ONE TRIP TOE-TO-HEEL GRAVEL PACK AND LINER CEMENTING ASSEMBLY

Description

BACKGROUND

[0001] Some oil and gas wells are completed in unconsolidated formations that contain loose fines and sand. When fluids are produced from these wells, the loose fines and sand can migrate with the produced fluids and can damage equipment, such electric submersible pumps (ESP) and other systems. For this reason, completions can require screens for sand control.

[0002] Horizontal wells that require sand control are typically open hole completions. In the past, stand-alone sand screens have been used predominately in these horizontal open holes. However, operators have also been using gravel packing in these horizontal open holes to deal with sand control issues. The gravel is a specially sized particulate material, such as graded sand or proppant, which is packed around the sand screen in the annulus of the borehole. During production, the gravel acts as a filter to keep any fines and sand of the formation from migrating with produced fluids.

[0003] A prior art gravel pack assembly 20 illustrated in Figure 1A extends from a packer 14 downhole from casing 12 in a borehole 10, which is a horizontal open hole. To control sand, operators attempt to fill the annulus between the assembly 20 and the borehole 10 with gravel (particulate material) by pumping slurry of fluid and gravel into the borehole 10 to pack the annulus. For the horizontal open borehole 10, operators can use an alpha-beta wave (or water packing) technique to pack the annulus. This technique uses a low-viscosity fluid, such as completion brine, to carry the gravel. The assembly 20 in Figure 1A represents such an alpha-beta type.

[0004] Initially, operators position a wash pipe 40 into a screen 25 and pump the slurry of fluid and gravel down an inner string 45. The slurry passes through a port 32 in a crossover tool 30 and into the annulus between the screen 25 and the borehole 10. As shown, the crossover tool 30 positions immediately downhole from the gravel pack packer 14 and uphole from the screen 25. The crossover port 32 diverts the flow of the slurry from the inner string 45 to the annulus downhole from the packer 14. At the same time, another crossover port 34 diverts the flow of returns from the wash pipe 40 to the casing's annulus uphole from the packer 14.

[0005] As the operation commences, the slurry moves out the crossover port 32 and into the annulus. The carrying fluid in the slurry then leaks off through the formation and/or through the screen 25. However, the screen 25 prevents the gravel in the slurry from flowing into the screen 25. The fluids passing alone through the screen 25 can then return through the crossover port 34 and into the annulus above the packer 14.

[0006] As the fluid leaks off, the gravel drops out of the slurry and first packs along the low side of the borehole's annulus. The gravel collects in stages 16a, 16b, etc., which progress from the heel to the toe in what is termed an alpha wave. Because the borehole 10 is horizontal, gravitational forces dominate the formation of the alpha wave, and the gravel settles along the low side at an equilibrium height along the screen 25.

[0007] When the alpha wave of the gravel pack operation is done, the gravel then begins to collect in stages (not shown) of a beta wave. This forms along the upper side of the screen 25 starting from the toe and progressing to the heel of the screen 25. Again, the fluid carrying the gravel can pass through the screen 25 and up the wash pipe 40. To complete the beta wave, the gravel pack operation must have enough fluid velocity to maintain turbulent flow and move the gravel along the topside of the annulus. To recirculate after this point, operators have to mechanically reconfigure the crossover tool 30 to be able to washdown the pipe 40.

[0008] Although the alpha-beta technique can be economical due to the low-viscosity carrier fluid and regular types of screens that can be used, some situations may require a viscous fluid packing technique that uses an alternate path. In this technique, shunts disposed on the screen divert pumped packing slurry along the outside of the screen. Figure 1B shows an example assembly 20 having shunts 50 and 52 (only two of which are shown). Typically, the shunts 50/52 for transport and packing are attached eccentrically to the screen 25. The transport shunts 50 feed the packing shunts 52 with slurry, and the slurry exits from nozzles 54 on the packing shunts 52. By using the shunts 50/52 to transport and pack the slurry, the gravel packing operation can avoid areas of high leak off in the borehole 10 that would tend to cause bridges to form and impair the gravel packing.

[0009] Prior art gravel pack assemblies 20 for both techniques of Figs. 1A-1B have a number of challenges and difficulties. During a gravel pack operation in a horizontal well, for example, the crossover ports 32/34 may have to be re-configured several times. During a frac pack operation, the slurry pumped at high pressure and flow rate can sometimes dehydrate within the assembly's crossover tool 30 and associated sliding sleeve (not shown). If severe, settled sand or dehydrated slurry can stick to service tools and can even junk the well. Additionally, the crossover tool 30 is subject to erosion during frac and gravel pack operations, and the crossover tool 30 can stick in the packer 14, which can create extremely difficult fishing jobs.

[0010] To deal with gravel packing in some openhole wells, a Reverse-Port Uphill Openhole Gravel Pack system has been developed as described in SPE 122765, entitled "World's First Reverse-Port Uphill Openhole Gravel Pack with Swellable Packers" (Jensen et al. 2009). This system allows an uphill openhole to be gravel packed using a port disposed toward the toe of the hole.

[0011] Today when wells are drilled into reservoirs that are intended to be completed with an open hole gravel pack such as described above, the well is drilled to the top of the reservoir, and a liner is then set and cemented in place before drilling proceeds further into the reservoir. After the liner is run and cemented, then drilling operations can resume into the intended zone. Completing these operations in separate steps and separate pipe trips into the well adds cost and time to the overall well construction operation.

[0012] Rather than performing the cementing and gravel pack in separate steps, it would be desirable to perform these in the same run downhole. One way to do this is to run a gravel pack system downhole after drilling the hole. With the gravel pack system installed, sand slurry can be pumped through a crossover tool from the top of the targeted zone to the bottom to pack the annulus around a screen with sand. The crossover tool could then be raised past the open hole packer so that the crossover tool aligns with cementing ports. Operators can then pump cement downhole to cement the liner above the open hole packer. This requires circulating through a complicated cross-over tool.

[0013] Unfortunately, the wash pipe used for the gravel pack operation will still extend through the screen during the cementing operation. If tools are out of position, cement could be pumped into the screen, effectively ruining the operation. In addition, the cement would be pumped immediately after the gravel pack operation. Therefore, if any acidizing operation is to be subsequently performed, it would have to be through pipe that would likely have residual cement, which could damage the formation.

[0014] US2006076133 (A1) discloses a well completion assembly including apparatus for gravel packing and cementing in a single trip. An outer assembly comprises: a liner and screen; a valved gravel packing port; upper and lower valved cementing ports; and seal bores positioned below and above the gravel packing port and above and below the lower cementing port. An inner assembly includes: a crossover having an outer seal body and shifters to allow opening and closing of valves in the gravel packing and cementing ports. In one position, the crossover seal body mates with seal bores below and above the gravel packing port to allow flow of gravel packing slurry through the gravel packing port. In a second position, the crossover seal body mates with seal bores below and above the lower cementing port to allow flow of cement through the lower cementing port.

[0015] US2010294495 (A1) discloses an open hole completion apparatus including an outer tubing string disposed in an open hole portion of a wellbore. The outer tubing string includes a sand control screen and a shrouded closing sleeve. An inner tubing string is at least partially disposed within the outer tubing string. The inner tubing string includes a crossover assembly. The shrouded closing sleeve has a shroud that creates a channel with a portion of the outer tubing string by extending over a fluid port of the shrouded closing sleeve toward the sand control screen , such that when a treatment fluid is pumped through the inner tubing string, the crossover assembly and the fluid port, the treatment fluid is injected into the wellbore remote from the fluid port.

[0016] EP1132571 (A1) discloses apparatus for fracturing a formation or for gravel packing a borehole including a screen assembly having a plurality of screens mounted on an apertured base member. A flow-control service assembly is disposed within the bore of the screen assembly and includes an outer tubular member and an inner tubular member. The outer tubular member includes a plurality of ports that communicate with the apertures in the screen assembly. The inner tubular member and outer tubular member form an inner annulus, the outer tubular member and screen assembly form a medial annulus, and the screen assembly forms an outer annulus with the wall of the borehole. Barriers are placed around the ports on the outer tubular member to prevent the formation of gravel bridges across the inner annulus. The inner annulus provides alternative flow paths around the ports upon the ports becoming closed to fluid flow such as by bridges.

[0017] The subject matter of the present disclosure is directed to overcoming, or at least reducing the effects of, one or more of the problems set forth above.

SUMMARY

[0018] A gravel pack apparatus has a liner that extends from a liner hanger in a cased hole. From the liner, one or more gravel pack sections extend into an open borehole. The apparatus has a body passage disposed along its length, and various ports and screen on the apparatus can communicate fluid between the body passage and the borehole annulus. The ports include a gravel pack port, a cementing port, and a returns port, and the screen is disposed between the gravel pack port and the cementing port.

[0019] The apparatus also includes an inner string having a string passage for conveying fluids, slurry, cement, and the like to an outlet port. To perform gravel or frac pack as well as cementing operations, the inner string disposes in the body passage of the apparatus at various selective conditions. When the inner string is moved to a first selective condition in the body passage, for example, seals around the outlet port on the inner string seal at least partially with seats inside the body passage so the outlet port on the string can communicate with the gravel pack port on the body. When gravel pack slurry is pumped down the string passage, the slurry passes through the ports and into the borehole annulus to gravel pack around the screen of the apparatus.

[0020] The inner string can be moved to several conditions to gravel pack around screens of the one or more gravel pack sections. When gravel packing is completed, the apparatus is set up for cementing operations. To do this, the inner string is moved to a second selective condition so that the inner string's seals at least partially seal the outlet port with the cementing port. Cementing slurry is pumped down the string passage, and the cementing slurry fills the borehole annulus around the liner. Meanwhile, the returns port communicates fluid returns from the borehole annulus around the liner back to the body passage so the fluid returns can be conveyed uphole above the liner.

[0021] The foregoing summary is not intended to summarize each potential embodiment or every aspect of the present disclosure.

BRIEF DESCRIPTION OF THE DRAWINGS

[0022] 

Figs. 1A-1B illustrate gravel pack assemblies according to the prior art.

Fig. 2 shows a toe-to-heel gravel pack assembly according to the present disclosure.

Fig. 3 shows another toe-to-heel gravel pack assembly according to the present disclosure.

Figs. 4A-4B show the gravel pack assembly of Fig. 3 in stages of operation, including washdown and gravel packing.

Fig. 4C shows the gravel pack assembly of Fig. 3 in a stage of cementing.

Fig. 4D shows the gravel pack assembly of Fig. 3 lacking an uphole packing element as an alternative arrangement.

Figs. 5A-5B show portions of the gravel pack assembly of Fig. 3 in more detail during washdown.

Figs. 6A-6B show portions of the gravel pack assembly of Fig. 3 in more detail during setting and testing of a packer on a liner hanger.

Figs. 7A-7B show portions of the gravel pack assembly of Fig. 3 in more detail during a first part of gravel pack operations.

Figs. 8A-8B show portions of the gravel pack assembly of Fig. 3 in more detail during a second part of the gravel pack operations.

Figs. 9A-9B show additional sections of the gravel pack assembly during stages of gravel packing.

Fig. 10A shows a portion of the gravel pack assembly during cementing operations using one type of ported subassembly.

Fig. 10B shows a portion of the gravel pack assembly during cementing operations using another inner string arrangement.

Fig. 11A shows other ported subassemblies of the gravel pack assembly for performing cementing operations with the inner string.

Fig. 11B shows the gravel pack assembly during cementing operations using a ported liner hanger.

DETAILED DESCRIPTION

A. Gravel Pack/Cementing Assembly

[0023] Figure 2 shows a toe-to-heel gravel pack assembly 100 having a liner 170 extending from casing 12 with a liner hanger 14. Extending further down the open borehole 10 from the liner 170, the assembly 100 has a gravel pack section 102 separated from the liner 170 by an isolating element or packer 104. The assembly 100 can be similar to one of the gravel pack assemblies disclosed in U.S. Appl. Ser. No. 12/913,981.

[0024] The gravel pack section 102 has ports 132 and a shoe track 120 disposed downhole of a screen 140. Although one section 102 is shown, the assembly 100 can have any number of such gravel pack sections 102 in the borehole 10, and the section(s) 102 can generally have any desired length to meet the needs of the implementation.

[0025] An inner string 110 deploys in the gravel pack section 102 and performs a wash down operation through a float shoe 126 in the shoe track 120 of the assembly 100. After washdown and setting of the assembly's packer 104, the string's outlet ports 112 with its seals 114 isolate with the flow ports 132 to gravel or frac pack the gravel pack section 102. Operators pump gravel pack slurry down the inner string 110, and the slurry exits the ports 112/132. Once in the borehole 10, gravel in the slurry packs the annulus around the screen 140 in a toe-to-heel gravel packing configuration. Once gravel packing of the section 102 is completed, the inner string 110 can be moved out of the gravel pack section 102 so cementing can be performed on the liner 170 using the inner string 110 and port collars 160A-B as described later.

[0026] Figure 3 shows another toe-to-heel gravel pack assembly 100 having several gravel pack sections 102A-B separated from one another and separated from a liner 170 by isolating elements or packers 104. Again, any number of such sections 102A-B can be used in the borehole 10, and they can generally have any desired length to meet the needs of the implementation. The depictions in the figures are only meant to be illustrative.

[0027] The isolating elements 104 and gravel pack sections 102A-B deploy into the well in a single trip. Having the elements 104 and sections 102A-B, the assembly 100 segments several compartmentalized reservoir zones so that gravel pack or frac pack operations can be performed separately on each zone. Each element 104 can have one or more packers to isolate the gravel pack sections 102A-B from one another and from the liner 170. Any suitable packers can be used for the elements 104, hydraulic, hydrostatic, inflatable, or swellable packers. In the present disclosure, the elements 104 are referred to as packers for simplicity.

[0028] The assembly 100 has a hydraulic service tool (18; Fig. 2) that can make up to the liner hanger 14 to set the hanger's packer, and the assembly 100 has an inner string 110 made up to the service tool 18. Various details on how the service tool 18 is used to set the packer on the liner hanger 14 and how other steps are performed are discussed in detail in U.S. Pat. Appl. No. 12/913,981, so some of the steps are not repeated here.

[0029] Each gravel pack section 102A-B has screen sections 140A-B, ported housings 130A-B, alternate path devices or shunts 150, and other components discussed below. The screens 140A-B can use wire-wrapped screens, slotted liners, mesh screens, or any other suitable screen to filter fluid communication from the borehole annulus into the assembly 100. The ported housings 130A-B have flow ports 132A-B communicating with the borehole annulus, and the ported housings 130A-B may be disposed next to or integrated into the screen sections 140A-B. Overall, the screen sections 140A-B and the ported housings 130A-B provide slurry packing points for gravel packing operations as disclosed below.

[0030] As shown, the flow ports 132B on the uphole ported housings 130B can communicate with the alternate path devices 150 disposed along the length of the lower screen section 140A. These alternate path devices 150 can be shunts, tubes, concentrically mounted tubing, or other devices known in the art for providing an alternate path for slurry. For the purposes of the present disclosure, however, the alternate path devices 150 are referred to as shunts for simplicity. In general, the shunts 150 communicate from the flow ports 132B to shunt ports toward the distal end of the assembly 100, but the shunts 150 can direct the flow in other directions.

[0031] Uphole of the sections 102A-B, the assembly 100 has the liner 170 supported by the liner hanger 14 from the casing 12, and the liner 170 has the port collars 160A-B for the cementing operations. The port collars 160A-B can use any of the available port collars known and used in the art. In general, the port collars 160A-B can remain constantly open, or they can be selectively opened and closed as needed. For example, the port collars 160A-B can have mechanically actuated sliding or rotated sleeves, which can be opened and closed with an appropriate shifting tool. U.S. Pat. No. 6,513,595, discloses one particular example of a port collar that can be used in the disclosed assembly 100. The port collars 160A-B could also be stage tools that are hydraulically opened.

[0032] Although the assembly 100 of Figure 3 is similar to one of the gravel pack assemblies disclosed in U.S. Appl. Ser. No. 12/913,981. Another assembly disclosed in Figures 2A-2C of the U.S. Appl. Ser. No. 12/913,981 could also be used. This other assembly has an open distal end on the inner string that allows slurry and fluid to flow therethrough. Accordingly, after gravel packing is complete, fluid flow through this distal end must be closed off before cementing can be performed. This can be done by closing a valve, seating a ball, or otherwise closing off fluid communication through the distal end so that cement can be properly diverted to the port collar 160A.

[0033] With a general understanding of the assembly 100 of Figure 3, discussion turns to Figures 4A-4D, which show the gravel pack assembly 100 during stages of operation. Figures 4A, 4B, and 4C respectively show the gravel pack assembly 100 during a washdown operation, a gravel pack operation, and a cementing operation. Each of these will be discussed in turn.

[0034] Looking first at the washdown operation in Figure 4A, the inner string 110 extending from the service tool 18 disposes through the sections 102A-B of the assembly 100. The inner string 110 installs in the shoe track 120 so that the string's outlet ports 112 can communicate with a float shoe 126 at the end of the track 120. Operators pump washdown fluid down the inner string 110, and the washdown fluid flows out the float shoe 126. The washdown fluid then travels uphole in the annulus of the borehole 10 and out the liner hanger 14, whose packer remains unset at this stage.

[0035] After washdown, operations proceed to gravel packing as shown in Figure 4B. Initially, the packers 104 are set using procedures known in the art. The packer on the liner hanger 14 may also be set for the gravel packing operations.

[0036] To begin gravel packing, the inner string 110 is positioned and sealed in selective positions in the assembly's ported housings 130A-B. In a first stage, for example, the ports 112 and seals 114 of the inner string 112 are manipulated in the first gravel pack section 102A, and slurry is then pumped down the inner string 110 so the first section 102A can be packed with a toe-to-heel packing configuration discussed herein. After this, the inner string 110 can be moved to the next gravel pack section 102B as shown in Figure 4B to proceed with gravel packing this section 102B in a similar fashion. The same procedure can repeated along the assembly's length for the various isolated sections 102.

[0037] In the arrangement of each section 102A-B, the flow ports 132A in the lower ported housing 130A can divert the slurry directly into the borehole annulus, while the flow ports 132B in the upper ported housing 130B direct the slurry into the shunts 150. Other arrangements can be used. In any event, the selective positioning and sealing between the string 110 and the housings 130A-B changes fluid paths for the delivery of slurry into the borehole annulus around the screen sections 140A-B in each section 102A-B during the gravel pack operations.

[0038] After the gravel pack operations, the inner string 110 is then raised to the cementing port collar 160A disposed on the liner 170 uphole of the gravel pack sections 102A-B as shown in Figure 4C. Operators manipulate the ports 112 and seals 114 on the inner string 110 in the lower collar 160A (as described in more detail below) and commence pumping cementing slurry down the inner string 110. The cementing slurry exits the ports 112 and the collar 160A, and the cement slurry begins filling the annulus of the borehole 10 around the liner 170 from the downhole packer 104 to the uphole liner hanger 14. In the current implementation, the liner hanger 14 can have a set packer isolating the borehole annulus from the casing 12. Therefore, the other port collar 160B uphole on the liner 170 can allow fluid returns from the annulus to flow back into the liner 170 and the uphole to the casing 12.

[0039] At the end of cementing operations, operators clean out any excess cement or the like that may have entered the liner 170 through the uphole port collar 160B, for example. To do this cleaning, operators can circulate fluid through the assembly 100. At the end of cementing and cleaning, the inner string 110 can eventually be removed from the assembly 100 so production operations can commence.

[0040] When manipulating the inner string 110 between the different stages of operation, operators are preferably given an indication at the surface that the outlet ports 112 are located at an intended position, whether it is a slurry circulating position (i.e., at flow ports 132A), a blank position, or an evacuating position. One way to accomplish this indication involves measuring tension or compression on the workstring at the surface to determine the position of the inner string 110 relative to the ported housings 130A-B and seats 134. This and other procedures known in the art can be used.

[0041] As a final note, the uphole gravel pack section 102B in Figure 4C is separated from the liner 170 by an uppermost packer 104. When cementing is performed, the cement exiting the port collar 160A is held back by this uppermost packer 104. Although useful, the packer 104 may be optional in some implementations. For example, Figure 4D shows the assembly 100 without such an uphole packer. Instead, the cement is allowed to interface with the packed gravel in the uphole gravel pack section 102B.

B. Gravel Packing Operation

[0042] Having a general overview of the gravel pack assembly 100 and its stages of operations to gravel pack and cement in the borehole, discussion now turns to more detailed explanations of the assembly 100.

[0043] Turning first to Figures 5A-5B, portions of the gravel pack assembly 100 are shown in greater detail during a washdown operation. As detailed previously and shown again in Figure 5A, the gravel pack assembly 100 includes the liner 170 that extends into the borehole 10 from the liner hanger 14 in the casing 12. The cementing port collar 160A is disposed on the liner 170 uphole of the uppermost packer 104, which isolates the sections 102A-B to be gravel packed from the liner 170. The other port collar 160B disposed on the liner 170 near the liner hanger 14 allows for returns during the cementing operations. Further details of these collars 160A-B and the cementing operation are provided below with reference to Figures 9A through 11B.

[0044] As before, the assembly 100 can having several gravel pack sections, although Figure 5B only shows the distal section 102A. As also discussed previously, the section 102A has the screen sections 140A-B, the ported housings 130A-B, and the alternate path devices 150 disposed along its length. Each of the ported housings 130A-B has its flow ports 132A-B for diverting flow, and each of the ported housings 130A-B has the seats 134 defined above and below the outlet ports 132A-B for sealing with the seals 114 on the inner string 110.

[0045] To prevent erosion, the flow ports 132A on the lower housing 130A can have a skirt 136 to direct the flow of slurry. By contrast, the flow ports 132B on the uphole housing 130B communicate with the alternate path devices 150 disposed along the length of the lower screen section 140A. As note above, these alternate path devices 150 can be shunts, tubes, concentrically mounted tubing, or other devices known in the art for providing an alternate path for slurry. Moreover, the shunts 150 communicate flow from the flow ports 132B toward the distal end of the assembly 100, although they could direct flow in other directions.

[0046] As shown in Figures 5A-5B, the assembly 100 is run-in hole for the washdown operation. As best shown in Figure 5A, the service tool 18 sits on the liner hanger 14, which can have an unset packer, and seals 16 on the service tool 18 do not seal in the liner hanger 14. In this way, hydrostatic pressure can be transmitted past the seals 16.

[0047] As shown in Figure 5B, the inner string 110 extending from the service tool 18 (Fig. 5A) disposes through the screen sections 140A-B of the assembly 100. (The inner string 110 can have a reverse taper to reduce circulating pressures if desired.) On the end of the screen sections 140A-B, the assembly 100 has the shoe track 120 with the float shoe 126 and a seat 124. The float shoe 126 has a check valve, sleeve, or the like (not shown) that allows for washing down or circulating fluid around the outside the screen sections 140A-B when running in the well and before the packer 14 is set.

[0048] On its distal end, the inner string 110 has the outlet ports 112 isolated by the seals 114. When run in for washdown, one of the string's seals 114 as shown in Figure 5B engages the seat 124 inside the shoe track 120 near the float shoe 126. With the string 110 set in this position, operators pump washdown fluid down the inner string 110, and the circulated fluid flows out the check valve in the float shoe 126, up the annulus, and around the unset packer of the liner hanger 14.

[0049] After washdown, operators then set and test the packer on the liner hanger 14 as shown in Figures 6A-6B. To set the hanger's packer, operators pump fluid downhole to hydraulically or hydrostatically set the packer on the hanger 14 using procedures well known in the art, although other packer setting techniques can be used. A packer setting tool 106 disposed on the inner string 110 can be used for this purpose and can be any suitable tool known in the art for hydraulically or hydrostatically setting a packer. The setting tool 106 can also be used to set other packers of the assembly 100, although the various packers can be set in any number of ways known in the art.

[0050] To test the packer on the hanger 14 once set, the seal 16 on the service tool 18 is raised into the hanger's bore as shown in Figure 6A after releasing from the liner hanger 14. Operators then test the packer on the hanger 14 by pressuring up the casing 12. Fluid passing through any pressure leak at the hanger 14 will go into formation around the screen sections 140A-B. In addition, any leaking fluid will pass into the inner string's outlet ports 112 and up to the surface through the inner string 110. Regardless, the assembly 100 allows operators to maintain hydrostatic pressure on the formation during these various stages of operation.

[0051] Once the packer of the hanger 14 is set and tested, operators begin the gravel pack operation. As shown in Figures 7A-7B, operators raise the inner string 110 to locate in a first gravel pack position. In particular, the string's seals 114 for the outlet ports 112 seal inside the seats 134 on the lower housing 130A. When this is done, the string's ports 112 communicate with the housing's ports 132A, and the seals 114 isolate the fluid communication between them. The seals 114 can use elastomeric or other types of seals disposed on the inner string 110, and the seats 134 can be polished seats or surfaces inside the housings 130A-B to engage the seals 114. Although shown with this configuration, the reverse arrangement can be used with seals on the inside of the housings 130A-B and with seats on the inner string 110.

[0052] With the ports 112/132A isolated by the engaged seals 114 and seats 134, operators pump the gravel pack slurry of carrying fluid and gravel down the inner string 110 in a first direction to the string's ports 112. The slurry passes out of the string's outlet ports 112 and through the housing's ports 132A to the borehole annulus. In the toe-to-heel gravel packing, the carrying fluid in the slurry then leaks off through the formation and/or through the screen sections 140A-B along the length of the assembly 100. However, the screen sections 140A-B prevent the gravel in the slurry from flowing into the assembly 100. Therefore, the fluid passes alone through the screen sections 140A-B and returns through the casing annulus above the packer on the liner hanger 14.

[0053] In the toe-to-heel configuration described herein, the gravel can pack the borehole annulus in an alpha-beta wave, although other variations can be used. As the fluid leaks off, for example, the gravel drops out of the slurry and first packs along the low side of the annulus in the borehole 10. The gravel collects in stages that progress from the toe (near the housing 130A) to the heel (near the packer 104) in an alpha wave. Gravitational forces dominate the formation of the alpha wave, and the gravel settles along the low side at an equilibrium height along the screen sections 140A-B. After the alpha wave, the borehole 10 then fills in a beta wave along the assembly 100, filling from the heel (near the packer 104) to the toe (near the housing 130A) along the upper side of the borehole annulus.

[0054] Eventually, the operators reach a desired state while pumping the slurry at the ports 132A in this lower housing 130A. This desired state can be determined by a particular rise in the pressure levels and may be termed as "sand out" in some contexts. At this point, operators raise the inner string 110 again as shown in Figures 8A-8B. The seals 114 now engage the seats 134 around the flow ports 132B on the next ported housing 130B between the screen sections 140A-B. Operators pump slurry down the inner string 110 again in the first direction to the outlet ports 112, and the slurry flows from the outlet ports 112 and through the housing's flow ports 132B.

[0055] In general, the slurry can flow out of the flow ports 132B and into the surrounding annulus if desired. This is possible if one or more of the flow ports 132B communicate directly with the borehole annulus and do not communicate with one of the shunt 150. All the same, the slurry can flow out of the ports 132B and into the shunts 150 for placement elsewhere in the surrounding annulus. Although the shunts 150 are depicted in a certain way, any desirable arrangement and number of transport and packing devices for an alternate path can be used to feed and deliver the slurry.

[0056] Depending on the implementation, this second stage of pumping slurry may be used to further gravel pack the borehole 10. Yet, as shown in the current implementation, pumping the slurry through the shunts 150 enables operators to evacuate excess slurry from the string 110 to the borehole 10 without reversing flow in the string 110 from the first flow direction (i.e., toward the string's ports 112). This is in contrast to the reverse direction of flowing fluid down the annulus between the string 110 and the housings 130A-B/screens 140A-B to evacuate excess slurry from the string 110.

[0057] As shown in Figure 8B, the slurry travels from the outlet ports 112, through the flow ports 132B, and through the shunts 150. From the shunts 150, the slurry then passes out the side ports or nozzles 154 in the shunts 150 and fills the annulus around shoe track 120. This provides the gravel packing operation with an alternate path to gravel pack the borehole 10 different from the assembly's primary toe-to-heel path. In this way, the shunts 150 attached to the ported housing 130B above the lower screen section 140A can be used to gravel pack the end of the borehole 10 and/or dispose of excess gravel from the inner string 110 around the shoe track 120.

[0058] The shunts 150 carry the slurry down the lower screen section 140A so a wash pipe is not needed at the end of the section 140A. However, a bypass 128 defined in a downhole location of the shoe track 120 allows for returns of fluid during this process. This bypass 128 can be a check valve, a screen portion, a sleeve, or other suitable device that allows the returns (and not gravel) from the borehole 10 to enter the assembly 100. In fact, the bypass 128 as a screen portion can have any desirable length along the shoe track 120 depending on the implementation.

[0059] As fluid returns enters the assembly 100 through the bypass 128, the fluid returns can pass out the lower screen section 140A, through the packed gravel, and back through upper screen section 140B to travel uphole. In other arrangements, the lower ported housing 130A can have a bypass, another shunt, or the like (not shown), which can be used to deliver fluid returns past the seals 114 and seats 134 and uphole.

[0060] At some point, operation may reach a "sand out" condition or a pressure increase while pumping slurry at these upper flow ports 132B. At this point, a valve, rupture disc, or other closure device 156 in the shunts 150 can open so the gravel in the slurry can then fill inside the shoe track 120 after evacuating the excess around the shoe track 120. In this way, operators can evacuate excess gravel inside the shoe track 120.

[0061] After gravel packing the first section 102A as discussed above, operators raise the inner string 110 to the next section (i.e., 102B) to be gravel packed. As shown in Figure 9A, this next section 102B disposed further uphole can be essentially the same as the previous section 102A. Thus, the second section 102B can have the ported housings 130A-B, the screen sections 140A-B, and the shunt tubes 150 just as before. Rather than exiting excess slurry into the assembly 100 during sand disposal, the shunts 150 as shown in Figure 9A may terminate at the downhole end of the section 102B to deposit sand in this area during gravel packing. Much of the other steps for gravel packing the section 102B would be the same as discussed previously.

[0062] As an alternative shown in Figure 9B, the next gravel pack section 102B can be more simplified and can have a ported housing 130 and screen section 140. Gravel packing here would involve toe-to-heel packing along the screen section 140 from the lower ported housing 130 until sandout.

[0063] These and other particular details of the toe-to-heel gravel packing operation are provided in the incorporated U.S. Pat. Appl. Ser. No. 12/913,981 so that they are not repeated here.

C. Cementing Operation

[0064] Once gravel packing operations are complete, the assembly 100 is set to perform the cementing operation of the uphole liner 170. As shown previously in Figures 4C-4D, for example, the inner string 110 is moved uphole so that the ported end of the tool 110 leaves the gravel pack sections 102A-B and seats in the port collar 160A uphole of the last packer 104 (if present as in Fig. 4C) or uphole of the last screen section 140B (as in Fig. 4D). Operators then pump cement slurry down the inner string 110 so that the cement fills the annulus around the upper liner 170 to set it in the open borehole 10.

[0065] One arrangement of port collars 160A-B on the liner 170 is shown in more detail in Figure 10A. To communicate cement with the annulus, the outlet ports 112 at the end of the inner string 110 position in the lower port collar 160A, and the seals 114 engage the collar's seats 164 so the string's ports 112 communicates with the collar's ports 162. Cement slurry pumped down the inner string 110 exits the port collar 160A and fills the annulus around the liner 170 between liner hanger 14 and uppermost packer 104 (if used).

[0066] Meanwhile, as cementing is performed through the downhole collar 160A, the ports 162 in the uphole collar 160 disposed on the liner 170 downhole of the liner hanger 14 allow fluid returns from the borehole annulus around the liner 170 to pass into the space between the string 110 and the liner 170. The fluid returns can then pass uphole to the casing 12. Although cement slurry may collect in the space between the inner string 110 and the liner 170, operators can clear any residual material with a circulating procedure after finishing the cementing operations.

[0067] As shown in Figure 10A, the same ports 112 on the inner string 110 used for gravel packing can also be used for cementing in this arrangement. As an alternative shown in Figure 10B, additional ports 112' and seals 114' on the inner string 110 can be used for cementing and are disposed a distance uphole of the ports 112 and seals 114 used for gravel packing. The dual sets of ports 112/112' and seals 114/114' may be useful if more or less ports 112' are needed for cementing than for gravel packing and if the cementing ports 112' need a different size than the gravel pack ports 112. Accordingly, the additional ports 112' and seals 114' may be the same as or different from those ports 112 and seals 114 used for gravel packing.

[0068] Either way, pumping of cement slurry down the inner string 110 is intended to exit the uphole ports 112' and enter the annulus around the liner 170 similar to the way described above. Because the gravel pack ports 112 are downhole of the cementing ports 112', the gravel pack ports 112 are isolated from fluid flow by a valve 115, which can be closed when cementing is performed. For this reason, the inner passage of the inner string 110 can be closed using a dropped ball 117 seated on a ball seat 119. The seated ball 117 prevents cementing slurry from passing further down the inner string 110 and diverts the cementing slurry out the cementing ports 112'.

[0069] Because the cementing ports 112' are uphole of the gravel pack ports 112, the cementing ports 112' should be closed when gravel packing is to be done. For this reason, the cementing ports 112' can be closed using a sleeve 111 with a ball seat 113. When closed, gravel pack slurry pumped down thee inner string 110 would flow past the closed sleeve 111 to the gravel pack ports 112. When the ball 117 is dropped and fluid pressure is applied, the sleeve 111 moves and opens fluid flow to the cementing ports 112'.

[0070] Once the sleeve 111 moves, the ball 117 may remain in the sleeve's seat 113 or may pass through the seat 113. If the ball 117 remains in the sleeve's seat 113, the seated ball 117 can close of fluid flow past it and can divert the flow of cementing slurry to the cementing ports 112'. In this case, a seat 119 downhole would not be needed. However, the seat 113 on the sleeve 111 may be expandable and can release the ball 117 to engage the lower seat 119 if used.

[0071] In the previous arrangements (e.g., Figures 10A-10B), the port collars 160A-B merely had open ports 162, which would presumably remain open during the entire gravel packing and cementing operations. Depending on the implementation, having these open ports 162 on the liner 170 may be acceptable because fluid communication between the liner 170 and the borehole annulus may not be problematic. In other implementations, it may be preferred that the ports 162 on either one or both of these port collars 160A-B be able to close at least during gravel packing operations to prevent cross-flow between the liner 170 and borehole annulus.

[0072] To that end, Figure 11A shows another arrangement of port collars 160A-B for performing cementing operations. As before, the downhole port collar 160A is disposed uphole of the packing element 104 (if used) separating the liner annulus from the gravel pack sections (not shown). This collar 160A can have a valve 165, which can be opened to perform cementing operations, but closed during gravel packing. Similarly, the uphole port collar 160B can have a valve 165, which can be opened for cementing, but closed during gravel packing. Various types of valves 165 could be used, including, but not limited to, sliding sleeves, rotatable sleeves, rupture discs, and the like.

[0073] As one example, the collars 160A-B can use sliding sleeves for the valves 165 to expose the collar's side ports 162 for communicating with the borehole annulus. When closed, fluid returns from the gravel packing or other operations can be prevented from cross-flow between the annulus and liner 170. When opened, cement slurry can exit the open ports 162 of the lower collar 160A into the liner annulus, and fluid returns can enter from the liner's annulus and into the liner 170 through the uphole collar 160A.

[0074] These sleeves 165 can be opened using a shifting tool 108 disposed on the inner string 110 that opens the sleeves 165 as it is passed uphole with the string 110 through the collars 160A-B before cementing operations begin. As opposed to shifting sleeves, the sleeves 165 can be rotatable in which case a rotating tool 108 can be used.

[0075] Regardless of the type of sleeve used, the sleeves 165 can be closed at the end of cementing so production can be performed. Placement of the shifting tool 108 will depend on the particulars of the implementation and the length of the inner string 110 and assembly 100 so depicting of the shifting tool 108 at its location in Figure 11A is only meant to be illustrative.

[0076] Previous examples used an uphole port collar 160B for returns from the borehole annulus around the liner 170. As an alternative, Figure 11B shows the gravel pack assembly 100 during cementing operations using a ported liner hanger 180. Rather than having the fluid returns pass from the annulus into the liner 170 through a port collar as described previously, the ported liner hanger 180 can have a bypass or passage 182 for returns. As shown in Figure 11B, the inner string 110 is positioned in the downhole port collar 160A so cementing operations can be preformed. Uphole, the ported liner hanger 180 with its bypass 182 allows fluid returns in the borehole 10 to enter the casing 12 during cementing.

[0077] The bypass 182 can take many forms. For example, the liner hanger 180 can have a gap between the liner hanger 180 and the casing 12 that acts as the bypass 182. Alternatively, the bypass 182 can be a port, orifice, or the like defined in the liner hanger 180. With the benefit of the present disclosure, one skilled in art that these and other configurations can be used for the ported liner hanger 180.

[0078] References have been made in the present disclosure to use of the gravel pack assemblies in boreholes, such as open boreholes. In general, these boreholes can have any orientation, vertical, horizontal, or deviated. For example, a horizontal borehole may refer to any deviated section of a borehole defining an angle of 50-degrees or greater and even over 90-degrees relative to vertical.

Claims

1. A gravel pack-cementing apparatus for a borehole (10), the apparatus comprising:

a body (102) adapted to be deployed in the borehole (10) and having a body passage, a toe, and a heel, the body (102) defining at least one gravel pack port (132) toward the toe, a returns port (160B) toward the heel, and a cementing port (160A) between the at least one gravel pack port (132) and the returns port (160B), the body (102) having at least one screen (140) disposed between the at least one gravel pack port (132) and the cementing port (160A); and

an inner string (110) adapted to be movably deployed in the body passage and defining a string passage with at least one outlet port (112),

means for selectively gravel packing a first portion of the borehole (10) around the at least one screen (140) from toe to heel with the inner string (110) being movable to a first selective condition in the body passage sealing the at least one outlet port (112) with the at least one gravel pack port (132) and communicating gravel pack slurry from the string passage to the borehole (10), and

means for selectively cementing a second portion of the borehole (10) around the body (102) from toe to heel with the inner string (110) being movable to a second selective condition sealing the at least one outlet port (112) with the cementing port (160A) and communicating cementing slurry from the string passage to the borehole (10).

2. The apparatus of claim 1
wherein in the first selective condition the at least one screen (140) is adapted to communicate gravel pack returns from the borehole (10) to the body passage, and
wherein in the second selective condition the returns port (160B) is adapted to communicate cementing returns from the borehole (10) to the body passage.

3. The apparatus of claim 1 or 2, wherein the body (102) comprises a liner (170) disposed in the borehole (10) from a liner hanger (14), wherein the liner (170) defines the cementing port (160A), and wherein the liner hanger (14) or the liner (170) defines the returns port (160B).

4. The apparatus of claim 1, 2, or 3, wherein the body (102) comprises an isolating element (104) disposed between the at least one screen (140) and the cementing port (160A) and isolating uphole and downhole portions of the borehole (10).

5. The apparatus of any one of claims 1 to 4, wherein the at least one outlet port (112) of the inner string (110) comprises a gravel pack outlet port (112) and comprises a cementing outlet port (112') disposed uphole of the gravel pack outlet port (112), and wherein the inner string (110) comprises a valve (115) selectively closing off fluid communication of the string passage with the gravel pack outlet port (112), or wherein the inner string (110) comprises a sleeve (111) movably disposed in the string passage and sliding open relative to the cementing outlet port (112') in response to applied pressure on a dropped ball (117) seated in the sliding sleeve (111), the dropped ball (117) preventing fluid communication in the string passage to the gravel pack outlet port (112).

6. The apparatus of any one of claims 1 to 4, wherein at least one of the cementing and returns ports (160A-B) comprises a valve (165) selectively opening fluid communication therethrough, or wherein at least one of the cementing and returns ports (160A-B) comprises a sleeve (165) disposed in the string passage and selectively movable relative to the at least one of the cementing and returns ports (160A-B), such that the inner string (110) comprises a shifter (108) mechanically moving the sleeve (165) when disposed relative thereto.

7. The apparatus of any one of claims 1 to 6, further comprising a first path device (150) extending from the at least one gravel pack port (132) and communicating gravel pack slurry from the at least one gravel pack port (132) to the borehole (10).

8. The apparatus of any one of claims 1 to 7, wherein the inner string (110) in the first selective condition gravel packs the borehole (10) from the toe to the heel, and wherein the inner string (110) in the second selective condition delivers cementing slurry from the toe to the heel of the body (102).

9. The apparatus of any one of claims 1 to 8, wherein the body (102) defines a toe port (126) in a toe of the body (102), and wherein the inner string (110) moved to a third selective condition in the body passage seals the outlet port (112) with the toe port (126) and communicates the string passage with the borehole (10), and wherein the toe port (126) comprises a valve controlling communication through the toe port (126).

10. The apparatus of any one of claims 1 to 9, wherein the at least one gravel pack port (132) comprise first and second gravel pack ports (132A-B), and wherein the at least one screen (140) comprises a first screen (140A) disposed on the body (102) between the first and second gravel pack ports (132A-B) and comprises a second screen (140B) disposed on the body (102) uphole of the second gravel pack port (132B), and wherein:

in a first stage of the first selective condition, the at least one outlet port (112) communicates gravel pack slurry to the borehole (10) through the first gravel pack port (132A) and at least one of the first and second screens (140A-B) communicates gravel pack returns from the borehole (10) into the body passage, and/or

in a second stage of the first selective condition, the at least one outlet port (112) communicates gravel pack slurry to the borehole (10) through an alternative path device (150) connected to the second gravel pack port (132B) and the body (102) comprises a bypass (128) communicating gravel pack returns from the borehole (10) into the body passage.

11. The apparatus of any one of claims 1 to 10, comprising a plurality of arrangements (102A-B) of the at least one screen (140) and the at least one gravel pack port (132) disposed along the body (102) between the toe and the cementing port (160A), and further comprising a plurality of isolating elements (104A-B) disposed on the body (102) between the arrangements (102A-B) of the at least one screen (140) and the at least one gravel pack port (132).

12. A gravel pack-cementing method for a borehole (10), the method comprising:

deploying an apparatus (100) in the borehole (10), the apparatus (100) having a toe and a heel;

deploying an inner string (110) in a passage of the apparatus (100);

moving at least one outlet port (112) of the inner string (110) to at least one gravel pack port (132) disposed between at least one screen (140) and the toe of the apparatus (100);

gravel packing a first portion of the borehole (10) around the apparatus (100) from the toe to the heel by flowing gravel pack slurry through the at least one gravel pack port (132) into the borehole (10);

moving the at least one outlet port (112) of the inner string (110) to a cementing port (160A) disposed between the at least one screen (140) and the heel of the apparatus (100); and

cementing a second portion of the borehole (10) around the apparatus (100) from the toe to the heel by flowing cementing slurry through the cementing port (160A) into the borehole (10).

13. The method of claim 12, wherein cementing comprising flowing cementing returns from the second portion of the borehole (10) through a returns port (160B) disposed between the cementing port (160A) and the heel of the apparatus (100).

14. The method of claim 12 or 13, wherein deploying the apparatus (100) in the borehole (10) comprises hanging a liner (170) in the borehole (10) from a liner hanger (14) in a casing, wherein further the liner (170) defines the cementing port (160A), and wherein the liner hanger (14) or the liner (170) defines the returns port (160B).

15. The method of claim 12, 13 or 14, further comprising isolating (104) uphole and downhole portions of the borehole (10) between the at least one screen (140) and the cementing port (160A).

16. The method of any one of claims 12 to 15, wherein the at least one outlet port (112) on the inner string (110) comprises first and second outlet ports (112, 112'), and wherein gravel packing comprises flowing gravel packing slurry from the first outlet port (112), and wherein cementing comprises flowing cementing slurry from the second outlet port (112'), and wherein flowing from the first and second outlet ports (112, 112') comprises selectively opening and closing (113, 115, 117) fluid communication through the first and second outlet ports (112, 112').

17. The method of any one of claims 12 to 15, wherein flowing cementing slurry through the cementing port (160A) comprises selectively opening (165) fluid communication through the cementing port (160A).

18. The method of any one of claims 12 to 15, and 17, wherein flowing cementing slurry through the cementing port (160A) comprises selectively opening (165) fluid communication through a return port (160B) disposed between the cementing port (160A) and the heel of the body (102).

19. The method of any one of claims 12 to 18, wherein gravel packing the first portion of the borehole (10) around the apparatus (100) comprises evacuating excess gravel packing slurry from the inner string (110) into the borehole (10), and wherein evacuating the excess gravel packing slurry comprises:

evacuating the excess gravel packing slurry into the borehole (10) toward the toe of the apparatus (100), and/or

evacuating the excess gravel packing slurry into the passage of the apparatus (100) toward the toe, and/or

flowing gravel pack returns from the borehole (10) through a bypass (128) in the apparatus (100).

Ansprüche

1. Kiespackung-Zementiervorrichtung für ein Bohrloch (10), wobei die Vorrichtung Folgendes umfasst:

einen Körper (102), der dafür eingerichtet ist, in dem Bohrloch (10) entfaltet zu werden, und einen Körperdurchgang, eine Vorderkante und eine Hinterkante hat, wobei der Körper (102) wenigstens eine Kiespackungsöffnung (132) zu der Vorderkante hin, eine Rückgutöffnung (160B) zu der Hinterkante hin und eine Zementierungsöffnung (160A) zwischen der wenigstens einen Kiespackungsöffnung (132) und der Rückgutöffnung (160B) definiert, wobei der Körper (102) wenigstens ein Sieb (140) hat, das zwischen der wenigstens einen Kiespackungsöffnung (132) und der Zementierungsöffnung (160A) angeordnet ist, und

einen inneren Strang (110), der dafür eingerichtet ist, beweglich in dem Körperdurchgang entfaltet zu werden, und einen Strangdurchgang mit wenigstens einer Auslassöffnung (112) definiert,

Mittel zum selektiven Kiespacken eines ersten Abschnitts des Bohrlochs (10) um das wenigstens eine Sieb (140) von der Vorderkante bis zur Hinterkante, wobei der innere Strang (110) beweglich ist zu einem ersten selektiven Zustand in dem Körperdurchgang, der die wenigstens eine Auslassöffnung (112) mit der wenigstens einen Kiespackungsöffnung (132) abdichtet und Kiespackungsschlamm von dem Strangdurchgang zu dem Bohrloch (10) weiterleitet, und

Mittel zum selektiven Zementieren eines zweiten Abschnitts des Bohrlochs (10) um den Körper (102) von der Vorderkante bis zur Hinterkante, wobei der innere Strang (110) beweglich ist zu einem zweiten selektiven Zustand, der die wenigstens eine Auslassöffnung (112) mit der Zementierungsöffnung (160A) abdichtet und Zementierungsschlamm von dem Strangdurchgang zu dem Bohrloch (10) weiterleitet.

2. Vorrichtung nach Anspruch 1,
wobei in dem ersten selektiven Zustand das wenigstens eine Sieb (140) dafür eingerichtet ist, Kiespackungsrückgut von dem Bohrloch (10) zu dem Körperdurchgang weiterzuleiten, und
wobei in dem zweiten selektiven Zustand die Rückgutöffnung (160B) dafür eingerichtet ist, Zementierungsrückgut von dem Bohrloch (10) zu dem Körperdurchgang weiterzuleiten.

3. Vorrichtung nach Anspruch 1 oder 2, wobei der Körper (102) ein Futterrohr (170) umfasst, das in dem Bohrloch (10) von einem Futterrohrgehänge (14) angeordnet ist, wobei das Futterrohr (170) die Zementierungsöffnung (160A) definiert und wobei das Futterrohrgehänge (14) oder das Futterrohr (170) die Rückgutöffnung (160B) definiert.

4. Vorrichtung nach Anspruch 1, 2 oder 3, wobei der Körper (102) ein Isolierungselement (104) umfasst, das zwischen dem wenigstens einen Sieb (140) und der Zementierungsöffnung (160A) angeordnet ist und übertage und untertage gelegene Abschnitte des Bohrlochs (10) isoliert.

5. Vorrichtung nach einem der Ansprüche 1 bis 4, wobei die wenigstens eine Auslassöffnung (112) des inneren Strangs (110) eine Kiespackungsauslassöffnung (112) umfasst und eine Zementierungsauslassöffnung (112'), die oberhalb der Kiespackungsauslassöffnung (112) angeordnet ist, umfasst und wobei der innere Strang (110) einen Schieber (115) umfasst, der selektiv die Fluidverbindung des Strangdurchgangs mit der Kiespackungsauslassöffnung (112) absperrt, oder wobei der innere Strang (110) eine Hülse (111) umfasst, die beweglich in dem Strangdurchgang angeordnet ist und als Reaktion auf einen angelegten Druck auf eine fallengelassene Kugel (117), die in der Gleithülse (111) sitzt, im Verhältnis zu der Zementierungsauslassöffnung (112') aufgleitet, wobei die fallengelassene Kugel (117) eine Fluidverbindung in dem Strangdurchgang zu der Kiespackungsauslassöffnung (112) verhindert.

6. Vorrichtung nach einem der Ansprüche 1 bis 4, wobei wenigstens eine von der Zementierungs- und der Rückgutöffnung (160A-B) einen Schieber (165) umfasst der selektiv eine Fluidverbindung durch dieselben öffnet, oder wobei wenigstens eine von der Zementierungs- und der Rückgutöffnung (160A-B) eine Hülse (165) umfasst, die in dem Strangdurchgang angeordnet und selektiv im Verhältnis zu der wenigstens einen von der Zementierungs- und der Rückgutöffnung (160A-B) beweglich ist, so dass der innere Strang (110) eine Schiebeeinheit (108) umfasst, welche die Hülse (165) mechanisch bewegt, wenn sie im Verhältnis zu derselben angeordnet wird.

7. Vorrichtung nach einem der Ansprüche 1 bis 6, die ferner eine erste Bahneinrichtung (150) umfasst, die sich von der wenigstens einen Kiespackungsöffnung (132) aus erstreckt und Kiespackungsschlamm der wenigstens einen Kiespackungsöffnung (132) zu dem Bohrloch (10) weiterleitet.

8. Vorrichtung nach einem der Ansprüche 1 bis 7, wobei der innere Strang (110) in dem ersten selektiven Zustand das Bohrloch (10) von der Vorderkante bis zur Hinterkante mit Kies packt und wobei der innere Strang (110) in dem zweiten selektiven Zustand Zementschlamm von der Vorderkante bis zur Hinterkante des Körpers (102) zuführt.

9. Vorrichtung nach einem der Ansprüche 1 bis 8, wobei der Körper (102) eine Hinterkantenöffnung (126) in einer Hinterkante des Körpers (102) definiert und wobei der innere Strang (110), der zu einem dritten selektiven Zustand in dem Körperdurchgang bewegt ist, die Auslassöffnung (112) mit der Hinterkantenöffnung (126) abdichtet und den Strangdurchgang mit dem Bohrloch (10) verbindet und wobei die Vorderkantenöffnung (126) einen Schieber umfasst, der die Verbindung durch die Vorderkantenöffnung (126) steuert.

10. Vorrichtung nach einem der Ansprüche 1 bis 9, wobei die wenigstens eine Kiespackungsöffnung (132) eine erste und eine zweite Kiespackungsöffnung (132A-B) umfasst und wobei das wenigstens ein Sieb (140) ein erstes Sieb (140A), das an dem Körper (102) zwischen der ersten und der zweiten Kiespackungsöffnung (132A-B) angeordnet ist, umfasst und ein zweites Sieb (140B), das an dem Körper (102) oberhalb der zweiten Kiespackungsöffnung (132B) angeordnet ist, umfasst und wobei:

in einer ersten Phase des ersten selektiven Zustandes die wenigstens eine Auslassöffnung (112) Kiespackungsschlamm zu dem Bohrloch (10) durch die erste Kiespackungsöffnung (132A) weiterleitet und wenigstens eines von dem ersten und dem zweiten Sieb (140A-B) Kiespackungsrückgut von dem Bohrloch (10) in den Körperdurchgang weiterleitet und/oder

in einer zweiten Phase des ersten selektiven Zustandes die wenigstens eine Auslassöffnung (112) Kiespackungsschlamm zu dem Bohrloch (10) durch eine alternative Bahneinrichtung (150) weiterleitet, die mit der zweiten Kiespackungsöffnung (132B) verbunden ist, und der Körper (102) eine Umgehung (128) umfasst, die Kiespackungsrückgut von dem Bohrloch (10) in den Körperdurchgang weiterleitet.

11. Vorrichtung nach einem der Ansprüche 1 bis 10, die mehrere Anordnungen (102A-B) des wenigstens einen Siebes (140) und der wenigstens einen Kiespackungsöffnung (132) umfasst, die entlang des Körpers (102) zwischen der Vorderkante und der Zementierungsöffnung (160A) angeordnet sind, und die ferner mehrere Isolierungselemente (104A-B) umfasst, die an dem Körper (102) zwischen den Anordnungen (102A-B) des wenigstens einen Siebes (140) und der wenigstens einen Kiespackungsöffnung (132) angeordnet sind.

12. Kiespackung-Zementierverfahren für ein Bohrloch (10), wobei das Verfahren Folgendes umfasst:

Entfalten einer Vorrichtung (100) in dem Bohrloch (10), wobei die Vorrichtung (100) eine Vorderkante und eine Hinterkante hat,

Entfalten eines inneren Strangs (110) in einem Durchgang der Vorrichtung (100),

Bewegen wenigstens einer Auslassöffnung (112) des inneren Strangs (110) zu wenigstens einer Kiespackungsöffnung (132), die zwischen wenigstens einem Sieb (140) und der Vorderkante der Vorrichtung (100) angeordnet ist,

Kiespacken eines ersten Abschnitts des Bohrlochs (10) um die Vorrichtung (100) von der Vorderkante bis zur Hinterkante durch Strömenlassen von Kiespackungsschlamm durch die wenigstens eine Kiespackungsöffnung (132) in das Bohrloch (10),

Bewegen der wenigstens einen Auslassöffnung (112) des inneren Strangs (110) zu einer Zementierungsöffnung (160A), die zwischen dem wenigstens einen Sieb (140) und der Hinterkante der Vorrichtung (100) angeordnet ist, und

Zementieren eines zweiten Abschnitts des Bohrlochs (10) um die Vorrichtung (100) von der Vorderkante bis zur Hinterkante durch Strömenlassen von Zementierungsschlamm durch die Zementierungsöffnung (160A) in das Bohrloch (10).

13. Verfahren nach Anspruch 12, wobei das Zementieren das Strömenlassen von Zementierungsrückgut von dem zweiten Abschnitt des Bohrlochs (10) durch eine Rückgutöffnung (160B), die zwischen der Zementierungsöffnung (160A) und der Hinterkante der Vorrichtung (100) angeordnet ist, umfasst.

14. Verfahren nach Anspruch 12 oder 13, wobei das Entfalten der Vorrichtung (100) in dem Bohrloch (10) das Hängen eines Futterrohres (170) in dem Bohrloch (10) von einem Futterrohrgehänge (14) in einem Rohr umfasst, wobei ferner das Futterrohr (170) die Zementierungsöffnung (160A) definiert und wobei das Futterrohrgehänge (14) oder das Futterrohr (170) die Rückgutöffnung (160B) definiert.

15. Verfahren nach Anspruch 12, 13 oder 14, das ferner das Isolieren (104) von oberhalb und unterhalb gelegenen Abschnitten des Bohrlochs (10) zwischen dem wenigstens einen Sieb (140) und der Zementierungsöffnung (160A) umfasst.

16. Verfahren nach einem der Ansprüche 12 bis 15, wobei die wenigstens eine Auslassöffnung (112) an dem inneren Strang (110) eine erste und eine zweite Auslassöffnung (112, 112') umfasst und wobei das Kiespacken das Strömenlassen von Kiespackungsschlamm von der ersten Auslassöffnung (112) umfasst und wobei das Zementieren das Strömenlassen von Zementierungsschlamm von der zweiten Auslassöffnung (112') umfasst und wobei das Strömenlassen von der ersten und der zweiten Auslassöffnung (112, 112') das selektive Öffnen und Schließen (113, 115, 117) einer Fluidverbindung durch die erste und die zweite Auslassöffnung (112, 112') umfasst.

17. Verfahren nach einem der Ansprüche 12 bis 15, wobei das Strömenlassen von Zementierungsschlamm durch die Zementierungsöffnung (160A) das selektive Öffnen (165) einer Fluidverbindung durch die Zementierungsöffnung (160A) umfasst.

18. Verfahren nach einem der Ansprüche 12 bis 15 und 17, wobei das Strömenlassen von Zementierungsschlamm durch die Zementierungsöffnung (160A) das selektive Öffnen (165) einer Fluidverbindung durch eine Rückgutöffnung (160B), die zwischen der Zementierungsöffnung (160A) und der Hinterkante des Körpers (102) angeordnet ist, umfasst.

19. Verfahren nach einem der Ansprüche 12 bis 18, wobei das Kiespacken des ersten Abschnitts des Bohrlochs (10) um die Vorrichtung (100) das Entleeren von überschüssigem Kiespackungsschlamm aus dem inneren Strang (110) in das Bohrloch (10) umfasst und wobei das Entleeren des überschüssigem Kiespackungsschlamms Folgendes umfasst:

Entleeren des überschüssigem Kiespackungsschlamms in das Bohrloch (10) zu der Vorderkante der Vorrichtung (100) hin und/oder

Entleeren des überschüssigem Kiespackungsschlamms in den Durchgang der Vorrichtung (100) zu der Vorderkante hin und/oder

Strömenlassen von Kiespackungsrückgut aus dem Bohrloch (10) durch eine Umgehung (128) in der Vorrichtung (100).

Revendications

1. Appareil de gravillonnage-cimentation destiné à un trou de forage (10), l'appareil comprenant :

un corps (102) conçu pour être déployé dans le trou de forage (10) et présentant un passage de corps, une pointe, et un talon, le corps (102) définissant au moins un orifice de gravillonnage (132) situé vers la pointe, un orifice pour retours (160B) situé vers le talon, et un orifice de cimentation (160A) situé entre le au moins un orifice de gravillonnage (132) et l'orifice pour retours (160B), le corps (102) présentant au moins un filtre (140) agencé entre le au moins un orifice de gravillonnage (132) et l'orifice de cimentation (160A) ; et

une colonne intérieure (110) conçue pour être déployée de manière mobile dans le passage de corps et définissant un passage de colonne avec au moins un orifice de sortie (112),

un moyen permettant de gravillonner de manière sélective une première partie du trou de forage (10) autour du au moins un filtre (140) de la pointe vers le talon, la colonne intérieure (110) étant mobile vers un premier état sélectif, au sein du passage de corps, qui ferme de manière étanche le au moins un orifice de sortie (112) ainsi que le au moins un orifice de gravillonnage (132) et qui fait communiquer le coulis de gravillonnage du passage de colonne vers le trou de forage (10), et

un moyen permettant de cimenter de manière sélective une deuxième partie du trou de forage (10) autour du corps (102) de la pointe vers le talon, la colonne intérieure (110) étant mobile vers un deuxième état sélectif fermant de manière étanche le au moins un orifice de sortie (112) ainsi que l'orifice de cimentation (160A) et faisant communiquer le coulis de gravillonnage du passage de colonne vers le trou de forage (10).

2. Appareil selon la revendication 1, dans lequel, dans le premier état sélectif, le au moins un filtre (140) est conçu pour faire communiquer des retours de gravillonnage du trou de forage (10) vers le passage de corps, et
dans lequel, dans le deuxième état sélectif, l'orifice pour retours (160B) est conçu pour faire communiquer des retours de cimentation entre le trou de forage (10) et le passage de corps.

3. Appareil selon la revendication 1 ou 2, dans lequel le corps (102) comprend une colonne perdue (170) agencée dans le trou de forage (10) à partir d'un dispositif de suspension de colonne perdue (14), dans lequel la colonne perdue (170) définit l'orifice de cimentation (160A), et dans lequel le dispositif de suspension de colonne perdue (14) ou la colonne perdue (170) définit l'orifice pour retours (160B).

4. Appareil selon l'une quelconque des revendications 1, 2 ou 3, dans lequel le corps (102) comprend un élément isolant (104) agencé entre le au moins un filtre (140) et l'orifice de cimentation (160A) et des parties haut de trou et fond de trou isolantes du trou de forage (10).

5. Appareil selon l'une quelconque des revendications 1 à 4, dans lequel le au moins un orifice de sortie (112) de la colonne intérieure (110) comprend un orifice de sortie de gravillonnage (112) et comprend un orifice de sortie de cimentation (112') agencé en haut de trou par rapport à l'orifice de sortie de gravillonnage (112), et dans lequel la colonne intérieure (110) comprend un clapet (115) fermant de manière sélective une communication fluidique du passage de colonne avec l'orifice de sortie de gravillonnage (112), ou dans lequel la colonne intérieure (110) comprend un manchon (111) agencé mobile dans le passage de colonne et coulissant pour s'ouvrir par rapport à l'orifice de sortie de cimentation (112') en réaction à une pression appliquée à une bille lâchée (117) logée dans le manchon coulissant (111), la bille lâchée (117) empêchant une communication fluidique au sein du passage de colonne avec l'orifice de sortie de gravillonnage (112).

6. Appareil selon l'une quelconque des revendications 1 à 4, dans lequel au moins un parmi les orifices de cimentation et pour retours (160A-B) comprend un clapet (165) ouvrant de manière sélective une communication fluidique à travers ceux-ci, ou dans lequel au moins un parmi les orifices de cimentation et pour retours (160A-B) comprend un manchon (165) agencé dans le passage de colonne et mobile de manière sélective par rapport au au moins un parmi les orifices de cimentation et pour retours (160A-B), de sorte que la colonne intérieure (110) comprend un sélecteur (108) déplaçant de manière mécanique le manchon (165) lorsqu'il est agencé par rapport à celui-ci.

7. Appareil selon l'une quelconque des revendications 1 à 6, comprenant en outre un premier dispositif passerelle (150) s'étendant à partir du au moins un orifice de gravillonnage (132) et faisant communiquer le coulis de gravillonnage du au moins un orifice de gravillonnage (132) vers le trou de forage (10).

8. Appareil selon l'une quelconque des revendications 1 à 7, dans lequel la colonne intérieure (110), dans le premier état sélectif, gravillonne dans le trou de forage (10) de la pointe vers le talon, et dans lequel la colonne intérieure (110), dans le deuxième état sélectif, fournit du coulis de cimentation de la pointe vers le talon du corps (102).

9. Appareil selon l'une quelconque des revendications 1 à 8, dans lequel le corps (102) définit un orifice de pointe (126) dans une pointe du corps (102), et dans lequel la colonne intérieure (110) déplacée vers un troisième état sélectif au sein du passage de corps ferme de manière étanche l'orifice de sortie (112) ainsi que l'orifice de pointe (126) et fait communiquer le passage de colonne avec le trou de forage (10), et dans lequel l'orifice de pointe (126) comprend une communication de commande de clapet à travers l'orifice de pointe (126).

10. Appareil selon l'une quelconque des revendications 1 à 9, dans lequel le au moins un orifice de gravillonnage (132) comprend des premier et deuxième orifices de gravillonnage (132A-B), et dans lequel le au moins un filtre (140) comprend un premier filtre (140A) agencé sur le corps (102) entre les premier et deuxième orifices de gravillonnage (132A-B) et comprend un deuxième filtre (140B) agencé sur le corps (102) en haut de trou par rapport au deuxième orifice de gravillonnage (132B), et dans lequel :

dans une première étape du premier état sélectif, le au moins un orifice de sortie (112) fait communiquer du coulis de gravillonnage avec le trou de forage (10) par l'intermédiaire du premier orifice de gravillonnage (132A) et au moins un parmi les premier et deuxième filtres (140A-B) fait communiquer des retours de gravillonnage du trou de forage (10) vers le passage de corps, et/ou

dans une deuxième étape du premier état sélectif, le au moins un orifice de sortie (112) fait communiquer du coulis de gravillonnage avec le trou de forage (10) par l'intermédiaire d'un dispositif passerelle (150) alternatif raccordé au deuxième orifice de gravillonnage (132B) et le corps (102) comprend une dérivation (128) faisant communiquer des retours de gravillonnage du trou de forage (10) vers le passage de corps.

11. Appareil selon l'une quelconque des revendications 1 à 10, comprenant une pluralité d'agencements (102A-B) du au moins un filtre (140) et du au moins un orifice de gravillonnage (132) agencés le long du corps (102) entre la pointe et l'orifice de cimentation (160A), et comprenant en outre une pluralité d'éléments isolants (104A-B) agencés sur le corps (102) entre lesdits agencements (102A-B) du au moins un filtre (140) et du au moins un orifice de gravillonnage (132).

12. Procédé de gravillonnage-cimentation destiné à un trou de forage (10), le procédé comprenant les étapes consistant à :

déployer un appareil (100) dans le trou de forage (10), l'appareil (100) présentant une pointe et un talon ;

déployer une colonne intérieure (110) dans un passage de l'appareil (100) ;

déplacer au moins un orifice de sortie (112) de la colonne intérieure (110) vers au moins un orifice de gravillonnage (132) agencé entre au moins un filtre (140) et la pointe de l'appareil (100) ;

gravillonner une première partie du trou de forage (10) autour de l'appareil (100) de la pointe vers le talon grâce à une étape consistant à faire circuler du coulis de gravillonnage à travers le au moins un orifice de gravillonnage (132) jusque dans le trou de forage (10) ;

déplacer le au moins un orifice de sortie (112) de la colonne intérieure (110) vers un orifice de cimentation (160A) agencé entre le au moins un filtre (140) et le talon de l'appareil (100) ; et

cimenter une deuxième partie du trou de forage (10) autour de l'appareil (100) de la pointe vers le talon grâce à une étape consistant à faire circuler du coulis de cimentation à travers l'orifice de cimentation (160A) jusque dans le trou de forage (10).

13. Procédé selon la revendication 12, dans lequel l'étape de cimentation comprend une étape consistant à faire circuler des retours de cimentation en provenance de la deuxième partie du trou de forage (10) à travers un orifice pour retours (160B) agencé entre l'orifice de cimentation (160A) et le talon de l'appareil (100).

14. Procédé selon la revendication 12 ou 13, dans lequel l'étape de déploiement de l'appareil (100) dans le trou de forage (10) comprend une étape consistant à suspendre une colonne perdue (170) dans le trou de forage (10) à partir d'un dispositif de suspension de colonne perdue (14) situé dans un cuvelage, dans lequel en outre la colonne perdue (170) définit l'orifice de cimentation (160A), et dans lequel le dispositif de suspension de colonne perdue (14) ou la colonne perdue (170) définit l'orifice pour retours (160B).

15. Procédé selon l'une quelconque des revendications 12, 13 ou 14, comprenant en outre une étape consistant à isoler (104) des parties haut de trou et fond de trou du trou de forage (10) entre le au moins un filtre (140) et l'orifice de cimentation (160A).

16. Procédé selon l'une quelconque des revendications 12 à 15, dans lequel le au moins un orifice de sortie (112) présent sur la colonne intérieure (110) comprend des premier et deuxième orifices de sortie (112, 112'), et dans lequel l'étape de gravillonnage comprend une étape consistant à faire circuler un coulis de gravillonnage à partir du premier orifice de sortie (112), et dans lequel l'étape de cimentation comprend une étape consistant à faire circuler du coulis de cimentation à partir du deuxième orifice de sortie (112'), et dans lequel l'étape de circulation à partir des premier et deuxième orifices de sortie (112, 112') comprend une étape consistant à ouvrir et fermer (113, 115, 117) de manière sélective une communication fluidique à travers les premier et deuxième orifices de sortie (112, 112').

17. Procédé selon l'une quelconque des revendications 12 à 15, dans lequel l'étape de circulation de coulis de cimentation à travers l'orifice de cimentation (160A) comprend une étape consistant à ouvrir de manière sélective (165) une communication fluidique à travers l'orifice de cimentation (160A).

18. Procédé selon l'une quelconque des revendications 12 à 15, et 17, dans lequel l'étape de circulation d'un coulis de cimentation à travers l'orifice de cimentation (160A) comprend une étape consistant à ouvrir de manière sélective (165) une communication fluidique à travers un orifice pour retours (160B) agencé entre l'orifice de cimentation (160A) et le talon du corps (102).

19. Procédé selon l'une quelconque des revendications 12 à 18, dans lequel l'étape de gravillonnage de la première partie du trou de forage (10) autour de l'appareil (100) comprend une étape consistant à évacuer du coulis de gravillonnage excédentaire de la colonne intérieure (110) vers le trou de forage (10), et dans lequel l'étape d'évacuation du coulis de gravillonnage excédentaire comprend les étapes consistant à :

évacuer le coulis de gravillonnage excédentaire dans le trou de forage (10) en direction de la pointe de l'appareil (100), et/ou

évacuer le coulis de gravillonnage excédentaire dans le passage de l'appareil (100) en direction de la pointe, et/ou

faire circuler des retours de gravillonnage en provenance du trou de forage (10) à travers une dérivation (128) de l'appareil (100).

Drawing