave energy to turn a wheel that can drive a propeller, pump, or generator. The wave wheel possesses the unobvious aspect of turning a shaft across the prevailing direction of wave propagation by water particle motion. The differential pressure system possesses the unobvious aspect of turning a shaft by pressure differences between widely separated containers caused by the wave in the same body of water to drive a shaft. The wave amplifier possesses the unobvious aspect of turning a shaft by direct wave surge. Working together they take advantage of both the potential energy of the wave&#39;s varying amplitude and the kinetic energy in the wave&#39;s movement and transform the energy into mechanical and electrical form. Floats and fins position and orient the wave catcher to take the most advantage of the incident waves. Three auxiliary energy extraction means are provided: a wind turbine, a water current turbine, and a photovoltaic system. 
     
    
     
       BRIEF DESCRIPTION OF THE DRAWINGS 
       Figures 
         [0030]    For a more complete understanding of the present invention and the advantages thereof, reference is now made to the following description taken in conjunction with the accompanying drawings in which: 
           [0031]      FIG. 1  is a perspective view of a wave catcher wave energy conversion device; 
           [0032]      FIG. 2  is a side view of a wave catcher wave energy conversion device; 
           [0033]      FIG. 3  is a front view of a wave catcher wave energy conversion device; 
           [0034]      FIG. 4  is a top view of a wave catcher wave energy conversion device; 
           [0035]      FIG. 5  is a perspective view of a wave catcher wheel assembly; 
           [0036]      FIG. 6  is a perspective view of an internal structure of a wave catcher wave energy conversion device; 
           [0037]      FIG. 7  is top view of a wave pressure differential assembly of a wave catcher wave energy conversion device; 
           [0038]      FIG. 8  is a perspective view of a power take off assembly of a wave catcher wave energy conversion device; 
           [0039]      FIG. 9  is a top view of a wave amplifier and turbine of a wave catcher wave energy conversion device; 
           [0040]      FIG. 10  is a representation diagram of terms defining a wave; 
           [0041]      FIG. 11  is a chart of wave energy spectrum; 
           [0042]      FIG. 12  is a representation of water particle movement at depth; 
           [0043]      FIG. 13  is a diagram of a wave catcher wheel in relation to wave particle movement and forces during a wave cycle; 
       
    
    
     REFERENCE NUMERALS 
       [0044]    Parts contained in the figures are referenced with the following numerals:
   Item  100  a wave catcher wave energy conversion device;   Item  101  a wave catcher wheel;   Item  101   a  a front wave catcher wheel;   Item  101   b  a middle wave catcher wheel;   Item  101   c  a back wave catcher wheel;   Item  102  a bevel gear compartment;   Item  103  a wave catcher ramp;   Item  104  a wave catcher entry door;   Item  105  front wave catcher frame;   Item  106  a side mounting bar;   Item  107  a vertical float leg;   Item  108  a back fin;   Item  109  a horizontal float;   Item  110  a back wave catcher frame;   Item  111  a rudder steering wheel;   Item  112   a  a pressure differential cylinder facing the back;   Item  112   b  a pressure differential cylinder facing the front;   Item  113  a stabilizer mounting bar;   Item  114  a horizontal stabilizer;   Item  115  a vertical stabilizer;   Item  116  a support bar;   Item  201  an electrical generator;   Item  202  a clutch assembly;   Item  203  a flywheel assembly;   Item  204  an electrical transformer and power electronics assembly;   Item  205  a rudder;   Item  206  a wave orientation fin;   Item  207  a water outlet draft;   Item  208  a rudder shaft;   Item  301  a transmission assembly;   Item  302  a wind turbine clutch assembly;   Item  303  a wind turbine mast axle assembly;   Item  304  a wind turbine rotor;   Item  305  a top generator support bar;   Item  306  a generator support vertical support bar;   Item  307  a water current rotor;   Item  308  a water current rotor axle;   Item  309  a water current rotor clutch assembly;   Item  401  a photovoltaic covered surface;   Item  500  a wave catcher wheel assembly;   Item  501  a freewheel axle;   Item  501   a  a freewheel axle;   Item  501   b  a freewheel axle;   Item  501   c  a freewheel axle;   Item  502   a  a bevel gear assembly;   Item  502   b  a bevel gear assembly;   Item  502   c  a bevel gear assembly;   Item  503   a  a bevel gear assembly;   Item  503   b  a bevel gear assembly;   Item  503   c  a bevel gear assembly;   Item  504  a connecting bevel gear axle;   Item  505  a connecting bevel gear to transmission axle;   Item  601  a wave catcher door hinge;   Item  602  a wave catcher door float;   Item  603  a wave catcher entry door stop;   Item  604  a wave amplifier right wall;   Item  605  a wave amplifier left wall;   Item  700  a pressure differential turbine assembly;   Item  701  a pressure differential outlet port;   Item  702  a pressure differential inlet port;   Item  703  a pressure differential outlet port;   Item  704  a pressure differential inlet port;   Item  705  a one way flow check valve;   Item  706  a one way flow check valve;   Item  707  a one way flow check valve;   Item  708  a one way flow check valve;   Item  709  a pressure differential turbine output pipe;   Item  710  a pressure differential turbine inlet pipe;   Item  711  a pressure differential turbine wheel;   Item  712  a pressure differential turbine case;   Item  713  a pressure differential output pipe;   Item  714  a pressure differential input pipe;   Item  715  a pressure differential output pipe;   Item  716  a pressure differential input pipe;   Item  800  a wave catcher power take off assembly;   Item  801  a differential turbine bearing;   Item  802  a power takeoff freewheel axle;   Item  803  a wave amplifier turbine wheel;   Item  900  a wave amplifier turbine assembly;   Item  901  a wave amplifier turbine inlet port;   Item  902  a wave amplifier turbine outlet port;   Item  903  a wave amplifier turbine housing;   Item  1000  mean sea level;   Item  1301  wave catcher wheel internal water level;   Item  1302  wave water particles directional movement;   Item  1303  a wave;   
 
       DETAILED DESCRIPTION 
     Static Physical Structure—First Embodiment 
       [0131]    Referring now to the drawings, wherein like reference numbers are used to designate like elements throughout the various views, several embodiments of the present invention are further described. The figures are not necessarily drawn to scale, and in some instances the drawings have been exaggerated or simplified for illustrative purposes only. One of ordinary skill in the art will appreciate the many possible applications and variations of the present invention based on the following examples of possible embodiments of the present invention. 
         [0132]    With reference to  FIG. 1 , a wave energy conversion device  100  in accordance with the preferred embodiment is shown and is collectively referred to as a wave catcher. The wave catcher  100  includes three wave catcher wheels  101  of different sizes  101   a ,  101   b , and  101   c . Wave catcher wheels  101   a ,  101   b , or  101   c  are hollow axially divided cylindrical shell filled with half air and half water that rotate on a freewheel axle  501   a ,  501   b , or  501   c , respectively depicted in  FIG. 5 . The wave catcher wheels  101   a ,  101   b , or  101   c  are attached to a bevel gear compartment  102 . A wave catcher ramp  103  is attached to a front wave catcher frame  105  and is supported by a pair of front support bars  116 . A buoyant wave catcher entry door  104  is hinged to the front wave catcher frame  105 . A side mounting bar  106  is connected to a pair of rear support bars  113  and a pair of front support bars  116 , a bevel gear compartment  102 , and a rear facing pressure differential cylinder  112   a , and a front facing pressure differential cylinder  112   b . A vertical float leg  107  attaches to a horizontal float  109 . A back fin  108  is attached to a back wave catcher frame  110  and the horizontal float  109 . A rudder wheel  111  is connected to a rudder shaft  208 . A horizontal stabilizer  114  and a vertical stabilizer  115  are perpendicular to each other and are supported by a stabilizer mounting bar  113 . 
         [0133]    With reference to  FIG. 2 , an electrical generator  201  connects to a clutch assembly  202  and the clutch assembly connects to a flywheel  203 . A transformer  204  is mounted to the back wave catcher frame  110 . A rudder  205  attaches to the rudder shaft  208 . A wave orientation fin  206  attaches to the underside of the front wave catcher frame  105  and back wave catcher frame  110 . A water outlet draft  207  is between one side of the front wave catcher frame  105  and back wave catcher frame  110 . 
         [0134]    With reference to  FIG. 3 , a transmission assembly  301  attaches to the flywheel  203 . A wind turbine rotor  304  connects to a wind turbine mast axle assembly  303  that supports a wind turbine rotor  304 . A top generator support bar  305  attaches to a generator support vertical support bar  306  and generator  201 . A water current rotor clutch assembly  309  attaches to a water current rotor axle  308 . A water current rotor attaches  307  to the water current axle  308 . 
         [0135]    With reference to  FIG. 4 , a photovoltaic surface  401  is on the front wave catcher frame  105  and back wave catcher frame  110  and the side mounting bar  106 . 
         [0136]    With reference to  FIG. 5 , a wave catcher wheel assembly  500  comprising a front wave catcher wheel  101   a  supported by a freewheel axle  501   a , wave catcher wheel  101   b  supported by a freewheel axle  501   b , and wave catcher wheel  101   c  supported by a freewheel axle  501   c . Freewheel axle  501   a ,  501   b , and  501   c  connect to a bevel gear assembly  502   a ,  502   b , and  502   c , respectively. Bevel gear assembly  502   a ,  502   b , and  502   c  connect to bevel gear assembly  503   a ,  503   b , and  503   c , respectively. A bevel gear axle  504  connects to bevel gear assemblies  503   a ,  503   b , and  503   c . A connecting bevel gear to transmission axle  505  connects to bevel gear assembly  503   c  and transmission  301   
         [0137]    With reference to  FIG. 6 , a wave catcher door hinge  601  attaches to the front wave catcher frame  105  and a wave catcher door  104 . A wave catcher door float  602  attaches to the wave catcher door  104 . A wave catcher door stop  603  ends connect to the front wave catcher frame  105 . A wave amplifier right wall  604  is between front wave catcher frame  105  and back wave catcher frame  110 . A wave amplifier left wall  605  is between the front wave catcher frame  105  and the water outlet draft  207 . 
         [0138]    With reference to  FIG. 7 , A top view of a pressure differential turbine assembly  700  is shown. A pressure differential cylinder facing the back  112   a  having a pressure differential outlet port  701  and a pressure differential inlet port  702  and a pressure differential cylinder facing the front  112   b  having a pressure differential outlet port  703  and a pressure differential inlet port  704 . A pressure differential output pipe  713  is between the pressure differential outlet port  701  and a one way flow check valve  705 . A pressure differential output pipe  715  is between the pressure differential outlet port  703  and a one way flow check valve  707 . A pressure differential input pipe  714  is between the pressure differential intlet port  702  and a one way flow check valve  706 . A pressure differential input pipe  716  is between the pressure differential inlet port  704  and a one way flow check valve  708 . A pressure differential turbine inlet tee pipe  710  is connected between check valves  705  and  707  and the inlet port of a pressure differential turbine case  712 . A pressure differential turbine outlet tee pipe  709  is connected between check valves  706  and  708  and the inlet port of a pressure differential turbine case  712 . A pressure differential turbine wheel  711  is contained by the pressure differential turbine case  712 . 
         [0139]    With reference to  FIG. 8 , a power take off assembly  800  is shown. A differential turbine bearing  801  is connected between the pressure differential turbine case  712  and the back wave catcher frame  110 . A power take off freewheel axle  802  is connected to the water current rotor clutch assembly  309  through pressure differential turbine wheel  711  and the wave amplifier turbine wheel  804  to the transmission assembly  301 . 
         [0140]    With reference to  FIG. 9 , a wave amplifier turbine assembly  900  is shown with an inlet port  901  and an outlet port  902 . A wave amplifier turbine housing  903  contains the wave amplifier turbine  802 . 
         [0141]    With reference to  FIG. 13 , the wave catcher wheel  101  is superimposed on a wave  1303  referenced to mean sea level  1000  and shows the wave wheel internal water level  1301  at times T 1 , T 2 , T 3 , T 4 , and T 5 . 
         [0142]    The wave catcher  100  structure can be constructed of any rigid materials. Preferably, the materials should be non-corrosive in seawater and durable in a harsh environment. The wave catcher  100  dimensions are determined by the aspects of the site chosen and the amount of power sought to capture and convert. The wave catcher  100  power capture range could be as low as a few watts to as high as multiple gigawatts. 
       Operation 
       [0143]    The embodiments depend on where the wave energy converter is sited. The preferred embodiment is a site where the three wave power conversion assemblies; wave catcher wheel  500 , wave pressure differential  700 , and wave amplifier  900 , and the three auxiliary power conversion devices; wind turbine rotor  304 , water turbine rotor  307 , and photovoltaic surface  401  capture the most power. An optimum site would have a strong wave regime, be deep enough to accommodate the device, have an underwater current, be sunny and windy on most days, and be close to a power load. Power extraction could be obtained from any one of the energy capture methods independently and all are not required simultaneously. The essence of the embodiment is the use from one to three different wave energy extraction methods and one to three auxiliary power extraction methods to deliver the most power for the end application. The preferred embodiment operation will now be described when it is located at an optimum site. 
         [0144]    With reference to  FIG. 1 , the construction materials of the wave catcher  100  will determine the weight of the device and vertical floats  107 , horizontal floats  109 , internal water level of the back frame assembly  110 , and bevel gear compartment  102  buoyancy will be adjusted so the mean sea level  1000  is level with the water wheel axles  501   a ,  501   b , and  501   c  depicted in  FIG. 5  and the wave catcher door hinge  601  depicted in  FIG. 6 . Stabilizer mounting bars  113  support horizontal stabilizer  114  and vertical stabilizer  115 . The stabilizers  114  and  115  counteract the pitching motion caused by a wave impinging on the wave catcher  100 . Back fins  108 , wave orientation fin  206 , and rudder  205  all assist in aligning the wave catcher  100  front toward the direction of a approaching wave. 
         [0145]    With reference to  FIG. 3 , an auxiliary wind power turbine comprising the wind turbine rotor  304 , wind turbine mast axle assembly  303 , and wind turbine clutch assembly  302  and an auxiliary water current power turbine comprising the water current rotor  307 , water current rotor axle  308 , and water current rotor clutch assembly  309  are shown. A wind impinges on and turns the wind turbine rotor  304  that is coupled to and rotates the wind turbine mast axle assembly  303  that connects to one side of the wind turbine clutch assembly  302 . The wind turbine clutch assembly  302  engages and rotates gears within the transmission assembly  301 . A water current impinges on and turns water current rotor  307  that is coupled to and rotates water current rotor axle  308  that connects to one side of the water current rotor clutch assembly  309 . The water current rotor clutch assembly  309  engages and drives power takeoff freewheel axle  802 . 
         [0146]    With reference to  FIG. 4 , an auxiliary power generating system comprising a photovoltaic covered surface  401  is shown. The photovoltaic cells are connected to the electrical transformer and power electronics assembly  204 . 
         [0147]    With reference to  FIG. 5 , a plurality of wave catcher wheels  101   a ,  101   b , and  101   c  revolve on their respective freewheel axles  501   a ,  501   b , and  501   c . The freewheel axles  501   a ,  501   b , and  501   c  rotate their respective coupled bevel gear assemblies  502   a  and  503   a ,  502   b  and  503   b , and  502   c  and  503   c . Connecting bevel gear axles  504  rotation with the bevel gear assemblies  503   a ,  503   b , and  503   c  rotate the connecting bevel gear to transmission axle  505 . Bevel gear to transmission axle  505  is coupled to and rotates gears within transmission assembly  301 . Three wave catcher wheels  101   a ,  101   b , and  101   c  of different sizes are shown. More wave catcher wheels  101  could be added in series toward the incoming waves. The size of wave catcher wheel  101  can vary widely but depends on the size of the wave it is designed to capture. A small wave catcher wheel  101  in relation to the impinging wave fully rotates the wave catcher wheel  101  a full rotation. A large wave catcher wheel  101  in relation to the impinging wave will partially rotate the wave catcher wheel  101  and all subsequent wave oscillating movement will add torque to freewheel axle  501  when the freewheel axle  501  engages during the designed direction of rotation. Any rotation of any wave catcher wheel  101  as a result of wave action is additive. Many wave catcher wheels  101  of various sizes will capture the most energy in a varying wave regime. Each wave catcher wheel  101  rotates its respective freewheel axle  501  when the wave catcher wheel&#39;s  101  rotation speed is greater than the freewheel axle&#39;s  501  speed. 
         [0148]    With reference to  FIG. 6 , the wave catcher ramp  103  along with wave amplifier right wall  604 , wave amplifier left wall  605 , and front wave catcher frame  105  of  FIG. 1  concentrate an incoming wave&#39;s surge energy and funnel the wave&#39;s energy to drive the wave amplifier turbine wheel  803 . The wave catcher ramp  103  is below the mean sea level and projects at an angle under and into the oncoming waves. During wave crests, waves move up the wave catcher ramp  103  and over wave catcher entry door  104 . The wave continues into the wave catcher  100  and impinges on wave amplifier right wall  604  and wave amplifier left wall  605  that restricts the volume and thereby increases the wave&#39;s amplitude and velocity. The amplified wave then drives the rotation of wave amplifier turbine wheel  803  at the vertex. A reflected wave results after the initial surge reaches the wave amplifier turbine wheel  803 . The reflected wave moves back toward the wave catcher entry door  104 . The wave catcher entry door  104  along with the wave catcher entry door float  602  are buoyant and rotate up as a result of the reflected wave&#39;s increase water level height. Wave catcher entry door stop  603  stops the door from rotating and thereby captures the water to prevent it from exiting the wave catcher  100 . This action acts like a check valve to allow the water in and maintains a head to drive the wave amplifier turbine wheel  803 . 
         [0149]    With reference to  FIG. 7 , the top view of the pressure differential turbine assembly  700  is shown. The pressure differential cylinder facing the front  112   b  and pressure differential cylinder facing the back  112   a  will have different water levels within their volumes as a result of wave action. This difference in water level creates a differential pressure between them that induces a water flow to drive the pressure differential turbine wheel  711 . Pascal&#39;s principle states a pressure exerted anywhere in a confined liquid is transmitted equally and undiminished in all directions throughout the liquid. If pressure differential cylinder facing the front  112   b  has a greater water level than pressure differential cylinder facing the back  112   a , water flows out of pressure differential cylinder facing the front  112   b  through pressure differential outlet port  703 , pressure differential output pipe  715 , one way flow check valve  707 , pressure differential turbine inlet pipe  710 , pressure differential turbine wheel  711 , pressure differential turbine output pipe  709 , one way flow check valve  706 , pressure differential input pipe  714 , pressure differential inlet port  702 , and into pressure differential cylinder facing the back  112   a . If pressure differential cylinder facing the back  112   a  has a greater water level than pressure differential cylinder facing the front  112   b , water flows out of pressure differential cylinder facing the back  112   a  through pressure differential outlet port  701 , pressure differential output pipe  713 , one way flow check valve  705 , pressure differential turbine inlet pipe  710 , pressure differential turbine wheel  711 , pressure differential turbine output pipe  709 , one way flow check valve  708 , pressure differential input pipe  716 , pressure differential inlet port  704 , and into pressure differential cylinder facing the front  112   b . Both flows produce one way flow through and rotation of pressure differential turbine wheel  711 . Pressure differential turbine wheel&#39;s  711  rotation drives power take-off freewheel axle  802 . 
         [0150]    With reference to  FIG. 8 , the power take-off assembly  800  aggregates the collected mechanical energy of the wave catcher wheel assembly  500 , pressure differential turbine assembly  700 , wave amplifier turbine assembly  900 , water current rotor  307 , and wind turbine rotor  304 ; transmission assembly  301  couples the torque forces and increases the speed of the mechanical rotation; flywheel  203  smoothes and stores the mechanical rotation; clutch assembly  202  transfers the mechanical rotation to drive the generator  201 ; generator  201  generates electricity; and electrical transformer and power electronics assembly  204  conditions the electrical energy for transmission. 
         [0151]    With reference to  FIG. 9 , the wave amplifier turbine assembly  900  is shown from a top view. The incoming water enters through wave amplifier turbine inlet port  901 , turns wave amplifier turbine wheel  803  revolving on power takeoff freewheel axle  802 , and exits wave amplifier turbine outlet port  902 . 
         [0152]    With reference to  FIG. 13 , I believe I am the first to show a device that can continuously turn an axle from the wave propagation acting perpendicular to the device across the prevailing direction of wave propagation. The wave catcher wheel  101  continuously rotates on wave catcher freewheel axle  501 . Three forces produce the continuous rotation; gravity acting on the contained liquid in the wave catcher wheel  101 , buoyancy of the gas in the wave catcher wheel  101 , and the force of the wave water particles movement  1302  impinging on the wave catcher wheel  101 .  FIG. 13  shows a complete wave catcher wheel  101  cycle of rotation and the wave catcher wheel  101  orientation is depicted at times T 1 , T 2 , T 3 , T 4 , and T 5 . Wave catcher axles  501 ( ) maintains their vertical position relative to an incident wave and the wave catcher wheel  101  revolves around it. Times T 1  and T 5  are at the wave crest and the circular movement of the wave particles  1302  continuously push the wave catcher wheel  101  to orientations depicted at times T 1 , T 2 , T 3 , T 4 , and T 5 . The wave catcher wheel  101  makes one complete rotation in one wave wavelength. Any shape that provides resistance to the circular water particle movement could be used to turn the axles  501 ( ) but a cylindrical shape provides the largest advantage. The cylindrical shape also has the benefit of having a large coefficient of drag difference between the inside and outside of the wave catcher wheel  101 . An inward concave surface provides more drag and an outer convex surface offers less drag to the wave catcher wheel  101  as it rotates about its freewheel axle  501 . The wave catcher wheel  101  will also work below the wave surface to the level where wave particle movement is still present but works best near the surface where water particle movement is greatest. 
         [0153]    One skilled in the art will appreciate what is not depicted or specified in the diagrams that have had a long history of development and the many possible variations in construction techniques used. The structure can be made of many rigid materials and the connection method or devices used to connect the structure are dependent on the construction materials. Gearing and gearing control and engagement methods are abundant in prior art. Mooring is not shown because the device could be anchored at the shore, attached to slack mooring if operated near shore, or have no mooring if operated off shore. 
       Operation 
     Alternative Embodiments 
       [0154]    One skilled in the art will recognize the many possible embodiments of the present invention. The wave catcher wheel assembly  500 , pressure differential turbine assembly  700 , and wave amplifier turbine assembly  900  could be used together, individually, or in any combination. Also, the three auxiliary energy extraction devices; the wind turbine consisting of the wind turbine rotor  304 , wind turbine mast axle assembly  303 , and wind turbine clutch assembly  302 , water current turbine consisting of water current rotor  307 , water current rotor axle  308 , water current rotor clutch assembly  308 ; and photovoltaic surface  401  need not be used at all or could be used together, individually, or in any combination. Siting will largely determine the devices used. 
         [0155]    Some examples of possible embodiments are described. If a shore site was chosen that required no visible component in the waves, the wave catcher wheel assembly  500  could be used alone projecting from the shore and under the surface. If a site was chosen to use the device as a breakwater, a water amplifier turbine  900  could be used alone. If a site was chosen using an existing structure such as a pier or oil drilling rig, the pressure differential turbine assembly  700  could be used alone. The flexibility of configuring the wave catcher power take off assembly  800  makes the many embodiments possible. 
       CONCLUSION, RAMIFICATIONS, AND SCOPE 
       [0156]    It will be appreciated by those skilled in the art having the benefit of this disclosure of the many embodiments that provides a wave energy conversion system. It should be understood that the drawings and detailed description herein are to be regarded in an illustrative rather than a restrictive manner, and are not intended to limit the invention to the particular forms and examples disclosed. On the contrary, the invention includes any further modifications, changes, rearrangements, substitutions, alternatives, design choices, and embodiments apparent to those of ordinary skill in the art, without departing from the spirit and scope of this invention, as defined by the following claims. Thus, it is intended that the following claims be interpreted to embrace all such further modifications, changes, rearrangements, substitutions, alternatives, design choices, and embodiments. The specification contains a description of the invention, and of the manner and process of making and using it, in such full, clear, concise and exact terms as to enable any person skilled in the art of wave energy converters, or with which it is most nearly connected, to make and use the same, and sets forth the best mode contemplated of carrying out the invention. 
         [0157]    The wave catcher extracts a large portion of wind-generated waves and a significant portion of the energy of all wave lengths and wave heights. The wave catcher exploits the total energy contained in a wave; both the potential energy of wave height and the kinetic energy of wave movement. The wave catcher can accommodate a large range in wave heights and from varying wavelengths and self-orients in the direction of oncoming waves. The wave catcher focuses on the concentrated wave energy near the water&#39;s surface. It operates continuously on wave power by concentrating the energy source with much smaller variations than other wave energy converters. 
         [0158]    The wave catcher is grounded on solid principles. It maximizes the wave energy absorbed impinging on it and it minimizes reflection, diffraction, and transmission losses. The wave catcher is designed to increase the instantaneous power absorbed by amplifying the force and the velocity of the wave energy. Mechanical links are minimal and concentrations of stress are virtually eliminated. Reliability is greatly enhanced because the wave catcher has few moving parts subject to corrosion by sea water or fouling by marine flora or fauna. Fishing operations are not likely to be adversely affected by the wave catcher because a small number of larger units only need to deploy to capture large amounts of energy. The wave catcher can withstand severe sea conditions. It is not highly sensitive to one particular frequency but operates well over a large range. It can be free floating which does not use a connection to the sea bed in its generating mechanism and has no difficulty in achieving tidal compensation. The wave catcher is self-oriented to absorb maximum directional power spectrum energy and it takes advantage of the fact waves of differing height and period may be arriving from more than one direction. The wave catcher wave energy converter is not passive and captures more energy by actively creating a wave that opposes the incoming wave. Minimal R &amp; D is required to configure components per specific sites chosen and components are available off-the-shelf or easily constructed. No large investments are needed to rapidly implement a project. The wave catcher&#39;s power output produces electricity at a steady rate. The wave catcher is incredibly durable, modular and decentralized and therefore less vulnerable to damage. The sitting of a wave catcher will enhance the environment since it can be sited to counteract beach erosion and poses very minimal risk to fish. Operation and maintenance is simple and minimal personnel skills are needed. It can propel be easily transported to the location it has been sited for without need of special tools or vessels. The wave catcher can provide many non-conflicting multiple-uses like breakwaters, water pumping near shore based power plants and in fish farming, ship propulsion, or power generation for oil and gas offshore installations. It can augment off shore wind power generating facilities. The wave catcher will have a large utilization factor for wave power—the ratio of yearly energy production to the installed power of the equipment—is typically 2 times higher than that of wind power. That is whereas for example a wind power plant only delivers energy corresponding to full power during 25% of the time (i.e. 2,190 h out of the 8,760 h per year) a wave power plant is expected to deliver 50% (4,380 h/year). The power take off is built in and requires no hydraulic or electrical intermediate conversion stages. A means of flywheel energy storage is incorporated for continuous smooth power delivery. The wave catcher can operate unattended and can withstand high winds and high seas. The wave catcher can be easily and rapidly adjusted to optimize the local situation of waves and takes advantage of ocean waves characteristics in a unique and unobvious way. 
         [0159]    The wave catcher could be used to power desalination plants, hydrogen or ammonia production applications. The power scale could range from driving a single pump to providing the complete electricity demands of countries. On massive scales, it could mitigate hurricanes by pumping cool water at depth to the surface or protect and provide electricity to coastal cities while attenuating the storm surge. At global scales, it could provide power to propel vessels across oceans.