|Publication number||CA2728362 C|
|Application number||CA 2728362|
|Publication date||8 Jan 2013|
|Filing date||30 May 2009|
|Priority date||17 Jun 2008|
|Also published as||CA2728362A1, CN102124210A, CN102124210B, EP2294311A2, US20110113769, WO2010003412A2, WO2010003412A3|
|Publication number||CA 2728362, CA 2728362 C, CA 2728362C, CA-C-2728362, CA2728362 C, CA2728362C, PCT/2009/124, PCT/DK/2009/000124, PCT/DK/2009/00124, PCT/DK/9/000124, PCT/DK/9/00124, PCT/DK2009/000124, PCT/DK2009/00124, PCT/DK2009000124, PCT/DK200900124, PCT/DK9/000124, PCT/DK9/00124, PCT/DK9000124, PCT/DK900124|
|Applicant||Godevelopment Aps, Jan Olsen, JOLTECH ApS|
|Export Citation||BiBTeX, EndNote, RefMan|
|Classifications (12), Legal Events (1)|
|External Links: CIPO, Espacenet|
AN ENERGY STORAGE SYSTEM
The present invention relates to a storage system for storing energy. In particu-lar, the invention relates to a system capable of storing a large amount of en-ergy at a fixed location. The invention further relates to a method of compensat-ing for fluctuations in a power supply and a method of preventing a low-ground area from being flooded.
BACKGROUND OF THE INVENTION
The capability of storing large amounts of energy is demanded not least due to 1o the increasing use of renewable energy sources e.g. solar, water or wind power, or due to the use of electrical power plants which operate most efficiently with a constant output or plants which provide a power output which cannot be ad-justed very fast. In such power systems - or power grids, the fluctuation in de-mand for electrical power causes a strong need for storing surplus energy for later use.
Batteries and other chemical-based energy storage systems typically suffer from being expensive and space consuming relative to the energy which can be stored. Additionally, toxic or environmentally hazardous elements such as acid, heavy metals or hydrogen etc often limit the applicability of such systems in large scale systems. Also the limited availability of specific materials, such as lead or other metals for batteries, may prevent the building of large scale sys-tems.
In a so called "pumped energy storage", US 2005/0034452 is an example of this type, water is typically pumped between two reservoirs located at different alti-tudes. The lower reservoir is typically a lake or the sea. This solution, however, requires a specific configuration of the ground, preferably near a lake or at the coast, and the necessary difference in altitude may not always be available.
In addition, leakage of water, not least salt water or otherwise polluted water from an elevated location may cause severe damage to the ground water. Further-more, known pumped energy storages are typically designed for the maximum possible storage capacity, because the cost of subsequent extensions of the capacity is relatively high. One reason for this is that e.g. basins and pipes can-not be changed without taking the storage system out of operation for a long period of time. Therefore, turbines, pumps, pipes, motors and generators are 1o typically dimensioned to the specific storage location, which typically requires expensive custom design of each storage plant. Known pumped energy storage systems are therefore too expensive to implement as power backup for very large scale power systems.
In general, known systems have a limited scalability and have till now only been used for storage of very small energy amounts, especially when compared to the storage capacity needed to compensate for fluctuations in e.g. a nation-wide electrical power grid. Building a system based on known technologies in a scale large enough for such a purpose, would typically require more space or amounts of materials than is available - at least within an economically reason-2o able frame.
DESCRIPTION OF THE INVENTION
It is an object of the invention to provide a system which can store large amounts of energy without use of environmentally undesired chemicals.
It is a further object of the invention to provide an energy storage system which poses only a small risk of polluting the ground water.
It is a further object of the invention to provide an energy storage system which may be placed close to the sea in flat coastal areas.
It is a further object of the invention to provide a modular, economically attrac-tive and easily scalable energy storage system which can be built from stan-dardized equipment and at the same time be built in a scale large enough to enable compensation of fluctuations in a large electrical power grid.
According to a first aspect, the invention provides an energy storage system comprising a reservoir, a load, and an energy conversion structure.
The load and the reservoir are provided so that a volume of the reservoir can be increased by displacement of the load away from a starting point and so that the load, under influence of gravity, can return towards the starting point upon de-1o crease of the volume.
The energy conversion structure is adapted to increase the volume under con-sumption of energy by pumping a fluid medium into the space, and to decrease the space by releasing the fluid medium from the space while converting flow energy in the fluid medium to mechanical energy.
The mechanical energy may constitute only a preliminary conversion step since the mechanical energy would typically be converted again into electrical energy.
When surplus electrical power is available in an electrical power grid, the sur-plus power may be consumed while the load is displaced against gravity away from a starting point. When power is needed at a later point in time, the process may be reversed and the potential energy of the raised load may be regener-ated as electrical power. Accordingly, a storage system capable of storing large amounts of energy is provided, and since the energy is stored by use of gravity, no hazardous or potentially polluting or costly chemicals need to be involved in the process. Since the flow energy is provided by conversion of the potential energy stored in the load when the load is raised form the starting point, the system may be implemented also at flat locations without any natural altitude differences in the landscape;
The load may be naturally existing material such as soil, sand, clay, gravel, pebbles etc. preferably comprises materials naturally existing in the ground where the system is made.
The reservoir may e.g. be constituted by a flexible membrane which is arranged below ground. In this case, the ground may constitute the load. Typically, the reservoir would be made for storage of regular water, e.g. salt water or fresh water from a lake or from the sea. In this case, the reservoir may also constitute or form part of a fresh water supply, an emergency reservoir for fire fighting purpose, or it may be used for preventing low grounds from being flooded, e.g.
io in case of emergency.
In one embodiment, the reservoir comprises a membrane forming an enclosed space, and the load acts upon an upper layer of the membrane. The upper membrane layer may be joined to a lower layer so that a space is formed be-tween the layers, the layers may be joined in a joint-zone at an edge portion of the layers, and the joint-zone being located below the remaining part of the res-ervoir.
In one embodiment, the upper and lower membrane layers are made of differ-ent materials.
In a further embodiment, the upper membrane layer is made of a material hav-ing a density lower than the fluid medium and the lower membrane is made of a material having a larger density than the fluid medium. By selecting different materials, it will be possible to avoid descending or ascending of the membrane layer in a situation, where the surrounding earth is saturated with water.
The membrane could be made from a polymer material and it could generally be of the kind known for swimming pools etc. A suitable material could be high density polyethylene (HDPE). The reservoir could have a solid bottom e.g.
made of concrete, or the membrane may comprise an upper and a lower flexi-ble layer joined along the edges thereof. The membrane could be made e.g. of metal or bentonite, or by saturating a sand layer with tar or another material with similar properties.
An edge of the membrane may be buried to a depth below the remaining part of the reservoir. This will compensate for the fluid pressure inside the reservoir 5 and support the joint between the upper and lower flexible layers of the mem-brane. The edge could typically have a depth of up to two meters or more below the bottom of the remaining part of the reservoir.
To protect the membrane against damage, a layer of sand may be arranged be-low the reservoir.
The load preferably comprises materials naturally existing in the ground where the system is made, like soil, sand, clay, gravel, pebbles etc.
Typically, the reservoir could have a size in the range of between 400x400x8 and 500x500xl2 meters, i.e. a surface size of 160,000-250,000 square meters and a height of 8-12 meters. The load could be constituted by a 20-25 meters thick layer of soil, pebbles, gravel, sand, clay or similar naturally existing mate-rial in the ground where the system is made. In this way, the existing ground could be removed in an area of the above mentioned 160,000-250,000 square meters in a layer thickness of 20-25 meters and a membrane which forms an enclosed space could be arranged where the ground-material is removed. Sub-sequently the enclosed space is connected by a conduit system to'the energy conversion structure, and the removed ground-material is re-arranged on top of the membrane. With a soil density of 2,500 kg pr cubic meter, the storage may obtain a capacity of approximately 200 MWh and a water pressure when the reservoir is filled with water, of approximately 5 bar. The system may preferably be dimensioned for an operating water pressure in the range between 2 bar and 10 bar, which allows for both the use of efficient turbines and the use of stan-dard piping materials.
Herein, the starting point is defined as the position of the membrane when the reservoir is empty. The starting point could e.g. be a position where the upper layer and the lower layer contact each other.
By flow energy of the fluid is herein meant e.g. the kinetic or potential energy which is derivable from the fluid when it flows out of the reservoir.
In one embodiment the conversion structure comprises a turbine which is oper-able by mechanical energy by displacing fluid into the reservoir and operable by flow energy of the fluid to provide mechanical energy.
Furthermore the conversion structure may comprise a generator operable with 1o the mechanical energy to provide electrical energy.
The energy conversion structure may be e.g. a standard pumping turbine such as a Francis turbine, a double-controlled diagonal turbine such as a Deriaz tur-bine, or a vertical Kaplan turbine. The conversion structure may also comprise a pump and a turbine as separate components where the pump is used for filling the fluid into the reservoir and the turbine is used for converting the flow energy from the fluid into mechanical energy. The conversion structure may further comprise a combined drive and generator means which can drive the turbine based on electricity and which can provide electricity, when driven by the tur-bine. The conversion structure may also comprise a motor and a generator as two separate components.
As mentioned already, the fluid medium in question would typically be water or similar liquids which are essentially incompressible at the aforementioned 2-bar pressure. The use of an incompressible fluid with a density substantially lar-ger than that of air improves both the efficiency and the safety of the system. It also ensures that the reservoir ceiling will move up- and downwards in a con-trolled and stable way.
To determine the energy content in the system, a height measuring structure may be arranged to determine a height of the reservoir. In one example, the height measuring structure simply determines the distance by which the ground above the reservoir has been raised above a zero-level with no energy in the system. In another example, the distance between the upper and lower layers in the reservoir is measured, e.g. by use of optic or acoustic, i.e. a sonar-based measuring devices. Several devices may be used to determine a more detailed height profile of the reservoir ceiling. The energy content may also be deter-mined by measuring a flow of the fluid medium when it is pumped into or dis-co placed out of the reservoir.
To enable detection of leakage of the fluid medium from the reservoir, the sys-tem may comprise a leak detection structure that may be a structure comprising a sensor adapted to acoustic sensing. A sensor for acoustic sensing can detect fluid flow, e.g. within the reservoir or through holes in the reservoir wall, or which can detect movement of the load. Alternatively, or additionally, the sys-tem may comprise a fluid sensor, e.g. arranged in communication with the res-ervoir via a drainage conduit which is provided below and/or above the reservoir to drain possibly leaked fluid to the fluid sensor. Herein, a fluid sensor means a sensor adapted to detect the occurrence of a fluid and/or adapted to measure a property of a fluid, such as e.g. salinity.
Advantageously, the system comprises a plurality of reservoirs, each arranged below a load which thereby acts upon the reservoir, so that the volume of the reservoirs can be increased by displacement of the load away from the starting point, and so that the load can return towards the starting point upon a de-crease of the volume, wherein the energy conversion structure is connected to each reservoir via a connection structure comprising a valve for each reservoir.
To increase flexibility and performance, the system may comprise a plurality of the mentioned reservoirs. In this case, the energy conversion structure may be connected to each reservoir via a connection structure which comprises a valve for each reservoir so that they can be activated or deactivated individually.
The system may further comprise several energy conversion structures, each con-nected to its own set of reservoirs. Thus, the system may easily be scaled, since it may include an amount of standard components to match a requirement of a specific situation. If the need for storage capacity increases, additional res-ervoirs and energy conversion structures may be added without having to deac-tivate the existing elements of the system.
The system may comprise a plurality of reservoirs, e.g. completely separate reservoirs and/or reservoirs with different loads, e.g. reservoirs wherein the amount of soil or sand on top of each reservoir is individually adapted. The use of different loads on different reservoirs facilitates an efficient use of the system, it facilitates a more flexible adaptation of specific storage needs, and it facili-tates use of equally dimensioned energy conversion structures even when the reservoirs are placed at different altitudes with respect to the energy conversion structures, e.g. in a sloping landscape. On locations far from natural water sources the system may pump water between reservoirs located at different alti-tudes and/or with different loads. As an example, a solar power plant could be electrically connected to a system comprising two reservoirs, whereof one res-ervoir could be placed deep below the surface of the soil or sand and the other reservoir shallow, such that there would be a pressure difference between the water pressures in the two reservoirs. Using an enclosed low-pressure reservoir would prevent water from evaporating, like it would from an open reservoir. In this way, a constant-power solar power plant could be realized e.g. in a desert area.
For maintenance and inspection purpose, the reservoir may comprise a lock which allows entrance of service personnel and/or a robot.
In a second aspect, the invention provides a method of compensating for fluc-tuations in demand or production in an electrical power supply system. Accord-ing to this method a system of the kind described above is provided. The vol-ume of at least one reservoir is increased under consumption of surplus electri-cal power from a power supply by pumping a fluid medium into the reservoir. At a later point in time, when electrical power is demanded, the space is de-creased again by releasing the fluid medium from the space while converting flow energy in the fluid medium to electrical energy.
In a third aspect, the invention provides a method to prevent a low-ground area from being flooded. According to this method a system of the kind described above is provided below ground between the low-ground area and a body of water, and the reservoir is used as a dynamic dike. The term "body of water"
refers to large accumulations of water, such as oceans, seas and lakes, but it may also include smaller pools of water such as ponds, puddles or wetlands, 1o rivers, streams, canals, and other geographical features where water may cause damage to adjacent low-ground areas, or where a controlled flooding of low-ground areas is desirable, e.g. for irrigation.
The volume of at least one reservoir is increased or decreased depending on a water level of an adjacent lake, sea or river, and/or depending on the need to store surplus energy or to release stored energy. In this way, the ground can be raised to prevent a low-ground area from being flooded. Likewise, the ground can be lowered in order to flood a low-ground area depending on the need for irrigation of the area, which may be e.g. an agricultural area.
DETAILED DESCRIPTION OF THE INVENTION
In the following, preferred embodiments of the invention will be described in fur-ther details with reference to the drawings in which:
Fig. 1 illustrates a cross-section of an energy storage system according to the invention;
Fig. 2 illustrates the reservoir of the system in Fig. 1 in further details;
Fig. 3 illustrates the system from Fig. 1 in a perspective view;
Figs. 4-8 illustrate various embodiments of the system with several reservoirs;
and Fig. 9 illustrates the reservoir of the system in Fig. 1 with drainage conduits.
Fig. 1 illustrates in a cross-section, an energy storage system 1 comprising a 5 reservoir 2 forming a space below ground level 3. A load 4, constituted by a layer of sand or soil, acts on the reservoir 2 so that the volume of the space can be increased by displacement of the soil in an upward direction, indicated by the arrow 5, away from a starting point and so that the soil, under influence of grav-ity, can return towards the starting point when the volume decreases. Accord-1o ingly, the weight of the soil provides a bias-force on the reservoir 2 towards a smaller volume.
The energy storage system I further comprises an energy conversion structure 6 which can pump water into the space and thereby increase the volume by displacing the load 4 against its weight. The energy conversion structure 6 can also operate in a reversed mode where the water is displaced out of the reser-voir 2 by the bias-force provided by the load 4. In this mode, the flow energy is converted by the conversion structure 6 to mechanical energy. In the disclosed embodiment, the conversion structure 6 comprises a turbine located in a turbine chamber 7 below ground. The turbine chamber 7 is connected by an upstream conduit 8 to the reservoir 2, and by a downstream conduit 9 to a water supply 10, in this case a lake.
Above ground, the energy conversion structure 6 comprises a combined electri-cal motor and electrical generator 11. When surplus electrical power is avail-able, the conversion structure 6 receives electrical power from the power supply 12 via the connection 13. The power is consumed by the electrical motor 11 and water is pumped from the water supply 10 into the reservoir 2. When electrical power is needed, water is released from the reservoir 2 and the flow energy makes the turbine rotate. The turbine thereby drives the electrical generator which delivers electrical power to the power supply 12.
The energy storage system 1 comprises a lock 14 with a hatch cover which provides a sealable way to access the reservoir 2 for inspection and mainte-nance, e.g. by a diver or a robot.
The reservoir 2 is illustrated in further details in Fig. 2. The reservoir 2 com-prises a membrane forming an upper layer 15 towards the load 4 and a lower layer 16 towards the ground below the reservoir 2. The upper layer 15 may be made of a material having a density lower than the fluid in the reservoir and the lower membrane layer may be made of a material having a larger density than the fluid in the reservoir. Both layers are located approximately 10-30 meters 1o below the ground surface 17, and they are joined peripherally along the edge 18 so that they form a sealed space 19. To strengthen the assembly between the layers 15, 16 and to compensate for the fluid pressure inside the reservoir 2, the edge 18 is buried to a lower depth than the remaining part of the reservoir 2.
The height of the soil or sand on top of the reservoir may be individually adapted to the density of the soil/sand at each specific location. This allows for the use of standardized turbines, generators etc., which are optimized for a specific flow and pressure, thereby making the implementation less expensive and at the same time increasing the energy efficiency of the system.
Fig. 3 illustrates the system from Fig. 1 in a perspective view.
Figs. 4-8 illustrate various embodiments of the system with 2, 3, 4 and more reservoirs connected to the same conversion structure via a connection struc-ture including a valve for each reservoir so that the reservoirs may be used in-dependently in response to the actual need for storage or consumption of en-ergy. The illustrated systems may provide e.g. a yield between 30 MW and 120 MW and a storage capacity between 200 MWh and 2400 MWh depending on size and number of the reservoirs. Several systems of equal dimensions may be connected together, thereby making it easy to dimension a total system for a specific storage capacity.
In figs. 6-8, the energy conversion structures are connected to e.g. the sea through a common channel in order to save the cost for laying large pipes.
As illustrated in Fig. 9 a grid of drainage conduits 20 may be arranged below the reservoir 2 to drain possibly leaked fluid to a fluid sensor for detecting leakage of fluid from the reservoir 2. As illustrated, the grid forms a plurality of joints be-tween conduits, and each conduit 20 is formed with openings so that possibly leaked fluid can drain into the grid of conduits 20. Further drainage conduits may be arranged above the reservoir 2 to allow detection of leaks in the upper membrane 15. The drainage conduits 20 may be arranged in a matrix-like ar-rangement, so that a leakage at a specific location will cause leaked fluid to ap-pear at the outlets 21 - or at fluid sensors in the conduits - of a specific pair of conduits, thereby allowing the determination of the leakage location. A leak of salt water may e.g. be detected by measuring or monitoring the conductivity of the water in the drainage conduits 20.
|International Classification||B65D88/76, B65D88/16, F03B13/06|
|Cooperative Classification||B65D90/50, F03B13/06, H02J15/003, Y02E10/22, B65D88/16, B65D88/76, Y02E60/17, Y02E70/30, F05B2250/02|