The field of this invention is screen assemblies for subterranean use made from a plurality of sections that are threaded together. Bypass tubes extend exterior to the screens to a coupling assembly that uses an internal mandrel spanning the coupling connection for internally fluidly connecting the bypasses in an annular path. At least one of the bypasses on any joint can have sloping outlets with adjacent standoffs.
Screen assemblies are frequently used in completions in association with gravel packed around the screen sections in the annular space that surrounds the screens. Getting a good distribution of gravel is important for the effectiveness of the gravel pack as an aide in trapping particulates in the produced fluids and thus extending the service life of the screens. Getting the gravel to distribute evenly particularly in horizontal completions has always been an issue. Another issue is the tendency of the gravel to bridge so that gaps over the screens are formed where there is no packed gravel. Apart from the operational issues there are issues with ease of assembly of the joints of screen and connecting the bypasses that go through the screens or outside of the screens.
One design that connects the annular spaces between screen and base pipe of adjacent screen sections is shown in U.S. Pat. No. 6,405,800 where a passage from the adjacent annular spaces under adjacent screens goes through an annular passage in a coupling using an internal mandrel that spans the joint with openings at opposed ends to connect the adjacent annular spaces between adjacent screens. Other examples of flow through connectors used with screens are U.S. Pat. Nos. 7,048,061; 6,170, 522; 6,192,924; 6,196,596; 4,508,135; 7,147,003; 6,409,219; 5,082,052; 6,752,207; 5,868,200; 5,476,143; 4,510,996; 6,923,262 and US Publication 2009/0095471.
These designs had various limitations in the areas of ease of assembly, durability or in the limited configurations they made possible. They connected bypasses individually across a joint; they had a clamshell design that had to be bolted across a joint; they provided a limited number of bypass orientations before the pattern repeated or they simply connected annular spaces under adjacent screen sections. The present invention addresses these issues in a way that those skilled in the art will appreciate that allows rapid fluid connection of bypasses across a threaded connection as well as multiple patterns of a bypass with gravel outlets in combination with bypasses that have no outlets so as to orient the gravel outlet bypass on a given joint in multiple circumferential orientations without using complex structures such as timed threads or floating bypass tube assemblies, which are free to rotate during make up on the rig floor. These and other aspects of the present invention will be more readily apparent to those skilled in the art from a review of the discussion of the preferred embodiment and the associated drawings while appreciating that the full scope of the invention is to be found in the appended claims.
An assembly of screens made of connected joints with exterior bypasses that span the threaded connections among the joints features common fluid connections for the bypasses adjacent joint threaded ends that are connected with a coupling. A mandrel spans from one joint to the next inside the threaded coupling and is sealed to the respective bases pipes on opposed ends of the coupling. At each end of the mandrel the surrounding base pipe has openings from the common fluid connection where the bypasses terminate to define an annular flow path between pairs of common fluid connections. The bypasses can have slanted gravel outlet passages or no gravel openings at all. The bypasses can span over screen or blank pipe with an option to mount a shroud over the generally parallel bypasses.
Referring to
Off to the left end of
Referring to FIGS. 2 and 4-6 it will be seen that the preferred arrangement on any joint with a screen is to have a single bypass such as 44 that has outlet ports 48 and 50 and a lower open end 52. The outlets 48 and 50 have openings with an outlet sloping face 54 to minimize the erosion effects of gravel that flows through. There are opposed parallel standoffs 56 and 58 to promote gravel exit flow by raising the opening from the surrounding wellbore wall.
What is illustrated is a system that is assembled quickly that can connect bypasses across a coupling through a passage that is annular and extends within the coupling so that the bypasses are commonly fluidically connected together on opposed ends of the threaded connection. An inserted mandrel with end seals against base pipes on opposed ends of the coupling and ports on the base pipes on opposed sides of the coupling define each annular flow path. Bypasses without openings can be used to connect the spaced apart common fluid connections and the bypasses can also be used to span sections of blank pipe. While the bypasses are preferably outside the screen sections where the screen is sealed on opposed ends to the outside of the blank pipe, other arrangements are contemplated such as running some or all the shunts under the screen and cutting out parts of the screen for gravel outlets from the bypasses. Alternatively some bypasses can be over the screen with exit ports while others can be under the screen. While the bypasses are shown as extending generally axially they can also be spirally oriented on the base pipes.
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