Patent Description:
The following description relates to marine-pumped hydroelectric energy storage, including systems therefor and methods of installing, operating, maintaining, and recovering such systems.

Long term energy storage is used to complement variable sources of electrical production such as wind and solar energy that vary with wind and sun availability. Grid operators can use energy storage to level variable electrical energy generation sources such as wind and solar, thereby providing storage needed to increase levels of renewable energy deployment while maintaining grid reliability.

<CIT> describes a system for harvesting, storing, and generating energy, that includes floating structure supporting machinery to extract energy from wind, waves, surface generators, or currents. At least one energy storage and power generating unit is anchored to the seafloor and adapted to tether the floating structure to the unit. The unit includes an internal chamber into which water flows through a hydroelectric turbine to generate electrical energy. A pump is provided, powered by energy from the floating structure machinery, to evacuate water from the unit and a control system directs power from the machinery to pump water out of the unit during periods of excess energy extraction by the machinery and to allow water to flow into the chamber through the hydroelectric turbine to generate electrical energy during periods of lower energy extraction by the machinery.

Aspects of what is described here relate to marine-based underwater pumped hydroelectric systems. In some implementations, the marine-pumped hydroelectric (MPH) technologies described can provide a low risk, low cost, long-term energy storage solution. The technologies described here include industrialized underwater energy storage systems, devices and components, and related methods of installation, operation, maintenance, and recovery.

In some aspects of operation, MPH technologies can extract, store, and utilize energy from hydrostatic pressure in oceans, lakes, or other types of natural or manmade bodies of water. To use this potential energy, a large hollow concrete vessel can be installed in deep water, and a pump-turbine associated with the hollow sphere allows the storing of electrical energy. For example, to store energy, water can be pumped out of the hollow sphere against the pressure of the surrounding water, and the process can be reversed to generate electricity. MPH technologies can be deployed in a variety of subsea or other underwater environments, for example, in deep lakes and oceans (e.g., approximately <NUM>-m to <NUM>-m deep) and other environments. MPH technologies can also operate in coordination with other systems and equipment, for example, to provide energy storage for floating offshore equipment, fixed-bottom offshore equipment, onshore electrical equipment, or a combination of electrical systems. Examples of such coordination are described below in relation to <FIG>.

MPH technologies can be utilized virtually throughout the world, including, North America, Europe, Asia, Australia, and South America. For example, the MPH technologies described herein can be deployed in the deep lakes and oceans of the United States, such as those on the U. West Coast, East Coast, and Great Lakes. As an example of the energy potential of MPH technologies, California is estimated to have approximately <NUM> GW of underwater pumped energy storage resource potential, which is about <NUM> times California's existing installed pumped hydropower power capacity.

In some instances, the MPH technologies can be implemented with a modular design that is highly scalable for deployments with power capacities as little as <NUM> kW to <NUM> MW per storage sphere. The long-term energy storage provided by these technologies could help enable economic development of <NUM> GW of floating offshore wind energy potential along California's <NUM> miles of coastline. This offshore wind energy potential corresponds to about $<NUM> trillion worth of wind plant installations, which could produce about one and a half times all the electricity currently consumed by California. As another example, integrating systems based on the MPH technologies with a single offshore wind plant of <NUM> GW capacity (about <NUM> turbines) may provide as much electrical energy production as the Hoover Dam can generate in <NUM> hours at full capacity.

In some instances, aspects of the MPH technologies described herein can provide advantages and improvements over conventional, ocean-based underwater pumped hydro systems. These advantages and improvements may, for example, ease installation, maintenance, recovery, and manufacturing of such systems, thereby reducing costs in all water depths. In some examples, advantages are obtained by coupling several storage spheres to a single generator/pump assembly. This coupling can reduce the overall cost of an energy storage system (e.g., for all water depths) by reducing the number of parts and providing easier access for generator/pump maintenance and inlet/outlet screen cleaning. The cost reduction is notable for systems in shallow water (e.g., in the U. Great Lakes) in which more spheres are needed to counteract the effects of the reduced hydrostatic pressure that results from the lower submersion depth. Moreover, the use of numerous interconnected storage spheres, instead of one large storage sphere, may reduce the overall size of the storage spheres. This reduced overall size can be manufactured more easily while still allowing for a similar amount of energy storage capacity (e.g., reducing the storage spheres from <NUM>-m in diameter to <NUM>-m in diameter).

A rigid coupling of several storage spheres is also possible. Such rigid coupling, along with the use of a concrete base, may increase the ability to tow the storage sphere(s) in shallow ports. The rigid coupling may also provide additional mass needed to anchor the sphere, and increase the stability of the entire system during towing and installation. This increased stability may result by the concrete base creating a shape that acts as a raft or barge. The concrete base may also lower the center of gravity of the system. Further advantages can be obtained by utilizing a base and domes designed to facilitate automated 3D concrete printing, alternative concrete manufacturing methods such as spraying or precasting concrete, or manufacturing of smaller modular or sectional components that may reduce the overall cost of the structure. In some cases, the base cavities, domes, and access lid are easier to print in sections because they may reduce overhangs that are difficult to print compared to printing an entire sphere continuously, and because the base can provide support surfaces to print the cavities.

Now referring to <FIG>, a schematic diagram is presented of various examples of MPH technology deployed in an offshore environment. MPH technology, however, may also be deployed in another environment. The various examples of MPH technology include an example underwater energy storage system that is anchored to the sea floor. In some instances, the example underwear energy storage system includes a mooring line, such as to couple to another structure (e.g., a floating solar system, wave energy device, wind turbine foundation, etc.). In some instances, the example underwater storage system includes an electrical cable for communicating electrical energy, such as with a transformer, a source of electrical energy (e.g., a floating solar system, a wave energy device, a wind turbine, etc.), an on-shore electrical system, and so forth. The example underwater energy storage system is also shown in <FIG>. For example, <FIG> presents the example underwater storage system with two of three pressure domes absent and one anchor removed to help show features of a base subcomponent. The MPH technologies described herein may allow for other configurations of the underwater energy storage system. For example, the configurations may include additional or different features, and the components may be arranged in another manner.

In some aspects of operation, the example underwater energy storage system shown in <FIG> and <FIG> can interact with other systems (e.g., the other systems shown in <FIG>) to receive input energy (e.g., for long term storage) or provide output energy (e.g., for consumption or other applications). The physical principle of operation may be similar to the concept of conventional pumped-hydroelectric storage plants located onshore. A concrete hollow sphere is placed deep underwater on an underwater floor. To store input energy - e.g., during periods when wind and/or photovoltaic systems produce a high amount of electricity by wind, or when the price of electricity on the wholesale market is low - a pump turbine pumps water out of the hollow sphere. In some cases, the evacuated water is not replaced by atmospheric air in the hollow sphere, which may result in a pressure at or below atmospheric pressure in the hollow sphere. To provide output energy - e.g., during periods of high electricity demand, or when electricity prices are high - high pressure water surrounding the hollow sphere is allowed to flow back into the hollow sphere through a turbine and generator, which in response to this flow, generates electricity.

As shown in <FIG> and <FIG>, the example underwater energy storage system includes three pressure domes. The three pressure domes are combined with a spherical bottom enclosure to form three storage spheres. The example underwater energy storage system also includes a base, which may contain the bottom enclosure of the storage spheres. The example underwater energy storage system additionally includes a pump/generator assembly and anchors.

In many implementations, the example underwater energy storage system includes multiple storage spheres. In these implementations, one or more pressure domes may interface with the base to create an approximately spherical rigid volume. The spherical rigid volume may include an inlet and/or an outlet that allows water to flow into and/or out of the spherical rigid volume. Such flow may allow a pump/generator assembly to consume or generate electricity.

In many implementations, the example underwater energy storage system includes a base. The base can be configured to achieve one or more functions. For example, the base may: (<NUM>) create an enclosure (e.g., a spherical enclosure) in conjunction with the pressure domes; (<NUM>) provide ports, conduits, or pipes to channel the water from the enclosures through one or more pumps/generators, to an inlet and/or an outlet, or other pressure domes if desired; (<NUM>) provide a mount for a pump/generator assembly; (<NUM>) provide a structure through which to anchor the system using anchors such as piles or suction anchors; (<NUM>) provide a coupling interface for joining one or more modules (e.g., as shown in <FIG>); (<NUM>) provide one or more buoyancy chambers to facilitate transport, installation, and recovery of the storage module; (<NUM>) act as a barge to facilitate floatation and stability during towing, installation, or retrieval of the module; or (<NUM>) provide additional mass needed to hold the module down when the storage spheres are empty.

Now referring to <FIG>, a schematic diagram is presented, in perspective view, of an example system <NUM> for storing energy underwater. The example system <NUM> is configured to operate in an underwater environment, such as when secured to an underwater floor (e.g., as shown in <FIG> or otherwise). The system <NUM> may operate while fully submerged in a body of water, for example, in a deep lake, an ocean, a sea, a reservoir, or another body of water. The system <NUM> may be anchored or otherwise secured to a seafloor, a lakebed, an underwater platform, or another type of underwater floor.

The example system <NUM> includes a base <NUM> and a plurality of domed walls <NUM>. <FIG> presents a schematic diagram, in perspective view, of the example system <NUM> of <FIG>, but with two domed walls <NUM> and an anchor <NUM> absent. The base <NUM>, which may be generally tabular in shape, has a bottom side <NUM> configured to rest on an underwater floor and a top side <NUM> that includes a plurality of recessed surfaces <NUM>. During operation, the bottom side <NUM> of the base <NUM> rests on the underwater floor and may be anchored thereto via one or more anchors <NUM>. In some variations, such as shown in <FIG>, the plurality of recessed surfaces <NUM> are defined by spherical cap-shaped depressions in base <NUM> on the top side <NUM>. However, other types of depressions or shapes are possible.

The plurality of domed walls <NUM> extend from the top side <NUM> of the base <NUM> to form respective fluid chambers <NUM>. Each of the fluid chambers <NUM> includes an interior volume that is defined by one of the recessed surfaces <NUM> and an interior surface of one of the domed walls <NUM>. The interior surface of each domed wall <NUM> bounds a partially-enclosed volume of the domed wall <NUM>. Moreover, a perimeter edge of the domed wall <NUM> encircles an opening into the partially-enclosed volume. In many variations, such as shown in <FIG>, the interior surface of each domed wall <NUM> faces a respective recessed surface <NUM> and is aligned therewith. In some variations, one or more of the domed walls <NUM> may include an access lid or hatch (e.g., as shown in <FIG>) to provide selective access to the interior volume of an associated fluid chamber. The access lid or hatch may be positioned on the domed wall <NUM> opposite the top side <NUM> of the base <NUM>.

<FIG> present each of the fluid chambers <NUM> as being spherical. In this configuration, the interior surfaces of the domed walls <NUM> and recessed surfaces <NUM> correspond to spherical cap-shaped surfaces that join, in respective pairs, to complete a spherical surface. However, other shapes are possible for the domed walls <NUM>, the recessed surfaces <NUM>, and the fluid chambers <NUM> (e.g., spheroidal, cylindrical, frustoconical, or an irregular shape). In some cases, the domed walls <NUM> and the recessed surfaces <NUM> have cap-shaped surfaces of different radii or other distinct geometric properties. Alternative shapes for the fluid chambers <NUM> could also be used to replace the domed walls <NUM>, for instance, with tubular walled structures (e.g., pipes). However, domed wall shapes may provide certain advantages. For example, compared to a tubular structure, a spherical shape may require approximately only one-half the material for construction for a given volume and pressure. The lower amount of material may be due to an ability of the spherical shape to equally balance compressive hydrostatic forces.

In some implementations, the base <NUM> and the plurality of domed walls <NUM> are an integral body. For example, the base <NUM> and each of the domed walls <NUM> may be formed of the same material, without distinct edges or separation between the base <NUM> and the respective domed walls <NUM>. In some implementations, such as shown in <FIG>, the base <NUM> and the plurality of domed walls <NUM> are separate bodies. In these implementations, each of the domed walls <NUM> includes a perimeter edge encircling an opening of the domed wall <NUM>. The perimeter edge may be sealed to the top side <NUM> of the base <NUM>. In many instances, the base <NUM> and the plurality of domed walls <NUM> are rigidly coupled to each other.

In some variations, the example system <NUM> includes various ports, conduits, tubes, or other structures that define one or more flow paths through the example system <NUM>, including a first and second flow path. In some cases, the first and second flow paths include shared flow path sections, or they may be entirely distinct flow paths. In some cases, an individual flow path may include one or more branches or sections that flow in parallel, such as to or from different inlets or outlets. The first flow path may provide fluid communication through the pump, between the fluid chambers <NUM> and the exterior environment. As such, at least a portion of the first flow path is provided by the pump in the example system <NUM>. The first flow path may also extend through part of the base <NUM> or other components of the example system <NUM>. The second flow path may provide fluid communication through the generator, between the fluid chambers <NUM> and the exterior environment. As such, at least a portion of the second flow path is provided by the generator in the example system <NUM>. The second flow path may also extend through part of the base <NUM> or other components of the system <NUM>.

The example system <NUM> also includes a pump and a generator. The pump is configured to transport water from the fluid chambers <NUM> toward the exterior environment of the example system <NUM>, such as along the first flow path. During operation, the pump causes water to flow from the interior volumes of the fluid chambers <NUM> into the body of water in which the example system <NUM> operates. In some variations, the pump includes a turbine configured to convert mechanical energy (e.g., a motion of turbine surfaces) into hydraulic energy (e.g., a flow or pressure of water). For example, the turbine may include blades or vanes that, during motion, contact the water to induce a flow of the water. The generator is configured to generate electrical energy in response to water flowing from the exterior environment toward the fluid chambers <NUM>, such as along the second flow path. During operation, the generator responds to water flowing from the body of water in which the example system <NUM> operates into the interior volumes of the fluid chambers <NUM>. In many variations, the generator includes a turbine with turbine surfaces configured to contact the flowing water and convert hydraulic energy into mechanical energy (e.g., a motion of the turbine surfaces). For example, the flowing water may contact blades or vanes of the turbine to induce their motion (e.g., rotation, translation, etc.).

In some implementations, such as shown in <FIG>, the example system <NUM> includes a housing <NUM> that contains both the pump and the generator (e.g., contains a combined pump/generator assembly). The housing <NUM> may be coupled to the base, or in some instances, the housing <NUM> may be integral to the base. In these implementations, the housing <NUM> includes a first housing port <NUM> and a second housing port <NUM>. For example, the housing <NUM> may include a tubular structure extending between two open ends that serve as respective ports (e.g., an inlet, an outlet. A third flow path extends between the fluid chambers <NUM> and the exterior environment of the system and comprises at least a portion extending through the housing <NUM> between the first and second housing ports <NUM>, <NUM>. The pump is configured to pump water along the third flow path from the fluid chambers <NUM> toward the exterior environment, and the generator is configured to generate electrical energy in response to water flowing along the third flow path from the exterior environment into the fluid chambers <NUM>.

Although <FIG> illustrate the pump and the generator as contained within a single housing, other configurations are possible. For example, in some implementations, the example system <NUM> includes a pump housing and a generator housing. The pump housing contains the pump and includes first and second pump housing ports. Similarly, the generator housing contains the generator and includes first and second generator housing ports. One or both of the pump and generator housing may be coupled to the base <NUM>. In some implementations, the first flow path extends between the fluid chambers <NUM> and the exterior environment of the example system <NUM> and includes at least a portion extending through the pump housing between the first and second pump housing ports. The pump is configured to pump water along the first flow path from the fluid chambers <NUM> toward the exterior environment. In these implementations, the second flow path, which is distinct from the first flow path, extends between the fluid chambers <NUM> and the exterior environment and includes at least a portion extending through the generator housing between the first and second generator housing ports. The generator is configured to generate electrical energy in response to water flowing along the second flow path from the exterior environment toward the fluid chambers <NUM>. Further examples of housing configurations for the pump and the generator are described below in relation to <FIG>.

The pump, the generator, or both may correspond to respective assemblies - e.g., a pump assembly, a generator assembly, and a combined pump/generator assembly - that engage water flowing into or out of the fluid chambers <NUM>. For example, the pump assembly can include components such as a pump, a turbine, water ports, one or more valves, a debris screen, and so forth; the generator assembly can include components such as a generator, a turbine, water ports, one or more valves, a debris screen, and so forth; and the combined pump/generator assembly can include components such as a pump, a generator, a turbine, water ports, one or more valves, a debris screen, and so forth. Some of the components of these assemblies may be coupled to or integrated into a respective housing (e.g., a pump housing, a generator housing, a single unified housing, etc.) In some implementations, the example system <NUM> includes one or more generator assemblies or one or more combined pump/generator assemblies to generate electricity when water is flowing into the fluid chambers <NUM>. The flow direction is reversed when the fluid chambers <NUM> are used to store energy, e.g., by pumping water out of the fluid chambers <NUM> using one or more pump assemblies or the one or more combined pump/generator assemblies. In these implementations, electricity to and from the example system <NUM> may be routed through an electrical cable to a surface of the water, such as to an electrical system on an offshore platform.

The pump, generator, and combined pump/generator assemblies may be located external to the fluid chambers <NUM>. For example, <FIG> presents a schematic diagram, in perspective view, of an example system <NUM> that includes a pump housing <NUM>, a generator housing <NUM>, and a combined pump/generator housing <NUM> that are external to fluid chambers <NUM>. The example system <NUM> may be analogous to the example system <NUM> described in relation to <FIG>. The pump housing <NUM>, the generator housing <NUM>, and the combined pump/generator housing <NUM> may contain, respectively, a pump assembly, a generator assembly, and a combined pump/generator assembly. In some cases, the pump, generator, and combined pump/generator assemblies may be located internal to one or more of the fluid chambers <NUM>. For example, <FIG> presents a schematic diagram, in perspective view, of the example system <NUM> of <FIG>, but in which each fluid chamber <NUM> has a portion of a combined pump/generator housing <NUM> internal thereto.

In some instances, locating the assemblies externally may ease the removal and replacement of such assemblies for maintenance purposes. Such external location may also allow the fluid chambers to utilize a reduced number of assemblies. This reduced number may lower the parts needed to support an MPH system as well as increase its storage capacity (relative to its power generation capacity). Increasing the storage capacity may be economically preferable for installations in shallow water where hydrostatic pressures are lower. However, other deployments may also benefit from an increased storage capacity. In some configurations, such as shown in <FIG>, the system <NUM> may include separate pump and generator assemblies. Separating the pump and generator assemblies may allow the pump and generator to run independently or simultaneously, if needed, to provide nearly immediate electrical production without delaying equipment startup. It will be appreciated that the assemblies - e.g., the pump assembly, the generator assembly, and the combined pump/generator assembly - along with components thereof (e.g., the water inlet/outlets, debris screens, etc.) may be designed to match a configuration of the example system <NUM>, a means of transport and installation, and a deployment location. Other criteria are possible.

Now referring back to <FIG>, the base <NUM> of the example system <NUM> may include a conduit system <NUM> providing fluid communication between the fluid chambers <NUM>. For example, <FIG> presents a schematic diagram, in perspective view, of an example system <NUM> having a base <NUM> that includes a conduit system <NUM>. The example system <NUM> may be analogous to the example system <NUM> described in relation to <FIG>. The conduit system <NUM> includes individual conduits <NUM> extending from recessed surfaces <NUM> of the base <NUM> to meet at a central union <NUM>. This configuration allows the conduit system <NUM> to provide fluid communication between the fluid chambers <NUM>. Now referring back to <FIG>, in some variations, the conduit system <NUM> may be integral to the base <NUM>. For example, the base <NUM> may include interior surfaces defining the conduit system <NUM>, such as through walls integral to the base <NUM>. In some variations, the recessed surfaces <NUM> on the top side <NUM> of the base define respective conduit ports <NUM> to the conduit system <NUM>.

In some implementations, the conduit system <NUM> provides fluid communication between the pump and the fluid chambers <NUM> and defines at least part of a flow path (e.g., the first flow path) extending between the fluid chambers <NUM> and the exterior environment of the system. For example, as shown in <FIG>, the system <NUM> may include a conduit system <NUM> having a first conduit 412a with a port disposed therein. The pump housing <NUM>, which contains a pump (or pump assembly), may include a pump housing port that is coupled to the port of the first conduit 412a. However, in some variations, the pump housing <NUM> is disposed through a wall of the first conduit 412a - e.g., through the port of the first conduit 412a - such that the pump housing port resides in the first conduit 412a. An example of such a configuration is shown in the leftmost illustration of <FIG>. Although <FIG> illustrates only a single pump housing, multiple pump housings and respective first flow paths are possible.

In some implementations, the conduit system <NUM> provides fluid communication between the generator and the fluid chambers <NUM> and defines at least part of a flow path (e.g., the second flow path) extending between the fluid chambers <NUM> and the exterior environment of the system. For example, the conduit system <NUM> of <FIG> may include a second conduit 412b with a port disposed therein. The generator housing <NUM>, which includes a generator (or generator assembly), may include a generator housing port that is coupled to the port of the second conduit 412b. However, in some variations, the generator housing <NUM> is disposed through a wall of the second conduit 412b - e.g., through the port of the second conduit 412b - such that the generator housing port resides in the second conduit 412b. An example of such a configuration is shown in the center illustration of <FIG>. Although <FIG> illustrates only a single generator housing, multiple generator housings and respective second flow paths are possible.

In implementations where the pump and the generator are contained in separate housings or as distinct assemblies, such a configuration may allow for an instant energy generation response. For example, while the pump operates to store energy, the generator may operate concomitantly at a lower power level. This tandem operation may reduce or avoid a "startup" delay in generating power.

In some implementations, the conduit system <NUM> provides fluid communication between the fluid chambers <NUM> and both the pump and the generator. In these implementations, the conduit system <NUM> defines at least part of a flow path (e.g., the third flow path) extending between the fluid chambers <NUM> and the exterior environment of the system. The flow path is common to the pump and the generator. For example, the conduit system <NUM> may include a port coupled to the second housing port <NUM> of the housing <NUM>. (The housing <NUM> contains both the pump and the generator. ) In another example, and as shown in <FIG>, the conduit system <NUM> may include a third conduit 412c with a port disposed therein. The combined pump/generator housing <NUM>, which includes a pump (or pump assembly) and a generator (or generator assembly), may include a housing port that is coupled to the port of the third conduit 412c. However, in some variations, the combined pump/generator housing <NUM> is disposed through a wall of third conduit 412c - e.g., through the port of the third conduit 412c - such that the housing port resides in the third conduit 412c. An example of such a configuration is shown in the rightmost illustration of <FIG>. Although <FIG> and 4A illustrate only a single housing (or a single combined pump/generator housing), multiple housings and respective first and second flow paths are possible.

In some implementations, the conduit system <NUM> includes a portion that provides fluid communication between adjacent fluid chambers <NUM> or subgroups of fluid chambers <NUM>. For example, <FIG> presents a schematic diagram, in perspective view, of an example system <NUM> that includes a hexagonal array of domed walls <NUM> extending from a base <NUM>. Three domed walls <NUM> have been omitted in <FIG> to provide visibility to a conduit system <NUM> of the base <NUM>. The hexagonal array of domed walls <NUM> defines, with the base <NUM>, an inner ring of fluid chambers <NUM> nested within an outer ring of fluid chamber <NUM>. The conduit system <NUM> includes individual conduits <NUM> providing fluid communication between adjacent fluid chambers of the hexagonal array. A first type of individual conduit 512a may provide fluid communication between fluid chambers within a ring, such as the outer ring of fluid chambers <NUM>. A second type of individual conduit 512b may provide fluid communication between fluid chambers of differing rings, such as between the inner and outer rings of fluid chambers <NUM>, <NUM>. The example system <NUM> of <FIG> also includes an access lid or hatch <NUM> for each of the hexagonal array of domed walls <NUM>. The access lid or hatch <NUM> may allow selective access to an interior volume of an associated fluid chamber, such as may be require for maintenance or repair. The access lid or hatch <NUM> may also ease manufacturing of the domed walls <NUM>, for example, by removing an overhang portion that would be necessary to complete a spherical cap shape of the domed walls <NUM>.

Now referring back to <FIG>, the example system <NUM> may include an anchor <NUM> configured to couple the base <NUM> to the underwater floor. The anchor <NUM> may be operable to provide an additional downward force onto the example system <NUM> to counteract buoyant forces, such as when the fluid chambers <NUM> are empty. In some variations, the anchor <NUM> is configured to penetrate into the underwater floor. In these variations, the base <NUM> may include a mount (e.g., a through hole in the base <NUM>) for selectively attaching and detaching the anchor <NUM> from the base <NUM>. In some variations, the anchor <NUM> may be a suction pile. The suction pile may be part of the base <NUM> or may be selectively attachable or detachable from the base <NUM>.

In some implementations, the base <NUM> includes a buoyancy chamber. For example, the example system <NUM> illustrated by <FIG> includes a base <NUM> having a plurality of buoyancy chambers <NUM> distinct from the fluid chambers <NUM>. The plurality of buoyancy chambers <NUM> may be integral to the base <NUM> and may include respective ports to receive and discharge fluid (e.g., water, air, etc.). The plurality of buoyancy chambers <NUM> may aid in transport, installation, and retrieval of the example system <NUM> to or from a target location. In particular, the plurality of buoyancy chambers <NUM> may be emptied of water during towing, then filled with water through their respective ports to submerge the example system <NUM> during installation. During operation of the example system <NUM>, the plurality of buoyancy chambers <NUM> may remain filled with water to provide mass and thereby aid in securing the example system <NUM> to the underwater floor. The plurality of buoyancy chambers <NUM> may also allow a greater percentage of the volume (in some cases, the full volume) of the fluid chambers <NUM> to be used for energy storage by pumping nearly all the water out, thereby increasing the energy storage capacity of the fluid chambers <NUM>. In some cases, the plurality of buoyancy chambers <NUM> can be made less expensively than the fluid chambers <NUM> since they are not repeatedly cycled with water during energy storage like the fluid chambers <NUM>.

In some implementations, the base <NUM> includes a pocket configured to hold ballast material. The pocket has an opening accessible from an exterior of the base <NUM> (or an exterior of the example system <NUM>). The ballast material, when present, may provide mass to the example system <NUM> and thereby aid in securing the example system <NUM> to the underwater floor.

In some implementations, the example system <NUM> includes an anchor or ballast material for securing the base <NUM> to the underwater floor. For example, various types of anchors such as suction buckets, piles, screw anchors, or no anchors (relying on gravity forces) can be used to secure the example system <NUM> to the underwater floor. Sand or rock ballast materials can be placed in pockets of the base <NUM> to provide additional low- cost ballast either before transport to the target location or after the example system <NUM> is installed on the seafloor. In some variations, the base <NUM> can be configured with a skirt around its perimeter to act as a suction anchor with the underwater floor or to minimize soil scour after installation. The anchors and skirt can optionally be filled with air or balloons during transport to provide additional buoyancy especially for shallow draft ports.

Although <FIG> depict the example system <NUM> as having three fluid chambers <NUM>, the example system <NUM> can have two or more fluid chambers <NUM>. In some cases, the fluid chambers <NUM> (or domed walls <NUM> associated therewith) may range in size from about <NUM> meters to <NUM> meters in diameter for a utility scale system. Smaller fluid chambers <NUM> may be used, for example, to ease the complexity of manufacturing and improve the logistics of transporting, installing, and retrieving the example system <NUM>. Similarly, the number of anchors <NUM>, inlets, generators, pumps, or buoyancy chambers can be varied from one to a plurality as needed.

In some implementations, the fluid chambers <NUM> of the example system <NUM> are arranged in a pattern. For example, the fluid chambers <NUM> can be arranged in a circular pattern to provide seakeeping stability during towing, installation, and recovery. The circular pattern may also reduce or minimize a quantity of materials used to construct the base <NUM>. Alternatively, fluid chambers <NUM> can be arranged in an array or matrix pattern such as a rectangle to ease the manufacturing of the base <NUM>. For example, the base <NUM> may be configured in a linear or rectangular shape similar to a barge. This linear or rectangular shape may allow the base <NUM> (or example system <NUM>) to fit in ports or dry docks that exist to fabricate and maintain large ships.

For example, <FIG> present respective schematic diagrams showing perspective and top views of an example linear-shaped system <NUM> for storing energy underwater. The example linear-shaped system <NUM> is analogous to the example system <NUM> described in relation to <FIG>. The example linear-shaped system <NUM> includes a linear base <NUM> and a plurality of domed walls <NUM> extending therefrom that collectively define a row of fluid chambers <NUM>. The example linear-shaped system <NUM> also includes a plurality of housings <NUM>, each containing a pump and a generator. The plurality of housings <NUM> are in fluid communication with the row of fluid chambers <NUM>.

In another example, <FIG> presents a schematic diagram, in top view, of an example rectangular-shaped system <NUM> for storing energy underwater. The example rectangular-shaped system <NUM> is analogous to the example system <NUM> described in relation to <FIG>. The example rectangular-shaped system <NUM> includes a rectangular base <NUM> and a plurality of domed walls <NUM> extending therefrom that collectively define a rectangular array of fluid chambers <NUM>. The example rectangular shaped system <NUM> also includes a plurality of housings <NUM>, each containing a pump and a generator. The plurality of housings <NUM> are in fluid communication with the rectangular array of fluid chambers <NUM>.

In some implementations, the geometry of the domed walls <NUM> and the base <NUM> can be varied to change a relative proportion of the base <NUM> to the plurality of domed walls <NUM>. The relative proportion may be selected to ease manufacturing the base <NUM> or the plurality of domed walls <NUM>, to alter a buoyancy of the example system <NUM> for towing in available draft in the port, to achieve improved hydrodynamic stability during towing and installation, to improve a strength of the base <NUM> by increasing its size, or some combination thereof. For example, the base <NUM> and the plurality of domed walls <NUM> may each be associated with about half of the interior volume of the fluid chambers <NUM>. In another example, such as shown in <FIG>, the base <NUM> and the plurality of domed walls <NUM> may each be associated with, respectively, about <NUM>% and about <NUM>% of the interior volume of the fluid chambers <NUM>.

In some implementations, the base <NUM> couples the plurality of domed walls <NUM> together. The base <NUM> may also integrate hydraulic ports, provide additional gravitational mass to counteract buoyant forces, include buoyancy chambers that are independent of the fluid chambers <NUM>, and act as a barge for floatation in shallow draft ports.

In some implementations, the base <NUM> may include a mechanical interface for coupling to the base of another system <NUM>. For example, <FIG> presents a schematic diagram, in perspective view, of two instances 200a, 200b of the example system <NUM> of <FIG> coupled to each other through respective mechanical interfaces 226a, 226b. The mechanical interfaces 226a, 226b may include respective surfaces (e.g., flat surfaces) capable of mating with each other. One or both of the two instances 200a, 200b may include a means for selectively coupling the two instances 200a, 200b to each other. For example, a clamp may be configured to secure the mechanical interface 226a of the first instance 200a against the mechanical interface 226b of the second instance 200b. In another example, the mechanical interfaces 226a, 226b may each include a through-hole in a wall of their base. The through-holes may be positioned to align and define a continuous passage when the mechanical interfaces 226a, 226b engage each other. A threaded bolt may be disposed through the passage to secure - in conjunction with a nut and washer - the mechanical interface 226a of the first instance 200a against the mechanical interface 226b of the second instance 200b.

Each of the two instances 200a, 200b may utilize a single generator/pump assembly in a housing (e.g., respective housings 216a, 216b) to service multiple fluid chambers <NUM>. This configuration may reduce the manufacturing cost of each instance 200a, 200b, a considerable portion of which, is anticipated to result from the pump and the generator. The configuration may also improve a reliability of the instances 200a, 200b by reducing a number of parts and possible failure modes. Limiting the number of fluid chambers <NUM> in each instance 200a, 200b to a small number (e.g., less than <NUM>) can keep the base <NUM> small enough that an instance can be manufactured in one piece using large scale 3D concrete printing equipment. The instances 200a, 200b can also be manufactured and serviced using existing port facilities (e.g., dry docks) and equipment due to its smaller size. An instance with only one or two fluid chambers <NUM> may also be a desirable configuration. However, the triangular shape of an instance using three fluid chambers <NUM> may provide more seakeeping stability and control during towing and deployment.

The example system <NUM> can be deployed as a stand-alone, long-term energy storage system to complement onshore sources of energy generation, such as onshore wind, solar, fossil fuel electrical generation, or be synergistically integrated with offshore wind, offshore solar, or wave energy deployments. In the latter case, the example system <NUM> may further reduce the capital and operational costs of the integrated deployment by sharing controls, electrical cables, maintenance equipment, and so forth. The example system <NUM> can be deployed without being coupled to a tether, for example, not used as an anchor for a floating wind turbine. In some cases, the example system <NUM> may be electrically coupled to only a transformer station.

In some implementations, the example system <NUM> includes an electrical cable that communicates electrical power between an onshore electrical system and one or both of the pump and the generator. <FIG> presents an example of such a configuration in its rightmost illustration. In some implementations, the example system <NUM> includes an electrical cable that communicates electrical power between an offshore platform and one or both of the pump and the generator. <FIG> presents an example of such a configuration in its middle and leftmost illustrations. In some implementations, the example system <NUM> includes an electrical cable that communicates electrical power between a transformer and one or both of the pump and the generator. In these configurations, the transformer may operate to transform a voltage, a current, or a phase of electrical energy supplied to or received from the pump or the generator. For example, the transformer may step up or step down an input voltage to supply an output voltage to the pump. As another example, the transformer may step up or step down an input voltage received from the generator to provide an output voltage. In some implementations, the transformer is electrically coupled to a source of electrical energy (e.g., a solar panel, a wind turbine, a natural gas turbine, a wave energy device, etc.) or an electrical load (e.g., an electrical grid for utility service, an industrial plant, etc.). Other types of electrical connections are possible.

Now referring to <FIG>, a schematic diagram is presented, in cross-section, of an example pump assembly <NUM>, an example generator assembly <NUM>, and an example combined pump/generator assembly <NUM> for an underwater energy storage system. The example pump assembly <NUM>, the example generator assembly <NUM>, and the example combined pump/generator assembly <NUM> are contained in respective tubular housings, each of which having first and second ends. The first ends are disposed in a conduit of a conduit system and the second ends are exposed to an exterior environment (e.g., an underwater environment). The first ends have respective first openings that allow an exchange of fluid with the conduit system, and the second ends have openings that allow an exchange of fluid with the exterior environment. A debris screen covers each of the second openings to prevent debris or unwanted objects from entering the tubular housings. In some variations, the tubular housings may include one or more valves to control a flow of water therethrough (e.g., control magnitude of flow, a direction of flow, etc.).

The example pump assembly <NUM>, which may include a turbine, is configured to allow a flow of fluid (e.g., water) from the conduit system to the exterior environment. When the pump of the example pump assembly <NUM> operates to transport fluid from the conduit system to the exterior environment - e.g., transport water against a hydrostatic pressure of the exterior environment - the pump may operate to store energy. Conversely, the example generator assembly <NUM>, which may also include a turbine, is configured to allow a flow of fluid (e.g., water) from the conduit system to the exterior environment. When the generator of the example generator assembly <NUM> moves (e.g., rotates) in response to fluid moving from the exterior environment to the conduit system - e.g., water driven by action of the hydrostatic pressure of the exterior environment - the generator may operate to produce electrical energy. The example combined pump/generator assembly <NUM> is configured to allow a flow of fluid (e.g., water) bi-directionally between the conduit system and the exterior environment. The pump and the generator of the example combined pump/generator assembly <NUM> may operate analogously to, respectively, the pump of the example pump assembly <NUM> and the generator of the example generator assembly <NUM>. In some variations, the pump and the generator of the example combined pump/generator assembly <NUM> may be coupled to each other, such as through one or more gears or a shaft shared in common. The combined pump/generator assembly <NUM> may include a turbine, such as a turbine shared in common by the pump and the generator.

In certain cases, the components of the example system <NUM> - e.g., the base <NUM>, the plurality of domed walls <NUM>, the anchor <NUM>, the housing <NUM>, and so forth - can be manufactured using additive manufacturing methods, such as automated 3D concrete printing or spray methods. These methods may reduce the manufacturing cost and footprint, increase production rates, and improve worker safety. In some instances, the methods may include conventional processes such as casting of concrete materials or incorporating steel components or reinforcement. In some implementations, one or more of the plurality of domed walls <NUM> are formed at least in part of hardened layers of cementitious material deposited successively on top of each other (e.g., by printing, spray, etc.). In some implementations, the base is formed at least in part of hardened layers of cementitious material deposited successively on top of each other e.g., by printing, spray, etc.).

Several methods exist for manufacturing, transporting, launching, and recovering an MPH system (e.g., the example system <NUM> of <FIG>) from an installation site. The methods can be used in various combinations depending on the available facilities, resources, equipment, and system requirements. In some implementations, the methods include using 3D concrete printing and automated concrete spraying to fabricate the MPH system on a low cost barge located next to a quay. The completed MPH system is then transported on the barge to deeper water near the installation site for launching and installation. A multipurpose semi-submersible may be used to lift the MPH system from the barge and lower it to the underwater floor (e.g., a seabed) for installation. The process may be reversed for recovery, operations and maintenance, or decommissioning.

In some implementations, the methods include the use of concrete printing and concrete spraying to manufacture the MPH system. The methods may also include manufacturing the MPH system on a floating platform. In some implementations, the methods include using a multi-purpose floating platform to lift the MPH system from a barge. The methods may also include using the multi-purpose floating platform to transport or position the MPH system for installation and recovery. The methods may additionally include using the multi-purpose floating platform transport to lower or raise the MPH to or from the underwater floor.

Several methods of manufacturing can be used to fabricate the cementitious components of the MPH system, such as concrete casting, 3D Concrete Printing (3DCP), concrete spraying, or some combination thereof. The methods may be used to fabricate portions of the MPH structure or the entire structure. In some implementations, the methods include 3D printing concrete to fabricate one or more walls of a domed structure and a base followed by spraying of concrete onto the walls. The 3DCP-fabricated wall may form a type of stay-in-place formwork onto which additional concrete materials can be sprayed using a manual or automated concrete spraying system (e.g., in a shotcrete deposition). As such, the methods may quickly create a highly consolidated, high strength bond with the 3DCP formwork and reinforcement materials. The shotcrete materials can be sprayed on an interior or exterior of the stay-in-place formwork or on both sides using a manual or automated process.

Spraying of concrete, sometimes referred to as shotcrete deposition or a shotcrete process, may include applying projected concrete at high velocity primarily onto a vertical or overhead surface. The impact created by the deposition consolidates the concrete. Although the hardened properties of shotcrete concrete are similar to those of conventional cast-in-place concrete, the nature of the deposition process results in an excellent bond with most substrates. The shotcrete process also allows for rapid or instant fabrication capabilities, particularly with complex forms or shapes. The shotcrete process can require less formwork and can be more economical than conventionally placed concrete. Shotcrete cementitious material may be applied using a wet-mix or dry-mix shotcrete process. The wet-mix shotcrete process mixes all ingredients, including water, before introduction into the delivery hose. The dry-mix shotcrete process adds water to the mix at the nozzle. Shotcrete deposition can be used in new construction or repairs of existing construction, and is suitable for curved and thin elements.

In some implementations, the sprayed, printed, and cast cementitious materials incorporate aggregates and various reinforcement materials. These materials may also use binders such as Portland cement or geopolymer cement. Fibrous reinforcement materials such as basalt, polymer, glass, carbon, or steel fibers can be mixed and applied during the printing or spraying process to increase the strength of the hardened concrete body. The fibrous reinforcement materials may also help mitigate shrinkage effects during hardening and curing. Meshes and cable reinforcement can also be incorporated into the 3D printing process. In some instances, the meshes and cable reinforcement may also be applied between applications of printing or spraying.

In some implementations, the 3DCP process can be used to incorporate features such as channels, guide holes, or shelves into the stay-in-place formwork that facilitate the placement and positioning of reinforcement materials (e.g., rebar, post tensioning cables, etc.). The features may also allow for the placement and positioning of MPH system components, such as valves, pipes, screens, flanges in the formwork, and so forth. The MPH system components can be bonded to the existing cementitious materials or to other components using additional materials applied with 3DCP, shotcrete, casting, or grouting, such as shown in <FIG>. For example, during an initial stage of the 3DCP process, such as shown in the leftmost illustration of <FIG>, an inner wall of a dome is formed by successively depositing layers of cementitious material on top of each other (e.g., by 3D concrete printing). Geometric features such as grooves or tabs for locating reinforcement materials can be formed at this stage as the inner wall is being formed. During a subsequent stage of the 3DCP process, such as shown in the middle illustration of <FIG>, reinforcement materials such as rebar are positioned on the inner wall. During a final stage of the 3DCP process, such as shown in the rightmost illustration of <FIG>, deposition of the layers of cementitious materials continues, thereby covering or embedding the reinforcement materials in the inner wall. For example, the cementitious materials may be sprayed on the reinforcement materials and inner wall. The sprayed cementitious material bonds the reinforcement materials to the inner wall and protects the reinforcement materials from corrosive chemical attack (e.g., from a marine environment).

In some implementations, the MPH system is manufactured onshore, such as on a quay. Components for the MPH system may be transferred directly into the water from the quay using heavy lifting equipment (e.g., crane). The components may also be loaded onto a floating platform or vessel using a rail and jacking system designed for moving heavy lifting equipment, such as shown in <FIG>.

In some implementations, the MPH system is manufactured in a graving dry dock. <FIG> presents a schematic diagram of an example graving dry dock. The graving dry dock may be a dock used for ship construction (or repair) that is constructed on land adjacent to water. The graving dry dock may have a rectangular shape with a gate to control water flow. Manufacturing of the MPH system can occur in the graving dry dock with the gate closed and water pumped out. After manufacture of the MPH system is complete, water can be pumped into the graving dry dock, the MPH system floated, and the gates opened to allow the MPH system to be floated and wet towed to the installation site.

In some implementations, the MPH system is manufactured on a floating platform. Onshore construction plants and graving docks of sufficient size, capacities, and numbers for the mass manufacturing of MPH systems may often be unavailable in many desired locations. Moreover, onshore construction sites may require expensive lifting equipment or may be located in ports that are potentially too shallow to wet-tow a larger MPH system. These challenges can be overcome by manufacturing the MPH system on a floating platform such as a barge, a floating dry dock, or a vessel next to a quay. The floating platform can be positioned alongside a quay to facilitate the transfer of materials and labor to the floating platform, as needed, to manufacture the MPH system.

<FIG> presents a schematic diagram, shown in perspective view, of an example dry-dock floating platform that is stationed at a dock and contains multiple MPH systems therein. The example dry-dock floating platform includes a 3D manufacturing system (e.g., a 3D printing or spray system), which is represented by a framed structure in <FIG>. The 3D manufacturing system may be used to manufacture the MPH systems, such as by successively depositing layers of cementitious material on top of each other (e.g., by printing, spraying, etc.). The MPH systems may be in the process of being manufactured. <FIG> presents a schematic diagram, in top view, of the example dry-dock floating platform of <FIG>.

<FIG> presents a schematic diagram, in perspective view, of the example submersible barge located on a body of water. The example submersible barge, which corresponds to a floating platform, may be transporting the MPH systems over the body of water or be positioned to install the MPH systems at a target location under the body of water (e.g., the underwater floor). <FIG> presents a schematic diagram, in top view, of the example submersible barge of <FIG>. The example submersible barge includes a 3D manufacturing system (e.g., a 3D printing or spray system), which is represented by a framed structure in <FIG>. The 3D manufacturing system may be used to manufacture the MPH systems, such as by successively depositing layers of cementitious material on top of each other (e.g., by printing, spraying, etc.).

In some variations, the floating platforms my include equipment for the 3D printing and spraying of cementitious materials. The equipment may be part of one or more automated manufacturing systems. The 3D printing and concrete spraying process may eliminate removeable formwork, thereby reducing the work area required for manufacturing an MPH system on the floating platform. Moreover, automated manufacturing systems (e.g., 3D printers, 3D shotcrete systems, and reinforcement systems) may allow several floating platforms and manufacturing systems to be used simultaneously, thereby increasing production rates. Furthermore, the automated manufacturing systems and other necessary equipment (e.g., such as material delivery and hoisting equipment) can be placed on the floating platform to create a mobile factory capable of being used at and moved to different ports.

Certain configurations of an MPH system may include massive structures that make transporting, launching, and recovering the MPH system challenging. For example, an MPH system based on four storage spheres and designed for utility-scale grid storage could weigh on the order of <NUM>,<NUM> tons. Such weight is more than most onshore crane systems can lift and the corresponding size can prevent transportation over roads. In some aspects of what is described here, a method for transporting an MPH system may include a wet tow process, a deck carry process, or both. Wet towing or deck carrying (e.g., such as with a submersible vessel) can also be used to help launch and recover the MPH system at the installation site.

At the installation site, buoyancy chambers in the MPH system can be filled with water to lower the MPH system to an underwater floor in a controlled fashion. Alternatively, lifting equipment can be used to lower the MPH system to the underwater floor. After the MPH system reaches the underwater floor, a variety of anchoring mechanisms, such as screw anchors or suction anchors (or suction piles), can be embedded into the seafloor to secure the MPH system to the underwater floor, if desired. Alternatively, the MPH system can be fastened to a preinstalled foundation system already anchored to the underwater floor. The use of a preinstalled foundation system may allow faster installation and retrieval of the MPH system for maintenance purposes. The lowering process can be reversed for recovery of the MPH system.

In some implementations, the method for transporting the MPH system includes a wet tow process. In these implementations, the MPH system may be designed with sufficient buoyancy and sea-keeping ability that it can be floated and wet-towed to a desired location. For example, the MPH system may be floated and wet-towed from a manufacturing site to an intermediate site (e.g., a wet storage site) or to an installation site. <FIG> presents a schematic diagram of an example wet-tow process that includes multiple MPH systems being towed by tug boats on the surface of a body of water.

Supplemental buoyancy systems can be used to provide additional buoyancy during wet-towing, installation, or retrieval if desired by attaching them to the MPH system. In some variations, one or more buoyancy chambers are integrated into the MPH system, such as shown in <FIG>. Alternatively, a floating crane can be used to perform or assist in the lowering (or raising) of the MPH system to the underwater floor. However, in some cases, wet towing may require a graving dock or large onshore construction crane to move the MPH system into or from the water. Moreover, the water at some ports may lack sufficient depth to float a large utility scale MPH system and the wet-towing process can make sea-keeping challenging in rough seas.

In some implementations, the method for transporting the MPH system includes a deck carry process. In these implementations, the MPH system may be manufactured on or loaded onto a floating platform, such as a floating dry dock, submersible heavy-lift vessel, submersible barge, or non-submersible barge. The MPH system may then be transported on the deck to the installation site. Submersible floating platforms - such as floating dry docks, submersible barges, and submersible heavy lift vessels - can transport launch, and recover the MPH system because these platforms can submerge sufficiently to float the MPH system off or on a support surface (e.g., a deck, an underwater floor, etc.) for installation or recovery. These submersible structures can be built in various sizes and be positioned beside a dock for easy transfer of labor and materials. The submersible structures can also be floated to deeper waters for unloading deep draft structures. Standard non-submersible barges and vessels will require an additional lifting system for launching and recovery, such as a floating crane.

In some implementations, an MPH system is manufactured on a floating dry dock, submersible vessel or platform, such as shown in <FIG>. A floating dry dock is similar to a graving dry dock, but is a floatable structure having the cross-sectional form of a "U" structure. <FIG> presents a schematic diagram of an example floating dry dock. The floating dry dock may contain a system of valves and buoyancy chambers in its walls and floors that can be opened to fill up with water. These features allow the floating dry dock to raise or lower. Once the MPH system is ready for launching, the floating vessel, platform, or drydock is ballasted to fill the chambers with water allowing it to submerge. The MPH system may then be floated out of the dock or away from the vessel. If the draft of the MPH system is too deep for a port, the dry dock can be floated to deeper water before ballasting the systems and launching the MPH system.

While this specification contains many details, these should not be understood as limitations on the scope of what may be claimed, but rather as descriptions of features specific to particular examples. Certain features that are described in this specification or shown in the drawings in the context of separate implementations can also be combined. Conversely, various features that are described or shown in the context of a single implementation can also be implemented in multiple embodiments separately or in any suitable sub-combination.

Claim 1:
A system (<NUM>) for storing energy underwater, comprising:
a base (<NUM>) having a bottom side (<NUM>) resting on an underwater floor and a top side (<NUM>) comprising a plurality of recessed surfaces (<NUM>);
a plurality of domed walls (<NUM>) extending from the top side of the base to form respective fluid chambers (<NUM>), each of the fluid chambers comprising an interior volume that is at least partially defined by one of the recessed surfaces and an interior surface of one of the domed walls;
a pump configured to pump water from the fluid chambers toward an exterior environment of the system; and
a generator configured to generate electrical energy in response to water flowing from the exterior environment into the fluid chambers.