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WO2006128165A2 - Procede pour la recuperation souterraine d'hydrocarbures - Google Patents

Procede pour la recuperation souterraine d'hydrocarbures Download PDF

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Publication number
WO2006128165A2
WO2006128165A2 PCT/US2006/020901 US2006020901W WO2006128165A2 WO 2006128165 A2 WO2006128165 A2 WO 2006128165A2 US 2006020901 W US2006020901 W US 2006020901W WO 2006128165 A2 WO2006128165 A2 WO 2006128165A2
Authority
WO
WIPO (PCT)
Prior art keywords
liner
excavation
hydrocarbon
tunnel
well
Prior art date
Application number
PCT/US2006/020901
Other languages
English (en)
Other versions
WO2006128165A3 (fr
Inventor
John David Watson
Michael Helmut Kobler
Dana Brock
Original Assignee
Oil Sands Underground Mining, Inc.
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Oil Sands Underground Mining, Inc. filed Critical Oil Sands Underground Mining, Inc.
Priority to CA2609601A priority Critical patent/CA2609601C/fr
Publication of WO2006128165A2 publication Critical patent/WO2006128165A2/fr
Publication of WO2006128165A3 publication Critical patent/WO2006128165A3/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B43/00—Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B33/00—Sealing or packing boreholes or wells
    • E21B33/02—Surface sealing or packing
    • E21B33/03—Well heads; Setting-up thereof
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B43/00—Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells
    • E21B43/30—Specific pattern of wells, e.g. optimising the spacing of wells
    • E21B43/305—Specific pattern of wells, e.g. optimising the spacing of wells comprising at least one inclined or horizontal well
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21C—MINING OR QUARRYING
    • E21C41/00—Methods of underground or surface mining; Layouts therefor
    • E21C41/16—Methods of underground mining; Layouts therefor
    • E21C41/24—Methods of underground mining; Layouts therefor for oil-bearing deposits
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04—Lining with building materials
    • E21D11/08—Lining with building materials with preformed concrete slabs
    • E21D11/083—Methods or devices for joining adjacent concrete segments
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • E21D9/08—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield

Definitions

  • the present invention relates generally to a lined shaft and tunnel-based method and system for installing, operating and servicing wells for recovery of hydrocarbons, wherein the underground space is always isolated from the formation.
  • Oil is a nonrenewable natural resource having great importance to the industrialized world.
  • the increased demand for and decreasing supplies of conventional oil has led to the development of alternative sources of crude oil such as oil sands containing bitumen or heavy oil and to a search for new techniques for more complete recovery of oil stranded in conventional oil deposits.
  • Athabasca oil sands are a prime example of a huge alternative source of crude and is currently thought to have proven reserves of over 200 billion barrels recoverable by both surface mining and in-siru thermal recovery methods. There are also equally large untapped reserves of stranded light and heavy oil deposits from known reservoirs throughout North
  • bitumen deposits may be exploited by an appropriate underground mining technology. Although intensely studied in the 1970s and early 1980s, no economically viable underground mining concept has ever been developed for the oil sands. In 2001, an underground mining method was proposed based on the use of large, soft-ground tunneling machines designed to backfill most of the tailings behind the advancing machine. A description of this concept is included in U.S. 6,554,368 " Method and System for Mining Hydrocarbon-Containing Materials". When the oil sands deposits are too deep for economical surface mining, in-siru recovery methods are being used wherein the viscosity of the bitumen in the oil sand must first be reduced so that it can flow.
  • SAGD Steam Assisted Gravity Drain
  • the SAGD process was first reduced to practice at the Underground Test Facility ("UTF") in Alberta, Canada.
  • UTF Underground Test Facility
  • This facility involved the construction of an access shaft through the overburden and oil sands into the underlying limestone. From this shaft, self-supported underground workings were developed in the underlying limestone from which horizontal well pairs were drilled up and then horizontally into the oil sands formation.
  • the UTF is an example of "mining for access”, a technique that is also described below for recovery of stranded oil.
  • mining for access The principal mining method of interest for stranded oil continues to be mining for access. Some studies indicate that up to 80 percent of the oil remaining after primary and EOR techniques may be recovered using mining for access methods on deposits that are as deep as 1,500 meters. Mining for access can also be used to provide an underground platform for drilling rigs that can drill downward into a hydrocarbon formation below. Such a method could be applied, for example, to an offshore deposit. These mining methods, while well-known and feasible, do not adequately protect the underground workers from the gas, oil and water hazards associated with hydrocarbon reservoirs (both seepage of fluids and vapors as well as substantial inflows of water and gas, especially during installation of tunnels and drifts).
  • Soft-ground shafts are commonly concrete lined shafts and are sunk by a variety of methods often in the presence of pressurized aquifers. These methods include drilling and boring techniques sometimes where the shaft is filled with water or drilling mud to counteract local ground pressures. There are also shaft sinking techniques for sinking shafts under water using robotic construction equipment.
  • Soft-ground tunnels can be driven through water saturated sands and clays or mixed ground environments using large slurry, Earth Pressure Balance ("EPB") or mixed shield systems.
  • EPB Earth Pressure Balance
  • This new generation of soft-ground tunneling machines can now overcome water- saturated or gassy ground conditions and install tunnel liners to provide ground support and isolation from the ground formation for a variety of underground transportation and infrastructure applications
  • Developments in soft-ground tunneling led to the practice of micro-tunneling which is a process that uses a remotely controlled micro-tunnel boring machine combined with a pipe- jacking technique to install underground pipelines and small runnels.
  • Micro-tunneling has been used to install pipe from twelve inches to twelve feet in diameter and therefore, the definition for micro-tunneling does not necessarily include size.
  • the definition has evolved to describe a tunneling process where the workforce does not routinely work in the tunnel.
  • Drilling technologies for soft and hard rock are also well known.
  • Conventional rotary drilling and water jet drilling have been utilized in oil and gas well drilling, geothermal drilling, waste and groundwater control as well as for hard rock drilling.
  • a method for extracting hydrocarbons from a hydrocarbon-containing deposit includes the steps of: (a) forming an underground excavation having a section extending through a hydrocarbon deposit; (b) forming a substantially fluid impermeable liner extending along the section of the excavation; and (c) from the section of the excavation, forming, through the liner, a plurality of wells extending into the hydrocarbon deposit, wherein the wells inject a fluid into the hydrocarbon deposit and/or extract a hydrocarbon from the deposit.
  • a method for recovering hydrocarbons includes the steps of: (a) forming an excavation in a hydrocarbon-containing formation; and (b) maintaining an interior of the excavation behind an excavation device substantially sealed from selected fluids in the formation.
  • the excavation device is a tunnel boring machine.
  • a number of different seals are preferably maintained.
  • a first seal is maintained between an excavation face and an interior of an excavating machine by modifying the excavated material so as to maintain the excavated material at a pressure that is approximately the pressure of the formation.
  • a second seal at the interface between the tunnel boring machine and the excavation is formed by a moveable shield that is part of the tunnel boring machine.
  • a third seal is formed between a rear edge of the shield and a surface of the liner using a brush seal assembly.
  • a fourth seal is formed in the excavation behind the tunnel boring machine using a liner.
  • a fifth seal is formed at the mating surfaces of tunnel liner segments and sections.
  • the maintenance of a sealed work space can provide a safe working environment for accessing, mobilizing and producing hydrocarbons from underground.
  • the seals can prevent unacceptably high amounts of unwanted and dangerous gases from collecting in the excavation. It can also allow the excavation to be located in hydrologically active formations, such as formations below a body of water or forming part of the water table.
  • Prior art underground mining-for-oil methods require a competent rock formation underlying the hydrocarbon deposit.
  • the present invention can enable development of hydrocarbon deposits from an underground workspace, such as those deposits overlying soft and/or fractured ground while always providing a safe working environment.
  • the underground workspace of the present invention can therefore be installed below, inside or above the hydrocarbon reservoir.
  • a method for extracting a hydrocarbon includes the steps of (a) forming a liner in an underground excavation; and (b) forming a plurality of wells passing through the liner and into a hydrocarbon-containing deposit.
  • the liner when formed, comprises a tool to facilitate at least one of well drilling, well completion, and hydrocarbon production from a well.
  • the tool for example, can be an anchor point for engaging a wellhead control assembly used in the at least one of well drilling, well completion, and hydrocarbon extraction, a sensor for measuring and/or monitoring fluid flow and/or formation pressure.
  • a method for recovering hydrocarbons includes the steps of: (a) in an underground excavation, providing a lined excavation, the lined excavation extending through a hydrocarbon-containing formation, and a liner in the lined excavation including a plurality of fluid injection ports; (b) injecting a fluid, through the fluid injection ports, into the hydrocarbon-containing formation; and (c) collecting hydrocarbons mobilized by the injected fluid.
  • the lined tunnel has an impervious material positioned between at least first and second fluid permeable annular spaces positioned between the liner and a surface of the excavation, to inhibit the movement of the injected fluid from the first annular space to the second annular space.
  • This configuration uses the liner as the fluid injection and collection mechanism in addition to or in lieu of wells drilled into the formation from the excavation. It therefore can provide substantial production increases relative to a tunnel configuration used only to install wells.
  • the fluid is steam or a diluent
  • the method further includes the steps of transporting the fluid from the surface through the underground excavation to a set of injectors in communication with the injection ports and with the first and second annular spaces. If the fluid is steam, the temperature and/or pressure of the steam may be returned to a selected level during transportation.
  • the various embodiments can provide advantages relative to the prior art. For example, the use of underground excavations to recover hydrocarbons from many types of hydrocarbon- containing deposits, such as heavy oil and stranded oil deposits, can provide higher recovery rates and higher overall recovery factors at substantial cost savings relative to conventional surface-based techniques. Because hydrocarbon deposits and surrounding formations are typically soft and/or fractured rock, the invention can use tunnel boring machines to form the excavation. Tunnel boring machines are mature and highly robust continuous excavation technique. The location of the excavation in the hydrocarbon-containing formation itself can permit the liner to be used as the fluid injection and/or collection medium without the need to drill a large number of wells.
  • Drilling a large number of wells from underground can be cost effective since each well does not have to traverse long distances of barren overburden such as is required by wells drilled from the surface.
  • the use of liners can inhibit long-term surface subsidence above the excavation, thereby limiting the environmental impact of hydrocarbon recovery and enabling the recovery of hydrocarbons from deposits under, for example, developed farm lands, small towns, lakes, rivers and protected wildlife habitats.
  • a hydrocarbon is an organic compound that includes primarily, if not exclusively, of the elements hydrogen and carbon. Hydrocarbons generally fall into two classes, namely aliphatic, or straight chain, hydrocarbons, cyclic, or closed ring, hydrocarbons, and cyclic terpenes. Examples of hydrocarbon-containing materials include any form of natural gas, oil, coal, and bitumen that can be used as a fuel or upgraded into a fuel. Hydrocarbons are principally derived from petroleum, coal, tar, and plant sources. Hydrocarbon production or extraction refers to any activity associated with extracting hydrocarbons from a well or other opening. Hydrocarbon production normally refers to any activity conducted in or on the well after the well is completed.
  • hydrocarbon production or extraction includes not only primary hydrocarbon extraction but also secondary and tertiary production techniques, such as injection of gas or liquid for increasing drive pressure, mobilizing the hydrocarbon or treating by, for example chemicals or hydraulic fracturing the well bore to promote increased flow, well servicing, well logging, and other well and wellbore treatments.
  • secondary and tertiary production techniques such as injection of gas or liquid for increasing drive pressure, mobilizing the hydrocarbon or treating by, for example chemicals or hydraulic fracturing the well bore to promote increased flow, well servicing, well logging, and other well and wellbore treatments.
  • a liner as defined for the present invention is any artificial layer, membrane, or other type of structure installed inside or applied to the inside of an excavation to provide at least one of ground support, isolation from ground fluids (any liquid or gas in the ground), and thermal protection.
  • a liner is typically installed to line a shaft or a tunnel, either having a circular or elliptical cross-section. Liners are commonly formed by precast concrete segments and less commonly by pouring or extruding concrete into a form in which the concrete can solidify and attain the desired mechanical strength.
  • a liner tool is generally any feature in a tunnel or shaft liner that self-performs or facilitates the performance of work. Examples of such tools include access ports, injection ports, collection ports, attachment points (such as attachment flanges and attachment rings), and the like.
  • a mobilized hydrocarbon is a hydrocarbon that has been made flowable by some means. For example, some heavy oils and bitumen may be mobilized by heating them or mixing them with a diluent to reduce their viscosities and allow them to flow under the prevailing drive pressure. Most liquid hydrocarbons may be mobilized by increasing the drive pressure on them, for example by water or gas floods, so that they can overcome interfacial and/or surface tensions and begin to flow.
  • a seal is a device or substance used in a joint between two apparatuses where the device or substance makes the joint substantially impervious to or otherwise substantially inhibits, over a selected time period, the passage through the joint of a target material, e.g., a solid, liquid and/or gas.
  • a seal may reduce the in-flow of a liquid or gas over a selected period of time to an amount that can be readily controlled or is otherwise deemed acceptable.
  • a seal between a TBM shield and a tunnel liner that is being installed may be sealed by brushes that will not allow large water in-flows but may allow water seepage which can be controlled by pumps.
  • a seal between sections of a tunnel may be sealed so as to (1) not allow large water in-flows but may allow water seepage which can be controlled by pumps and (2) not allow large gas in-flows but may allow small gas leakages which can be controlled by a ventilation system.
  • a shaft is a long approximately vertical underground opening commonly having a circular cross-section that is large enough for personnel and/or large equipment.
  • a shaft typically connects one underground level with another underground level or the ground surface.
  • a tunnel is a long approximately horizontal underground opening having a circular, elliptical or horseshoe-shaped cross-section that is large enough for personnel and/or vehicles.
  • a tunnel typically connects one underground location with another.
  • An underground workspace as used in the present invention is any excavated opening that is effectively sealed from the formation pressure and/or fluids and has a connection to at least one entry point to the ground surface.
  • a well is a long underground opening commonly having a circular cross-section that is typically not large enough for personnel and/or vehicles and is commonly used to collect and transport liquids, gases or slurries from a ground formation to an accessible location and to inject liquids, gases or slurries into a ground formation from an accessible location.
  • Well drilling is the activity of collaring and drilling a well to a desired length or depth.
  • Well completion refers to any activity or operation that is used to place the drilled well in condition for production.
  • Well completion includes the activities of open-hole well logging, casing, cementing the casing, cased hole logging, perforating the casing, measuring shut-in pressures and production rates, gas or hydraulic fracturing and other well and well bore treatments and any other commonly applied techniques to prepare a well for production.
  • Wellhead control assembly as used in the present invention joins the manned sections of the underground workspace with and isolates the manned sections of the workspace from the well installed in the formation.
  • the wellhead control assembly can perform functions including: allowing well drilling, and well completion operations to be carried out under formation pressure; controlling the flow of fluids into or out of the well, including shutting off the flow; effecting a rapid shutdown of fluid flows commonly known as blow out prevention; and controlling hydrocarbon production operations.
  • a reference to oil herein is intended to include low API hydrocarbons such as bitumen (API less than -10°) and heavy crude oils (API from ⁇ 10° to ⁇ 20°) as well as higher API hydrocarbons such as medium crude oils (API from ⁇ 20° to ⁇ 35°) and light crude oils (API higher than -35°) .
  • Primary production or recovery is the first stage of hydrocarbon production, in which natural reservoir energy, such as gasdrive, waterdrive or gravity drainage, displaces hydrocarbons from the reservoir, into the wellbore and up to surface. Production using an artificial lift system, such as a rod pump, an electrical submersible pump or a gas-lift installation is considered primary recovery.
  • Secondary production or recovery methods frequently involve an artificial-lift system and/or reservoir injection for pressure maintenance.
  • the purpose of secondary recovery is to maintain reservoir pressure and to displace hydrocarbons toward the wellbore.
  • Tertiary production or recovery is the third stage of hydrocarbon production during which sophisticated techniques that alter the original properties of the oil are used.
  • Enhanced oil recovery can begin after a secondary recovery process or at any time during the productive life of an oil reservoir. Its purpose is not only to restore formation pressure, but also to improve oil displacement or fluid flow in the reservoir.
  • the three major types of enhanced oil recovery operations are chemical flooding, miscible displacement and thermal recovery.
  • each of the expressions “at least one of A, B and C”, “at least one of A, B, or C”, “one or more of A, B, and C", “one or more of A, B, or C" and "A, B, and/or C” means A alone, B alone, C alone, A and B together, A and C together, B and C together, or A, B and C together.
  • Figure 1 is a schematic side view of the excavating process for installing a lined tunnel in a hydrocarbon formation under pressure.
  • Figure 2 is a schematic end view of tunnel liner.
  • Figure 3 is an isometric view of a shaft, tunnel and well complex installed in a hydrocarbon formation.
  • Figure 4 is a plan view of a typical configuration of wells drilled from tunnels in a hydrocarbon formation.
  • Figure 5 is an end view of multiple tunnels and wells installed near the bottom of a hydrocarbon formation.
  • Figure 6 is an end view of multiple tunnels and wells installed from below a hydrocarbon formation.
  • Figure 7 is a sectioned side view through a tunnel liner segment illustrating a ring assembly embedded in a liner segment.
  • Figure 8 is an isometric view of a ring assembly such as shown in Figure 8.
  • Figure 9 shows an isometric view of a tunnel liner section with a type of embedded assembly in each liner segment.
  • Figure 10 shows an isometric view of a tunnel liner section with another type of embedded assembly in each segment.
  • Figure 11 shows a schematic side view of wellhead control equipment installed in a tunnel or shaft liner.
  • Figure 12 shows a schematic end view of drill rig in travel position mounted on a tunnel rail car.
  • Figure 13 shows a schematic plan view drill rig in drilling position to drill a horizontal well through the side of the tunnel liner.
  • Figure 14 shows a schematic end view of a method for recovery of hydrocarbons from a backfilled tunnel liner by SAGD.
  • Figure 15 is an isometric view of tunnel liner sections showing two types of SAGD injector and collector ports.
  • Figure 16 is an end view of a tunnel showing a SAGD steam chamber.
  • Figure 17 is a side view schematic of a soft-ground TBM showing its principal sealing points.
  • Figure 18 illustrates features of tunnel liner sealing.
  • the present invention discloses a method for installing an underground workspace suitable for drilling wells into a hydrocarbon formation wherein the underground workspace is fully lined in order to provide ground support and isolation from formation pressures, excessive temperatures, fluids and gases.
  • the lining also provides anchor points for various apparatuses or liner tools that allow drilling wells, installing casing for injection of fluids into the formation, measuring and monitoring the formation, and collection of fluids from the formation, all while maintaining a seal between the interior working space and the formation.
  • the process of maintaining isolation of the underground work space from the formation includes the phases of (1) installation of underground workspace and wells and (2) all production and maintenance operations from the underground workspace.
  • the underground work space is provided principally by lined shafts and lined tunnels.
  • the shafts and tunnels themselves may also serve as large injection and collection "wells" when they are installed in the hydrocarbon formation. Because the underground workspace is installed and operated in full isolation from the formation pressures and fluids, the workspace can be installed above, inside or below the hydrocarbon formation in soft or mixed ground. hi the descriptions below, it is understood that the functions described for tunnel liners also apply to shaft liners.
  • FIG. 1 is an idealized schematic side view of one aspect of the present invention.
  • a hydrocarbon formation 102 is shown under an overlying layer of rock and earth 101 which has a surface 103.
  • the hydrocarbon deposit 102 lays on top of a basement rock 104.
  • a soft-ground tunnel boring machine (“TBM”) is shown near the bottom of the hydrocarbon formation 102.
  • the TBM is moving from right to left.
  • the TBM is comprised of a rotating cutter head 110 and a moveable shield 111.
  • a tunnel liner 112 is erected by sections 105 inside the shield 111 as the TBM advances.
  • the tunnel liner 112 may be formed by sections 105 which are joined together at joints 106 inside the shield 111 during the tunneling process.
  • the sections 105 are preferably precast concrete segments but maybe fabricated from other structural materials such as, for example, structural steel or composites of structural steel and concrete.
  • the sections are preferably formed from a high temperature concrete mix and well-cured before installation.
  • the bottom of the finished tunnel is located as shown by separation 107 above the basement formation 104.
  • the bottom of the tunnel liner 112 When placed at the bottom of the hydrocarbon formation 102, the bottom of the tunnel liner 112 would typically be located within about 0 to 5 meters of the basement formation 104 depending on geologic conditions such as for example a zone of water or water saturated sand lying on the basement formation 104.
  • the liner 112 remains in place and provides ground support as the cutting head 110 and shield 111 are moved forward.
  • a soft-ground tunnel liner 112 is formed from 3 or 4 segments which are bolted and gasketed together to form a short cylindrical section 105 of tunnel liner.
  • short liner sections 105 are assembled and positioned within a shield that is part of the excavating machine, in such a way as to maintain a continuous seal between the working area and the formation being excavated.
  • Installing the tunnel liner while sealed against the formation controls the seepage of fluids and vapors from the hydrocarbon deposit into the tunnels and drifts of underground working space.
  • the liner also allows the TBM crew to control more substantial water and/or gas inflows encountered during excavation by well- known methods such as water pumps and ventilation air flows.
  • the tunnel diameters envisioned by the present invention are in the range of about 3 meters to about 12 meters.
  • the tunnel liner thicknesses are typically in the range of about 75 millimeters to about 600 millimeters.
  • the liners may be formed from concrete or other low- cost structural materials and may contain layers of plastic or rubber materials to provide additional sealing.
  • the liner may be formed by erecting segments or by continuously extruding concrete into a form.
  • the diameter of the cutter head 110 is typically slightly larger than the diameter of the shield.
  • the TBM is used to install a fixed tunnel liner 112 which is shown as having a slightly smaller diameter than the TBM shield 111.
  • a gap 113 is therefore formed between the inner diameter of the excavation 109 and the outer diameter of the tunnel liner 112.
  • the width of the gap 113 may be controlled and backfilled with a suitable material to serve several functions as will be discussed later.
  • the gapl 13 is typically in the range of 25 millimeters to about 300 millimeters and may be back-filled with an appropriate material such as grout, gravel or not be backfilled, depending on the application and ground situation.
  • the tunnel liner 112 is preferably installed by using a slurry or Earth Pressure Balance (“EPB”) tunnel boring machine (“TBM”) and conventional tunnel liner installation technology.
  • EB Earth Pressure Balance
  • TBM tunnel boring machine
  • This tunneling method allows a liner to be installed while following the desired trajectory through the hydrocarbon deposit 102.
  • This trajectory may be designed to follow the deposit which may have been formed by a river or estuary for example.
  • the length of the tunnel is dependent on the geology of the hydrocarbon deposit 102 and maybe in the approximate range of 500 meters to 10,000 meters or longer if the deposit persists and/or if a number of deposits are separated by short sections of barren ground.
  • the installation of the tunnel liner 112 may be initiated from a portal developed at the surface or by assembling the TBM and its equipment using an access shaft excavated from the surface 103 through the overburden 101 to the bottom of the hydrocarbon deposit 102.
  • a tunnel liner 112 can be installed to within a few millimeters of its desired design location. If the tunnel is used in a thermal recovery operation, this capability therefore places a desirable low limit on the variance of placement of injection and collection points that is considerably more precise than is currently possible with horizontal drilling methods operated from the ground surface 103.
  • soft- ground tunneling machines are limited to formation fluid pressures of about 10 to 12 bars.
  • This limitation is currently dictated by seal design for fluid seals between the TBM shield 111 and the section of tunnel liner 105 erected under the shield 111.
  • This pressure limitation can be increased by improved seal design.
  • the present invention is limited to hydrocarbon deposits where ambient formation fluid pressures do not exceed about 15 bars. It is also possible, using known tunneling techniques, to locally drain fluids (dewatering and degassing). If the formation is relatively impermeable, then this can reduce local formation fluid pressures and inflow rates to allow the tunneling machine to proceed without exceeding the pressure limits on its seals.
  • the pressure limitation can be considerably higher than 10 bars as the pressure limit is now dictated by the structural integrity of the liner and/or the sealing technology used to form gaskets between liner segments (unless extruded liner technology, which does not require gaskets, is used).
  • the tunnel liner serves a number of purposes.
  • the tunnel liner 112 can also be installed in the basement formation 104 if desired. If the basement formation is soft or mixed ground, the tunnel would be formed from liner sections such as described above.
  • the tunnel can be excavated by a hard rock TBM and the tunnel walls can be grouted or by other means to provide a seal.
  • the tunnel can be formed by using soft-ground techniques(including installing a liner) but with a hard rock TBM cutter head. This latter method may be preferable, for example, if there were substantial in-flows of water or gas anticipated, as might be the case for basement formations underlying many hydrocarbon deposits.
  • FIG. 2 is a schematic end section view of a tunnel liner such as may be installed over, in or under a hydrocarbon reservoir.
  • This view shows a tunnel liner 201 installed in a hydrocarbon formation 202.
  • the hydrocarbon formation 202 sits atop an underlying basement formation 203 and is overlain by a non-hydrocarbon bearing formation 204 which reaches to the surface 205.
  • the tunnel liner 201 isolates the interior of the tunnel 206 from the hydrocarbon deposit 202.
  • the tunnel liner may have an optional backfill zone 207 around the liner. The backfill zone is typically formed during the excavating process as part of the excavating and tunnel liner erection process.
  • the backfill may include grout, concrete, sand, pebbles, small rock and the like and may provide additional sealing capability or drainage around the tunnel liner 201.
  • the backfill zone 207 is not necessarily circular in cross-section as shown but maybe approximately elliptical in cross-section with much of the backfill material being above the spring-line 210 of the tunnel liner cross-section. It is also possible in some hydrocarbon formations to not backfill the zone 207 but allow the ground to expand and fill in the zone 207. This may be desirable for some applications, for example, in many oil sands formations.
  • FIG. 3 is an isometric view of a shaft, tunnel and well complex installed in a hydrocarbon formation.
  • This figure shows a shaft 305 connecting the surface 301 with a hydrocarbon formation 303.
  • the hydrocarbon formation itself may be comprised of one or more zones of hydrocarbon, each separated by a thin permeable barrier.
  • a shaft 305 penetrates the formations 302 overlaying the hydrocarbon formation 303 and terminating in a basement formation 304.
  • the shaft 305 may be sunk below the hydrocarbon formation 303 to accommodate shaft elevator equipment or provide a sump volume for the oil produced.
  • the shaft 305 connects the surface with two tunnels 306 and 307.
  • the upper tunnel 307 may be used for example to install producer or injection wells into the top of the hydrocarbon formation 303.
  • the lower tunnel 306 may be used for example to install producer or injection wells into the bottom of the hydrocarbon formation 303.
  • blind wells 308 are shown drilled horizontally into the hydrocarbon formation.
  • wells can be drilled at any angle into the formation as will be described in subsequent figures.
  • a key feature of this installation are the junctions 309 between the shaft 305 and the tunnels 306 and 307. If these junctions are in a pressurized or gassy or fluid-saturated portion of the formation, they must be sealed junctions. The junctions are not necessarily sealed during installation as dewatering, degassing or other well known techniques can be applied during installation to cope with fluid or gas inflows. A method for maintaining a seal at such junctions 309 during installation is described in Figure 18.
  • FIG. 4 is a schematic plan view of a typical configuration of wells drilled from tunnels in or adjacent to a hydrocarbon formation.
  • the tunnels themselves may contain provisions for directly injecting steam and collecting fluids and therefore act as large wells themselves.
  • One or more tunnels 401 are driven substantially horizontally into a hydrocarbon formation, approximately following the path of interest in the formation.
  • a plurality of wells 402, 403, 404, 405 and 408 are drilled outwardly from each tunnel 401 into the hydrocarbon formation. These wells are drilled from the tunnel and are designed to remain substantially within the hydrocarbon deposit. If more than one tunnel is installed, then the tunnels are spaced apart by a distance in the range of approximately 200 to 1,000 meters as indicated by well 402 which connects two tunnels 401.
  • wells 403, 404, 405 and 408 are drilled from the tunnels 401 and terminate in the hydrocarbon formation as blind wells.
  • the lengths of the wells 403, 404, 405 and 408 are approximately half the distance between adjacent tunnels. The lengths of wells are thus in the approximate range of about 100 to about 400 meters. If all the wells are drilled as blind wells, the spacing between tunnels may be as much as about 2,000 meters and the blind wells may be up to about 1,000 meters in length.
  • Other wells 402 may be drilled from one tunnel to the other.
  • Other wells 405 may be drilled into the hydrocarbon formation and then offshoot wells 406 can be additionally drilled.
  • any number of offshoot wells 406 can be drilled from the initial well 405.
  • the wells may be drilled from any location along the length of the tunnels 401 but are typically spaced in the range of approximately 25 to approximately 150 meters apart.
  • Wells originating from adjacent tunnels may or may not overlap in lateral extent as shown by examples 408 (non-overlapping) and 404 (overlapping).
  • wells can be drilled as pairs with one well above the other to form a well pair such as used in SAGD operations.
  • the tunnels 401 which can be curved if necessary to follow the meanderings of a hydrocarbon formation.
  • there can be one two or more tunnels which may or may not be connected with cross drifts or wells.
  • FIG. 5 is a schematic end section view of multiple tunnels and wells installed near the bottom of a hydrocarbon formation 501 showing a surface 504, an overburden 503 and an underlying basement formation 502. It is understood that the hydrocarbon formation 501 may be comprised of multiple producing zones, each zone being separated by a thin permeability barrier.
  • Each tunnel 505 provides an underground workspace for drilling and operating wells in the hydrocarbon formation 501. The tunnels 505 are driven roughly parallel to each other with a spacing 506.
  • the spacing 506 between adjacent tunnels 505 is typically in the range of about 100 to about 2,000 meters.
  • the tunnel is formed by a structural liner (as illustrated, for example, in Figure 2) which is preferably constructed of approximately cylindrical sections that are gasketed and bolted together to form a workspace effectively sealed from the surrounding formation.
  • the diameter of the tunnels 505 is preferably in the range of about 3 meters to 12 meters.
  • Well 511 is drilled through the hydrocarbon formation 501 from tunnel to tunnel, the tunnels 501 being approximately in the range of about 200 meters to about 1,000 meters apart in this case.
  • Well 514 is drilled out into the hydrocarbon formation 501 and terminates as a blind well in the hydrocarbon formation 510.
  • a blind well 514 is typically in the length range of approximately 100 to 1,000 meters but may be longer as blind drilling techniques are improved.
  • Inclined well 515 is drilled to various desired locations in the hydrocarbon formation 510 and may be used, for example, to inject fluids for enhanced oil recovery ("EOR").
  • Well 516 is drilled down from the surface to connect with a tunnel.
  • Well 516 may have a horizontal section 513 in the hydrocarbon formation 501 as shown.
  • the horizontal section 513 of well 516 is typically in the length range of approximately 100 to 1,000 meters but may be longer as surface drilling techniques are improved.
  • Well 517 is drilled vertically down and terminates as blind well in the basement formation 502.
  • Well 517 maybe used, for example to sequester carbon dioxide or other gases or fluids that may be sequestered in the underlying formation.
  • the diameters of the wells, the lengths of the wells and the spacing of the wells around the tunnels and along the length of the tunnels are controlled by the instructions of the reservoir engineer.
  • the well lengths are limited by the drilling technology employed but are at least in the range of about 100 to 1,000 meters in length.
  • the well diameters are in the range of about 50 mm to 1,000 millimeters, depending on the instructions of the reservoir engineer.
  • the wells may be drilled as single wells, as well pairs such as commonly used in SAGD thermal recovery operations or as three well stacks such as used in some advanced SAGD thermal recovery operations.
  • the methods of drilling from within the tunnels 505 may include, for example, conventional soft ground drilling methods using rotary or augur bits attached to lengths of drill pipe which are lengthened by adding additional drill pipe sections as drilling proceeds.
  • Drilling methods may also include, for example, water jet drilling methods.
  • Drilling methods may also include, for example, micro-tunneling techniques where a slurry excavation head is used and is advanced into the deposit by pipe-jacking methods.
  • Forms of directional drilling may be used from within a tunnel. More conventional directional drilling methods may be used for wells or well pairs drilled from the surface to intercept a tunnel such as described in subsequent discussions.
  • Figure 6 is and end view of multiple tunnels and wells installed, for example, in a basement formation 602 just below a hydrocarbon formation 601. This figure also shows a surface 604 and an overburden 603 formation 602.
  • Figure 6 is similar to Figure 5 except the tunnels 605 are driven into an underlying basement formation 602 and the wells 611, 612, 614 and 615 must be drilled upwards out of the basement formation 602 and then horizontally at or near the bottom of the hydrocarbon formation 601.
  • the range of tunnel diameters and spacings and well pair diameters and spacings are the same as those described in Figure 5.
  • the techniques for drilling such well pairs from basement formation 602 into the hydrocarbon formation 601 has been established previously during the original development of the SAGD method at the Underground Test Facility ("UTF") in Alberta, Canada.
  • UTF Underground Test Facility
  • the drilling of well pairs was conducted from underground workings drilled & blasted into limestone underlying an oil sands deposit. If the wells or well pairs are drilled from tunnels installed into hard ground , then it is possible to drill & blast small caverns at each drilling location to provide additional working space for the well drilling equipment.
  • Each tunnel 605 provides an underground workspace for drilling and operating wells in the hydrocarbon formation 601.
  • the tunnel may formed by a structural liner (as illustrated in Figure 2) which is preferably constructed of approximately cylindrical sections that are gasketed and bolted together to form a workspace effectively sealed from the surrounding formation.
  • a structural liner as illustrated in Figure 2
  • wells may be drilled to connect with the tunnels 605.
  • the well 611 drilled between adjacent tunnels 605 the well can be drilled from one tunnel and ultimately intercept the adjacent tunnel. This will require an innovation to presently available drilling technology.
  • One way that this may be accomplished, for example, is to drill upwards from one tunnel out of the basement layer 602 and then horizontally at or near the bottom of the hydrocarbon deposit 601 until the horizontal well passes over the adjacent tunnel.
  • Well pair 614 is drilled out into the hydrocarbon formation 601 and terminates as a blind well pair in the hydrocarbon formation 610.
  • a blind well pair 614 is typically in the length range of approximately 100 to 1,000 meters but may be longer as blind drilling techniques are improved.
  • Inclined well 615 is drilled to various desired locations in the hydrocarbon formation 610 and may be used, for example, to inject fluids for enhanced oil recovery ("EOR").
  • Well 616 is drilled down from the surface to connect with a tunnel. Well 616 may have a horizontal section 613 in the hydrocarbon formation 601 as shown.
  • the horizontal section 613 of well 616 is typically in the length range of approximately 100 to 1,000 meters but may be longer as surface drilling techniques are improved.
  • Well 616 can be connected to tunnel 605 in the same way well 611 is connected. An example of this procedure was described previously.
  • Well 617 is drilled vertically down and terminates as blind well in the basement formation 602.
  • Well 617 may be used, for example to sequester gases or fluids.
  • wells may be drilled upwards at an inclination such as well 615 and then be directionally changed to be a horizontal well at a new elevation within the formation.
  • the diameters of the wells, the lengths of the wells and the spacing of the wells around the tunnels and along the length of the tunnels are controlled by the instructions of the reservoir engineer.
  • the wells may be drilled as single wells, as well pairs such as commonly used in SAGD thermal recovery operations or as three well stacks such as used in some advanced SAGD thermal recovery operations.
  • the tunnel would be formed from liner segments such as described previously.
  • the tunnel can be excavated by a hard rock TBM and the tunnel walls can be grouted or lined by other means to provide a seal unless the basement rock is impermeable.
  • the tunnel can be formed by using soft- ground techniques but with a hard rock TBM cutter head. This latter method may be preferable, for example, if there were substantial in-flows of water or gas anticipated, as might be the case for basement formations underlying many hydrocarbon deposits.
  • Access to the basement formation is typically by vertical shafts sunk from the surface 604 through the overburden layer 603 and hydrocarbon formation 601 and terminating in the basement formation 602.
  • the shafts are of a sufficient diameter to accommodate ventilation, access, and the large components of the tunneling machines. Utilizing Liners to Maintain Sealing While Drilling
  • Figure 7 is a side view through a liner segment illustrating a section through a ring assembly embedded in the liner segment.
  • this type of ring assembly may serve as a mounting device for a fluid cutting and control assembly including blow-out preventers and allows drilling, logging, casing and servicing of wells to be carried out while the interior workspace is fully sealed from the formation.
  • This ring assembly also allows drilling to be initiated from discrete orientations around the circumference of the tunnel. Threaded holes 705 are shown in each half 704 of the ring assembly. The holes 705 are on the inside 701 of the liner segment.
  • the liner segment is commonly made as a precast concrete 703 component having an inside surface 701 and an outside surface 702.
  • the ring assembly is preferably made from steel but may be fabricated using other structural materials such as aluminum, high strength plastics or the like.
  • a wellhead control assembly (such as shown in Figure 12) can then be mounted against the liner ring assembly with a gasket (not shown) forming a seal with surface 706.
  • This example is meant to illustrate how well-head equipment can be mounted using mounting assemblies cast into the tunnel liner. As can be appreciated, other types of mounting hardware can be cast into the tunnel liner.
  • Figure 8 is an isometric view of the ring assembly shown in Figure 7. This view shows two ring halves 801 of the assembly. Threaded holes 805 are shown on the inside (concave surface) of the ring halves. Connectors 803 made for example from re-bar hold the two ring halves together. The connectors 803 and rods 804 also serve to maintain the ring assembly in position when the concrete segment is fabricated. The threaded holes 805 are spaced at equal angles around the ring halves and allow the wellhead control assembly to be positioned at any of a number of discrete angles around the finished tunnel liner. For example, the wellhead control assembly can be mounted at angular spacings of from about 5° to about 15°.
  • FIG. 9 shows an isometric view of three liner segments, each segment with a ring assembly 906 such as described in Figures 7 and 8 cast into the liner wall.
  • the liner segments are bolted and gasketed together at overlapping joints 905 to form a short cylindrical section 901 of tunnel liner.
  • the liner section 901 has a diameter 902, a length 903 and a wall thickness 904.
  • the ring assemblies 906 are shown cast into the precast concrete segments.
  • the ring assemblies are preferably located about halfway along the length of the segments. As can be appreciated, more than one ring assembly may be cast into the liner segments and they may be located anywhere along the length of the segments consistent with segment structural integrity.
  • Figure 10 shows a liner section 1001 with rows of drain ports 1004 and 1005 installed in the tunnel liner.
  • the tunnel liner 1001 is comprised of segments joined lengthwise as denoted by joint 1002.
  • a bottom platform 1003 may be used to provide a flat surface for laying tracks or rails along the tunnel for transportation.
  • drain ports 1004 are shown located along both sides of the tunnel liner 1001 under platform 1003. This is a preferred location for drain ports since they can be plumbed into an oil/gas collection piping system installed inside the liner 1001 at the bottom for removing oil/gas that is collected as it drains around the outside of the tunnel liner 1001.
  • Additional drain ports 1005 are shown located along both sides of the upper portion of the tunnel liner 1001.
  • drain ports may be pre-cast into the liner during fabrication of liner segments or they may be installed in the liner after the liner itself has been installed in the ground. If pre-cast into the liner during fabrication of liner segments, the drain ports may be initially plugged by, for example, a threaded pipe plug compatible with connections to a piping system for oil/gas removal.
  • FIG 11 is a close up cutaway side view of a tunnel liner wall 1107 with well-head equipment 1103 installed.
  • the well-head equipment 1103 is attached and sealed to the tunnel liner 1107.
  • Well-head equipment 1103 is secured, for example, to a flange 1104 pre-cast into the tunnel liner wall 1107.
  • a portion of the well-head equipment 1103 is set into the formation 1105. As shown, that portion is typical of well-production operations and collects hydrocarbons and delivers them to a piping system 1106.
  • the equipment shown is a wellhead control assembly which includes blow-out preventers. Equipment such as this allows drilling, logging, casing and servicing of wells to be carried out while the interior workspace is fully sealed from the formation.
  • Figure 12 shows a drill rig in travel position mounted on a tunnel rail car.
  • a platform 1202 is installed inside a tunnel liner 1201.
  • Narrow gage rail tracks 1203 are installed along the platform 1202. These tracks are used for small tunnel locomotives and rail cars used to move men, materials, supplies and the like throughout the tunnel and, during tunnel driving operations, to supply, for example, backfilling material to the advancing face and to remove excavated material from the tunnel.
  • a drill rig car 1204 with wheels 1205 is shown in a drilling position.
  • Bearing pads 1206 are shown engaged with the liner walls by hydraulic cylinders 1207 and act to stabilize the drill rig during drilling, casing and other operations.
  • FIG. 12 This illustrates another advantage of a tunnel liner which is that it has a predictably smooth bearing surface on which the drill rig can stabilize itself and it can do so in almost any angular orientation.
  • the wheels 1205 can also be designed to grip the rails 1203 when in drilling position to further stabilize the drill rig during drilling and casing operations.
  • a drill with drill motor 1209, drill rod 1208 and drill bit 1210 is shown mounted on a movable mount.
  • the drill can be oriented as indicated by arrow 1212 to drill in any angular orientation around the tunnel liner.
  • the drill can also be moved up or down as indicated by arrow 1211.
  • the drill can be a mechanical drill such as a rotary or percussive drill; or a water jet drill; or a micro-tunnel machine; or a combination mechanical and water jet drill.
  • the drill rig can be used with well-head equipment such as shown in Figure 11 to initiate and complete a well while maintaining a seal between the interior workspace and the formation.
  • the drill rigs used in the present invention are designed to quickly add additional lengths of drill rod either by well-designed hand operations or by automatic addition of drill rod lengths such as practiced in petroleum drilling.
  • Figure 13 shows a plan view of a drill rig 1303 in drilling position to drill a horizontal well through the side of the tunnel liner 1301.
  • Rail tracks 1302 are shown along the platform that forms the tunnel floor. Bearing pads are shown engaged with the liner walls by hydraulic cylinders 1304.
  • a drill 1305 is shown in a number of positions viewed from above with an approximate range of drilling positions indicated by arrow 1306.
  • the drill rig shown in Figure 13 can be raised and lowered from the tunnel centerline through a distance of approximately about 1 A of a tunnel diameter.
  • the drill rig can also be rotated to allow wells to be drilled at any angular orientation (pitch angle).
  • the drill rig can also be rotated laterally to direct the drill line at an angle with respect to normal to the tunnel liner wall (yaw angle). Utilizing Tunnels for Thermal Recovery
  • Figure 14 shows an end view illustrating a method for using the tunnel liner for thermal recovery of heavy oil or bitumen.
  • a backfilled tunnel liner 1404 illustrates a means of isolating steam from mobilized fluids.
  • An end view of a tunnel is shown here embedded in an oil sands deposit 1401 just above the underlying basement rock 1402.
  • a tunnel structural liner 1404 provides ground support for an excavated bore 1403.
  • the liner 1404 is preferably fabricated using a high-strength, high-temperature concrete to form short liner segments that can be installed, gasketed and bolted together as part of the tunneling process.
  • the excavated tunnel bore and tunnel liner installation are preferably implemented using a soft-ground tunnel boring machine and well-known liner segment installation techniques.
  • the annular spaces 1405, 1411 and 1412 between the liner 1404 and the inner surface of the excavated bore 1403 are backfilled.
  • backfill is provided by a low cost, readily available material such as, for example, pea gravel, coarse sand, small rocks and/or the like or combinations of these materials.
  • the annular gap 1405, 1411 and 1412 is preferably in the range of about 25 millimeters to about 300 millimeters wide.
  • the portion of the annular space 1411 above the previously mentioned annular space 1405 is thereupon backfilled with a high-temperature grout shown as a solid grey filler.
  • the portion of the annular space 1412 above the previously mentioned annular space 1411 is then backfilled with a low cost, readily available material such as used in annular space 1405.
  • the grout in annular space 1411 serves to form a seal between the filler material in annular spaces 1405 and 1412. This feature can prevent injected steam from communicating or short-circuiting from injector ports 1407 to collector ports 1409. Steam may be injected through both ports 1407 and 1409 so as to heat up the oil sand formation surrounding the tunnel.
  • Steam is not allowed past the grout in annular space 1411 and cannot go around the grout because of the un-mobilized bitumen in the formation.
  • the steam mobilizes the bitumen around the top and bottom portions of the tunnel.
  • steam injection through ports 1409 is stopped and the mobilized bitumen is allowed to remain in place while steam continues to be injected through injection ports 1407.
  • volume is created for steam to be further injected into the formation through ports 1407.
  • steam is piped down the tunnel and a portion is injected at each injection port 1407.
  • the steam pipes may be wrapped with a common insulating material to minimize heat loss before injection into the formation.
  • An injection port or ports 1407 are located preferably in at least every tunnel liner segment as shown for example in Figure 15.
  • the steam injection port 1407 can inject the steam at the outside surface of the liner 1404 or more preferably just beyond the annular layer 1412 directly into the oil sand 1401 as shown in the present figure. Since the steam, generated on the surface or in the tunnel itself, is transported from its point of origin down the inside of the tunnel liner 1404 by a piping system 1406, its pressure and temperature can be readily monitored. If the steam conditions degrade with length down the tunnel, they can be returned to their desired levels by heater and compressor apparatuses located at intervals along the tunnel.
  • the fluids are collected through ports 1409 located near the bottom of the tunnel, hi this figure, two ports are shown at each cross-sectional location, although there maybe any number of ports from one to many at each cross-sectional location.
  • collection ports 1409 are located preferably in at least every tunnel liner segment as shown for example in Figure 15.
  • the collection ports 1409 feed into a piping system 1408 which allows the collected fluids to be transported through the tunnel and eventually pumped to the surface for further processing.
  • the tunnel liner also serves to insulate the interior workspace of the tunnel from the steam-heated formation. It does so by limiting the rate of heat flow through the liner (which is commonly made of concrete which has a low thermal conductivity) and by allowing the tunnel ventilation system to rapidly remove heated air so conducted into the tunnel.
  • the ability to over-cut a tunnel bore 1403, install an undersized liner 1404 and fill the resulting annular space with a number of different materials serving a number of functions, is an example of how modern tunneling technology can be used to enhance implementation of a SAGD process.
  • FIG 15 is an isometric view of a tunnel segment 1501 showing an example of a possible layout for slotted or circular injector and collector ports.
  • a tunnel can be used, for example, as a large diameter SAGD well, hi SAGD as currently practiced, the injector well is typically made from a steel tubing with long narrow slots formed into the tubing wall.
  • the slots are approximately 150 millimeters long and 0.3 millimeters wide. The narrow width of these slots is dictated by the requirement to prevent sand from entering into the slot when steam is not being injected and hot fluids (principally mobilized bitumen and condensed steam) are collected.
  • An injector port slot 1502 of the present invention is shown on top of a tunnel segment 1501.
  • the injector port 1502 is a long slot through which steam is injected into the formation.
  • the slot can be made during the fabrication of the tunnel liner segment 1501. It can be covered by a screen or screens that allow steam to be injected while sand is prevented from entering the slot when steam is not being injected.
  • the screen mesh is of a size that allows as much or more injection area while having openings approximately in the range of the slot widths used in conventional SAGD well pipe.
  • the collector port slots 1503 and 1504 can be made in the same way as the injector port slot 1502.
  • the injector port slot 1502 is typically placed at or near the top of the segment 1501.
  • One of more collector port slots are typically located in the bottom half of the segment 1501 as shown for example by the location of slots
  • the circumferential strength of the liner segment 1501 can be maintained for example by embedding reinforcing bar in the concrete liners across the slots in the circumferential direction.
  • the injection and collection port slots can be made as long slots that can be almost as long as the tunnel liner segments but, if necessary, substantially wider than the slots used in conventional SAGD well tubing.
  • Figure 15 also shows injector ports 1505 and collector ports 1506 and 1507. These ports are circular in section and it is possible to locate one to three circumferential rows of ports embedded in the liner 1501. These ports can be in the range of 100 mm to 400 mm in diameter.
  • the length of the tunnel 1500 may be in the approximate range of 500 meters to 10,000 meters.
  • the length 1511 of an individual tunnel liner segment 1501 is typically in the approximate range of 1 to 12 meters. If each tunnel segment 1501 has an injection port 1502 and collection ports 1504, the injection of steam and the collection of fluids, in effect, occurs along a line which corresponds to the length of the tunnel.
  • the tunnel which need not be straight but can be sinuous as shown in Figure 4, acts as a single long horizontal well pair such as used in conventional SAGD. Because the tunnel can have a diameter in the range of about 3 meters to about 12 meters, the collection area is substantially greater than the collection area of a collector well typically used in conventional SAGD.
  • the production rate per unit length of the present invention should be higher by a factor of about 2 to 4 than the production rate of a conventional SAGD collector well.
  • Figure 16 is an end view of a tunnel as represented by a tunnel liner 1609 showing a SAGD steam chamber as represented by its outwardly moving condensation front 1605.
  • Figure 16 also shows a ground surface 1602, an overburden layer 1603, an oil sand deposit 1601 and an underlying basement rock 1604.
  • the steam chamber is formed by steam injected 1608 through ports embedded in the tunnel liner 1609 and spaced along the length of the tunnel liner.
  • the present invention is a method of recovering hydrocarbons by developing an underground workspace that is isolated from the formation both during installation and operations. This requires means of sealing the excavating machines, drilling machines, and working spaces at all times.
  • the principal points of sealing are:
  • Lined shafts can be sunk in soft ground in the presence of formation pressure and fluids by well-known methods. For example, drilling mud can be used in conjunction with a large diameter drill bit to excavate the shaft and thick concrete walls can be installed before the mud is pumped out. Often, the surrounding ground can be dewatered and degassed by various well- known means to reduce formation pressures and fluid in-flows sufficiently so the shaft can be installed in short sections by a sequence of alternately excavating and pouring liner walls without drilling muds.
  • the shaft wall must be thick enough that the TBM can be sealed into place before it actually starts to bore.
  • the shaft wall is, say 1.5 meters thick at the penetration point, the inside 1 meter may be recessed into the wall so the curvature of the shaft would be eliminated and the cutting face of the boring machine can bear squarely on a boring surface (fibre reinforced concrete for example) over its entire circumference.
  • the outer shaft wall remaining would be thick enough to maintain a rigid seal under formation pressure but would be a boreable material such as for example by a fiber-reinforced concrete.
  • Specially configured, very short tunnel liner sections would be bolted into the recess. Then the TBM machine can bore out of the wall and into the formation as sealed as it would be for each additional liner section.
  • the above tunnel started from inside a shaft results in a tunnel liner section being installed and grouted in the hole bored through the shaft wall.
  • this joint can be further sealed by additional grouting the joint and/or by reinforcing it with a structural sealing ring system.
  • wells can be drilled through the shaft or tunnel wall liners by first attaching a wellhead control assembly (used for drilling, logging, operating and servicing wells, for example, at the well-head of a surface-drilled well) and then using this assembly to drill through the liner wall while maintaining a seal between the formation from the inside of the shaft or tunnel liner as illustrated for example in Figure 11. This is also a well-known practice.
  • a wellhead control assembly used for drilling, logging, operating and servicing wells, for example, at the well-head of a surface-drilled well
  • Figure 17 is a side view schematic of a soft-ground TBM showing its principal sealing points during excavation. This figure illustrates how an Earth Pressure Balance (“EPB”) machine is sealed against formation pressures and fluids. It is understood that the seals may not be perfect seals but will substantially reduce the in-flow of, for example, liquids to an amount that can be readily controlled by pumps. Similarly, in the case of gases, seals can substantially reduce the in flow of gas to amounts that can be readily controlled by ventilation systems.
  • Figure 17 shows a schematic of an EPB machine with a cutter head 1701 and muck ingestion ports 1702. The excavated material or muck is ingested into a chamber 1706 which is maintained at about local formation pressure (hence the name earth pressure balance).
  • the excavated material is mixed with a plasticizer that gives the muck cohesion.
  • a screw auger 1705 then transfers the plasticized muck to a conveyor system 1707.
  • the muck in the auger forms an effective seal between the chamber 1706 and the conveyor 1707.
  • the conveyor system 1707 may therefore be an open or closed system and may be operated at the ambient pressure in the manned working areas inside the TBM and tunnel.
  • the cutter head 1701 rotates within a shield 1703 and is sealed by well-known mechanical rotating sealing means.
  • a tunnel liner 1711 is assembled within the shield 1703. As the TBM moves forward(to wards the left in Figure 17), the shield 1703 moves with it and exposes newly formed liner sections 1712 to the formation.
  • a series of brush seals between the overlapping portion 1709 of the shield 1703 and liner sections 1712 form a substantial seal between the formation and the interior of the TBM/ tunnel liner.
  • these brush seals are limited to formation fluid pressures of about 10 to 12 bars.
  • the tunnel liner 1711 is formed by joining sections of liner 1712 at joints such 1713. These joints are sealed as described in the following figure. Once the tunnel liner is installed, the pressure limitation can be considerably higher than 10 bars as the pressure limit is now dictated by the structural integrity of the liner and/or the sealing technology used to form gaskets between liner sections and segments.
  • a slurry TBM seals in a slightly different way during excavation.
  • the slurry TBM cutting head excavates by forming the ground just ahead of it into a dense slurry.
  • the slurried muck is ingested into a pressurized chamber and then formed into a transportable slurry by adding additional water.
  • the slurry may be transported out of the tunnel at approximately formation pressure in a closed slurry system.
  • the excavation and muck removal can be carried out at or near formation pressure while the working areas in the TBM and tunnel can remain at ambient pressure and isolated from the slurried muck.
  • FIG. 18 illustrates features of tunnel liner sealing.
  • a soft-ground tunnel liner is commonly comprised of short cylindrical liner sections. The sections are in turn comprised of segments.
  • a tunnel liner may be formed by continuously extruding a concrete liner, a newer method that does not require as much sealing as a liner assembled from segments and sections.
  • An end view of a typical tunnel liner is shown in Fig. 18a showing three segments 1801 joined together at joints 1802 which may include sealing gaskets (not shown) and may be bolted 1803.
  • the segments are typically pre-cast and made from a high strength material such as for example concrete or fibre-reinforced concrete.
  • An additional optional sealing liner 1804 may be installed to provide additional sealing.
  • This sealing liner may be made of rubber, urethane or another tough sealing material.
  • a side view of the tunnel liner is shown in Fig. 18b illustrating two sections 1810 of outer diameter 1813 joined together by a joint 1811.
  • a longitudinal segment joint 1812 such as described in Fig. 18a is also shown.
  • sealing gasket mounting assembly 1821 is cast into the liner segments 1820.
  • a compressible sealing material 1822 is installed in at least one of the sealing gasket mounting assemblies 1821. When the liner sections 1820 are compressed by the propelling action of the TBM, the sealing material 1822 is compressed forming a seal between adjacent tunnel liner sections.
  • the present invention in various embodiments, includes components, methods, processes, systems and/or apparatus substantially as depicted and described herein, including various embodiments, sub-combinations, and subsets thereof. Those of skill in the art will understand how to make and use the present invention after understanding the present disclosure.
  • the present invention in various embodiments, includes providing devices and processes in the absence of items not depicted and/or described herein or in various embodiments hereof, including in the absence of such items as may have been used in previous devices or processes, for example for improving performance, achieving ease and ⁇ or reducing cost of implementation.

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Abstract

L'invention concerne un procédé pour l'installation, l'exploitation et l'entretien de forages dans un gisement d'hydrocarbures à partir d'un système de puits et/ou de tunnel à revêtement qui est installé au-dessus, à l'intérieur ou en dessous du gisement d'hydrocarbures. Tout le processus d'installation des puits et tunnels ainsi que de forage et d'exploitation des forages est effectué en maintenant la séparation entre l'espace de travail et la formation souterraine. Selon un aspect de l'invention, des dispositifs têtes de puits peuvent être prémoulés dans le revêtement du tunnel ou du puits pour faciliter l'installation et l'exploitation du forage en cas de pression de formation et/ou de venues de fluide potentielles. Selon un autre aspect de l'invention, le tunnel lui-même peut être utilisé en tant que forage à grand diamètre pour capter des hydrocarbures et, si nécessaire, pour injecter de la vapeur ou des diluants dans une formation afin de mobiliser des hydrocarbures lourds, comme le pétrole brut lourd et le bitume.
PCT/US2006/020901 2005-05-27 2006-05-26 Procede pour la recuperation souterraine d'hydrocarbures WO2006128165A2 (fr)

Priority Applications (1)

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CA2609601A CA2609601C (fr) 2005-05-27 2006-05-26 Procede pour la recuperation souterraine d'hydrocarbures

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US68525105P 2005-05-27 2005-05-27
US60/685,251 2005-05-27
US75369405P 2005-12-23 2005-12-23
US60/753,694 2005-12-23

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US20070044957A1 (en) 2007-03-01

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