This invention relates generally to a pump assembly for submerged operations, such as those used in platforms and related offshore structures, and more particularly to a pump assembly with reduced component redundancy.
Much of the world's extraction of oil and gas comes from offshore structures. In one form of such a facility or site, a floating production storage and offloading (FPSO) facility, typically in the form of a ship, employs one or more seawater lift pumps (SWLPs) to convey the seawater to a deck level of the facility for use in engine cooling, air conditioning, compressor use, water injection, production requirements or general service water. Such pumps, which are submersible, can be situated either on the outside of the hull or the inside. In another form of an offshore structure, an offshore platform may be outfitted with SWLPs. SWLPs for use on either the FPSO or offshore platform are often powered by an electric motor; in such case, they are part of a class of pumps known as electric submersible pumps (ESPs) which may include either a middle-intake or bottom-intake configuration. In the former (more common) configuration, the motor is situated below the pump, while in the latter, the motor is above the pump and is often utilized for situations where limited submergence results in low net positive suction head (NPSH) and is needed to avoid the bottom of the unit substantially projecting from the bottom of the FPSO or offshore platform. Risers (or similar piping) that are typically located at the SWLP discharge may be used to convey the pumped seawater to a desired end use within the FPSO or offshore platform, such as those mentioned above. In a conventional SWLP design, the pump is supported by such piping connected to the pump discharge.
In either of the above offshore production configurations, it is conventional to use a caisson as a secondary fluid vessel around SWLPs to protect the pump during operation against wave motion, as well as changes in water current or the presence of flotsam in the water. Such caissons may be used for both the aforementioned middle-intake and bottom-intake SWLP construction. In a conventional configuration, the SWLP is installed at the bottom of an open caisson that is submerged in the seawater. As with the riser discussed above, the caisson is typically of elongate cylindrical construction, and includes an inner space possessive of sufficient volume to house the pump and its associated electrical power leads, control lines, the riser and other service lines. Caissons are typically made from conventional structural materials, including steel or the like. In the present context, a caisson can be a pipe, frame or related structure in which pumps can be installed. Their use is convenient on FPSOs and other offshore platforms, but is also suitable in other applications, such as caverns or the like.
The risers used for offshore structures typically pass through a top (or cover) plate of the caisson. Features such as this, as well as the nature of the overlapping use of concentric risers and caissons introduces additional weight and complexity to both the FPSO and offshore platform configurations. In addition, the possibility of friction losses, galvanic corrosion (such as due to the presence of disparate metal structures in contact with one another in a saltwater environment), relatively unstable high center-of-gravity and other technical difficulties may be present with a conventional SWLP-caisson combination. Without a continuous flow of seawater, the corrosion problem can be exacerbated by a region within the riser that can accumulate stagnant water. For at least these reasons, it is desirable to reduce these weight, complexity and susceptibility to corrosion problems.
This desire is met by the present invention, where in one aspect thereof, a SWLP assembly is disclosed. The pump (such as an ESP) is encased in the bore of a caisson so that seawater is discharged from the pump to flow directly through the bore without the need for a now-redundant riser. Such design (referred to herein as a riserless design or a riserless pump and caisson combination) avoids having to use riser pipes over the length of the caisson in order to convey the seawater to the deck level of an FPSO, platform or related facility. Advantages associated with using the caisson as discharge include lower price per installation (due to the removal of costly discharge (riser) pipes) relative to a traditional configuration that employs a riser and reduced installation time, lower center of gravity as well as possible reduction in weight. Likewise, the galvanic corrosion problem discussed above is reduced or eliminated, as the riser structure is no longer present. In addition, the design of the upper pressurized caisson section is such that it facilitates the continuous flow of seawater, thereby minimizing or eliminating the presence of stagnant seawater and the concomitant corrosion problem and reducing or even eliminating the need of using anodes. Such elimination or reduction is additionally helpful in reducing weight, cost and installation time. The riserless seawater lift pump assembly includes a seawater lift pump with both a motor section and a pumping section. The pumping section includes a seawater inlet, a seawater outlet and a pump impeller, rotor or related pressure-imparting means to pressurize the fluid between the seawater inlet and the seawater outlet. The caisson is fluidly cooperative with the pumping section such that pressurized seawater being discharged through the outlet forms a flowpath that is defined by the caisson. By having the flowpath be defined in this way (i.e., by the caisson), the inner wall of the caisson is in contact with the pumped seawater such that it serves as a channel or related guide for the pressurized water. In such a configuration, there is no riser or other intermediate piping used to form the flowpath for the pressurized fluid leaving the pump section. Such reduction in redundant structure may result in weight savings for the assembly.
In one optional configuration, the motor is mounted below the pump suction in the aforementioned middle-intake design. In this way, standard submersible motors and motor housings may be used, as the pressure environment about the motor is merely the ambient pressure of the fluid to be pumped, rather than the elevated pressure associated with the pump discharge. This is one form of cost and weight savings, as such a configuration permits use of a standard submersible motor design. In another configuration, the motor is situated above the pump (i.e., the bottom-intake design) to reduce the required pump operating water depth and to keep the protrusion associated with the pump intake to a relatively short vertical length.
In other options, the assembly can be secured to an offshore structure, such as an FPSO facility or an offshore platform. When connected to an FPSO, one or both of the seawater lift pump and the caisson can be situated either inside the FPSO facility's hull or outside of it. Likewise, it will be appreciated by those skilled in the art that the use of the riserless configuration is not limited to offshore platforms or FPSO structures, but can be used in situations where the use of a caisson is conventional or expected, an example of which includes caverns used for the storage of oil, gas and related valuable natural resources. As such, the use of the riserless configuration of the present invention is not limited to pumping seawater.
According to another aspect of the invention, a method of pumping seawater is disclosed. The method includes discharging pressurized seawater from a SWLP assembly such that a substantial entirety of a flowpath formed by the discharged seawater is defined by a caisson that, along with the pump, makes up the assembly. The lift pump is configured to include a pump inlet, a pump outlet and an impeller, rotor or related pressurizing member fluidly coupled to the inlet and outlet.
In one optional form, the caisson is affixed (such as by a flanged, bolted arrangement) or otherwise coupled to the seawater lift pump to be in fluid communication with a pressurized water outlet formed as part of the pump. By having the substantial entirety of the discharged seawater flowpath defined by the caisson, the method of the present invention avoids having to use a riser or other intermediate structure that (if present) would add significant weight and complexity to the seawater lift pump assembly. In such configuration, the upper wall of the caisson is in direct contact with at least a portion of the pressurized seawater, while a lower wall of the caisson is in direct contact with ambient seawater that surrounds the pump. In another option, the seawater lift pump can be of either a middle-intake design or a bottom-intake design as discussed above in conjunction with the previous aspect. The method may additionally include placing the caisson in fluid communication with an offshore structure, such as a FPSO or offshore platform, in order to deliver the pressurized seawater to such structure. In the case of an FPSO, the caisson can be placed either inside or outside of the FPSO's hull. In addition, the caisson may be secured or affixed to the hull.
The following detailed description of the present invention can be best understood when read in conjunction with the following drawings, where like structure is indicated with like reference numerals and in which:
Referring initially to
A fluid conduit, otherwise known as a riser 30, is secured to the outlet of the pump 10 in order to convey the seawater being pumped therefrom to a desired location. The riser 30 is shown having numerous axially-connected sections that extend upwardly from the discharge of pump section 14. As such, there is a concentric arrangement of the riser 30 within the caisson 20 such that both can be supported by a cover plate 40, such as attaching the caisson 20 through a flange 50. Caisson cover plate 40 and flange 50 may be secured to one another such that a gasket (not shown) is disposed between them. Additional equipment, such as power cable 60 to deliver electrical current to motor section 12, a signal cable 70 and pipes to a header tank 80, as well as a junction box 90 for the power cable 60 and signal cable 70 are shown, where at least the cables 70 and 80 can be placed between the riser 30 and the caisson 20. In a typical medium-sized configuration, the length and diameter of the seawater lift pump 10 is approximately 20 feet and 4.5 feet respectively, and the length and diameter of the riser 30 is approximately 100 feet and 4 feet respectively. Such a seawater lift pump assembly 1 with such dimensions (and including other miscellaneous items, such as a non-return flap, adapter, well head, cooling shroud, cables and various accessories) may weigh upwards of 45,000 to 50,000 pounds.
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While certain representative embodiments and details have been shown for purposes of illustrating the invention, it will be apparent to those skilled in the art that various changes may be made without departing from the scope of the invention, which is defined in the appended claims.
This application claims the benefit of the filing date of U.S. Provisional Application No. 61/228,717, filed Jul. 27, 2009.
Number | Date | Country | |
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61228717 | Jul 2009 | US |