Patent Application
20080041068
The detailed description will be better understood in conjunction with the accompanying drawings as follows:
The present embodiments are detailed below with reference to the listed Figures.
Before explaining the present embodiments in detail, it is to be understood that the embodiments are not limited to the particular embodiments and that they can be practiced or carried out in various ways.
The invention relates to a gas storage vessel, such as a tank, with a water inlet exposed to local hydrostatic pressure which has the effect of compressing the gas to ambient hydrostatic conditions, thereby reducing the volume of the gas and increasing the amount of gas that can be stored in a very limited area.
Gas storage on the sea floor has not been practical for shallow water applications because the ambient pressures are not large enough to make the gas volume ratios favorable for use and implementation.
In contrast, deepwater conditions are nearly ideal for gas storage since the pressure factors approach those used in commercial compressed national gas (CNG) tankers and deepwater pipelines.
The invention enables gas storage in deepwater conditions where the discoveries are far from any existing infrastructure. In combination with a CNG carrier, the oil and gas operating company can therefore store the gas between various loading operations to the CNG carrier. Standard industry equipment can be used to compress the gas to desired pressures.
The present system is for use in water having a depth between 30 feet and 25,000 feet, preferably between 3000 feet and 12000 feet of water. The system has great versatility for use under water.
One embodiment involves an inflexible thin single walled vessel for storing compressed gas under water in deep water, wherein the storage vessel is pressure equalized by water surrounding the inflexible thin single walled vessel.
The present system contemplates a pressure equalized tank-based system which provides a constant design pressure for the tank regardless of the water depth of deployment. Through the pressure equalization mechanism, the tank external pressure varies linearly with the hydrostatic pressure associated with the water depth. The internal pressure is equal to the external pressure at the bottom of the tank and varies linearly up through the tank by the density of compressed gas, which is small in comparison to the linear variation of the external hydrostatic pressure. Although the hydrostatic pressure can vary substantially from one water depth to another, the tank is designed by the pressure difference between the hydrostatic head at the top of the tank and the internal pressure, which is equal to the hydrostatic head at the bottom of the tank. This pressure load is governed entirely by the height of the tank and is therefore entirely independent of the water depth.
The efficiency of this solution is driven mainly by the volume ratio, which varies with water depth. For ideal gases, the volume ratio is
For gases that are associated with hydrocarbon exploration and production, the Volume Ratio is greater due to the “Compressibility Index”. The Volume Ratio as modified by the Compressibility Index is
Although the same tank can be deployed in any water depth due to the design, it can be seen that the Volume Ratio is 370 in 10,000 ft water and roughly 200 in 4,000 ft water and is therefore almost twice as efficient. Deployment of this system in 4,000 ft would therefore require twice as many tanks to accomplish the same amount of storage.
The individual tank capacity is contemplated to range from 50,000 cubic feet of storage to one million cubic feet of storage. If multiple tanks are used, then a tank farm formed of the individual tanks can be designed with a virtually unlimited capacity. The volume of gas storage at stp can be determined by multiplying the storage volume by the volume ratio.
The invention is used to load and unload ships, connect to pipelines, and to connect to portions of marine riser systems for offshore platforms and other floating vessels with riser connections.
Turning to the Figures, as shown in
The inflexible thin single walled vessel can be anchored to the water bed underneath the water. It can be contemplated that deep water is a water depth greater than 1000 feet.
The compressed gas can be compressed natural gas or any other gas including C02.
In addition, the vessel has a water port 20 which is located in a lower portion of the inflexible thin single walled vessel for admitting water to the inflexible thin single walled vessel and discharging water from the inflexible thin single walled vessel. The water port enables water to be admitted and discharged from the inflexible thin single walled vessel and the corresponding hydrostatic pressure of the adjacent water can be then used to discharge compressed gas from the inflexible thin single walled vessel at a pressure that varies only from the initial hydrostatic pressure at the bottom of the tank to the hydrostatic pressure at the top of the tank as the volume of the compressed gas in the storage vessel decreases and water content in the inflexible thin single walled vessel increases. The water port can admit and discharge water to the inflexible thin walled storage vessel enabling temperature and hydrostatic pressure of the water surrounding the storage vessel to store a quantity of compressed gas in the inflexible thin single walled vessel.
The water port engages a conduit 22 which can be oriented substantially parallel to the axis 14 of the inflexible thin single walled vessel and has a length enabling the discharge opening 24 of the conduit to be above the level of water in the vessel 12, which can be sea water, lake water, or fresh water if used at the bottom of a fresh water deep river system, like the Hudson River in New York. The level of water in the vessel is depicted as 26, with the water being element 28 and the compressed gas being shown as element 29. Water flow through the conduit is shown with arrows 30 and 32, with arrow 30 being the water admission into the conduit and arrow 32 representing the water discharge from the conduit. The conduit inlet can be a simple open bottom or water inlet pipe designed to maintain equilibrium with local hydrostatic conditions, compress gas and provide a natural pressure maintenance during loading operations.
Depending on the gas to be deployed, it may be necessary to provide a barrier between the water and the gas. A floating membrane 31 is shown as an example of a separating mechanism between the water 28 and the compressed gas to avoid the formation of hydrates or the diffusion of gas into the water. The floating membrane 31 can be of solid construction of any material that is less dense than water or of typical steel construction with additional buoyancy. The membrane is provided with a gasket assembly on its outside diameter to maintain separation between the water and the gas. In one embodiment the floating membrane can be replaced by an inflatable, compressible bag for gas containment.
In an alternative embodiment, the separation can be maintained by a flexible containment bag.
In an alternative embodiment, the membrane can be a layer of fluid, which provides an immiscible boundary such as would be provided by the oil-water emulsion layer at the interface.
The rate at which the water flows into or out of the tank is equal to the gas inflow and outflow and is equal to 200 to 2000 cubic feet of water per minute.
The inflexible thin walled storage vessel has an axis 14 which is substantially perpendicular to the sea floor 16 and forms a small footprint 18 on the sea floor which substantially reduces the environmental harm to the sea floor and habitat of the sea floor than would be the case with larger footprint storage vessels. It is contemplated that the small footprint can have a length of between 15 and 100 feet, and a width of between 15 and 100 feet. Other shapes for the tank can be contemplated other than circular, such as square and rectangular having similar dimensions to those listed above.
The inflexible thin walled storage vessel is a rigid thin walled storage vessel with stiff or stiffened walls made of steel, or a composite material. For a typical steel design, the wall thickness would be determined by the design pressure but would range from ½ inch to 1½ inches. The walls may include reinforcing ribs 24 to assist in strengthening the walls. The reinforcing ribs can be either inside the tank or outside, with a preference for outside due to its ease of construction and inspection. The top of the tank 39 can be formed of either a hemispherical or elliptical head typical of pressure vessel fabrication. It can alternately be stiffened panel construction with a flat top surface.
The inflexible thin walled storage vessel can receive compressed natural gas having a pressure from between about 150 psi and about 5000 psi. In an embodiment, the vessel can be tank about 40 feet in diameter and about 250 feet high. The tank can be a standard steel square or rectangular boxlike construction similar to that used by commercial shipyards or circular construction similar to tubular pressure vessel types. The tubular type is preferred because of the ease of construction, efficient structural design and large vertical forces being brought down to concentrated anchoring positions.
A valve 34, such as a typical 5000 psi electro-hydraulic subsea valve is located at the gas intake/gas discharge to the vessel and is used for controlling compressed gas admission and discharge. This valve can be simple shutoff valve or an actuated valve that shuts the valve down once the loading has finished. The valve stays closed until unloading of the gas initiates, when it is opened. The valve can be actuated remotely or as part of a local control system. The valve can be any of a number of commercially available valves for subsea usage.
The vessel is anchored to the sea floor using any number of techniques.
The mud mat is a structure that is bottom founded and has a mat to distribute gravity forces over a large area. The mud mat and foundation of the vessel are equipped with structural members such as beams, that penetrate soil underwater and prevent lateral motion of the tank.
The solid ballast 36 can be deployed in a solid ballast containment structure 80 disposed on the mudmat for containment of solid ballast to counteract the upward vertical force of the net buoyancy of the contained gas. The solid ballast can be permanent, such as concrete if the application is considered to be permanent or it could be removable solid ballast, such as hematite or magnetite if the tank is to be movable. Any type of commonly used solid ballast can be used but a higher density type is preferred due to the large volume of material that will be necessary. Typical fixed ballast materials used for marine purposes will have specific gravities of about 3, compared to concrete with a specificity gravity of 2. The solid ballast is enough to equalize the buoyancy of the stored gas. It is anticipated that an additional volume of solid ballast will be provided as a safety factor. Additional ballast can be used to provide resistance to overturning moments caused by any seafloor currents that might exist.
In another embodiment, the solid ballast can be replaced by the use of various types of vertically loaded anchors, such as suction piles, driven piles, drilled and grouted piles.
Each of the vessels connects to a manifold 56 that engages a first riser base 58 for connecting to a supply line 60. Additionally the manifold 56 connects to a second riser base 62 that connects to an export line 64.
In one embodiment the supply line and the export line are a single line.
The manifold can be a Pipeline End Manifold (PLEM) which are commercially available from a range of suppliers including Vetco, FMC, and Cameron.
The supply line can be a compressed gas supply line such as an export riser from a production facility having a pressure of between 150 and 5000 psi. The export line can be an export riser to a tanker having a pressure between 150 and 5000 psi. The first and second riser bases can be typical subsea connections including a drilled and grouted pile and tieback connector. This type of connection is commercially available and manufactured by a range of suppliers including Vetco, FMC, and Cameron.
Due to standard construction techniques, the desired amount of gas storage may exceed what can be done using a single storage vessel. A plurality of the vessels located in close proximity to each other can be connected to the manifold assembly. For the tank farm, each vessel has a valve, there is a control termination box for connection of each umbilical, a valve for each export connection and a foundation for gravity support.
The vessel can be used for well testing and extended well testing. In the planning stages of a deepwater project, it is desirable to produce the discovery wells for a period of time to begin to understand the reservoir conditions. Preferably the testing would last a year or two as the reservoir parameters are being investigated for better understanding. During this time, it is possible to get oil to market, generating cash flow by use of a floating storage and offload (FSO) facility, but the gas disposal is problematic, and can be solved with this system. This system obviates the need for flaring and re-injection so that gas can be sold generating additional cash flow while reservoir testing occurs.
As shown in
A shut off valve 34 is disposed in the gas conduit for starting or stopping the compressed gas offloading to the ship or other storage facility.
The invention has to interface with a number of components as shown in
The tank system can accept gas which has already been re-gasified by a ship-based re-gasification unit 136 on an LNG tanker 120 connected to an offloading buoy 122 for storage prior to addition to the pipeline network as shown in
The invention can further employ the temperature and cooling effects associated with the thermal reservoir of the deep ocean. The system shown in
The system also includes a control/monitoring system, similar to the ones currently used in the art, for monitoring the gas in the vessel and for controlling the flow of the gas to and from the vessel. The gas level can be measured by any conventional means, including float, inductance, resistivity, or capacitance gauges. Using electrical rather than mechanical level gauging is preferred because the instruments could then be deployed on the outside of the tank rather than the inside and can therefore be maintained more easily. Control functions for closing the valve must be provided to make sure that the gas level does not go lower than the low level 81 and does not go higher than the high level 82.
Valves are provided at both the local tank level and at the manifold inlet and outlet so that one tank can be shut down individually while allowing the rest of the tanks and the manifold to continue supply or discharge operations.
An embodiment of the liquefied natural gas (LNG) re-gasification unit can have a buoy floating in water for engaging a floating vessel for transport of LNG and a storage vessel. The storage vessel can have a deep water gas storage system for storing a compressed gas. The system can have an inflexible thin single walled vessel for storing compressed gas under water in deep water, wherein the storage vessel is pressure equalized by water surrounding the inflexible thin single walled vessel, a compressed gas intake for admitting and discharging compressed gas to and from the inflexible thin single walled vessel, a water port for admitting and discharging water to the inflexible thin walled storage vessel enabling temperature and hydrostatic pressure of the water surrounding the storage vessel to store a quantity of compressed gas in the inflexible thin single walled vessel at a compression ratio of at least 5, and a valve disposed at the compressed gas intake to the inflexible thin single walled vessel for controlling compressed gas admission and discharge to the vessel.
An alternate embodiment can also include a heat exchanger connected to a buoy. The heat exchanger can further include a vaporizer, wherein prior to connecting the vessel to the heat exchanger, the vessel is connected to a gas conduit which is further connected to a marine riser for engaging a heat exchanger. It is also possible that the heat exchanger floats below water level for utilizing water temperature to re-gasify the LNG.
In one embodiment a floating membrane can be disposed within the storage vessel for floating on water and providing a separation between the gas and the water. The floating membrane can be a layer of oil. The floating membrane can also be a flexible bag contained within the inflexible thin single walled vessel.
Yet another embodiment can include a tie-in to a marine riser for offloading of LNG to a ship. The tie-in can have a gas conduit for engaging a tie-back connector in a marine riser connected a riser base in the sea floor; and a shut off valve disposed in the gas conduit for starting or stopping the compressed gas offloading to the ship. The valve can be an electro-hydraulic valve.
One embodiment can have a control/monitoring system for monitoring the gas in the storage vessel and for controlling the flow of the gas to and from the storage vessel.
While these embodiments have been described with emphasis on the embodiments, it should be understood that within the scope of the appended claims, the embodiments might be practiced other than as specifically described herein.
