Marathon Oil Company

George P Southwell

Robert D Sydansk

David L Gibbons

Bradley D Hutchison

Becky L Ogden

A process for restoring the damaged bottom of a storage tank. The process is initiated by preparing a slurry containing unconsolidated solids and a gelation solution. The gelation solution includes an aqueous liquid solvent, a crosslinkable polymer, and a crosslinking agent. The slurry is placed on the internal bottom surface of the storage tank in a sufficient volume to fully cover the surface. The gelation solution is then gelled substantially to completion in the storage tank to form a gel that binds the unconsolidated solids and converts the slurry into a hardened conglomeration. The hardened conglomeration provides a coat over the internal bottom surface of the storage tank to prevent further damage to the bottom of the tank and leakage therethrough.

Tank bottom restoration process

A process is provided for reducing the permeability of or fluid mobility within a high-temperature treatment region in or proximate to a hydrocarbon-bearing formation below an earthen surface penetrated by a well bore. The process is initiated by preparing a gelation solution at the earthen surface which includes a base loading of a high molecular weight acrylamide polymer, an additive loading of a low molecular weight acrylamide polymer, a crosslinking agent, and an aqueous solvent. The crosslinking agent is preferably a chromium(III) complex having one or more chromium(III) cations and one or more carboxylate anions. The resulting gelation solution is injected into the well bore and displaced into the treatment region where it is gelled in situ to form a gel which substantially reduces the permeability of or fluid mobility within the treatment region.

Permeability or fluid mobility reduction treatment for a

A process is provided for constructing a fluid impermeable subterranean barrier wall in a permeable earthen material at an earthen surface. The process is initiated by excavating an earthen pit in the permeable earthen material. A gelable slurry is prepared including unconsolidated solids, an aqueous solvent, a crosslinkable polymer, and a polymer crosslinking agent. The unconsolidated solids have a bulk component consisting of a soil or a clay. The unconsolidated solids can also include a number of additive agents which enhance the performance of the gelable slurry, such as density control agents, mixing agents, permeability reduction agents, filtration control agents and strength loss reduction agents. The gelable slurry is placed in the earthen pit and gelled to substantial maturity. The resulting gel binds the unconsolidated solids present in the earthen pit to convert the gelable slurry to a gelled continuum of consolidated solids, which forms the fluid impermeable barrier wall in the earthen pit. In an alternate embodiment, a displaceable slurry formed from a liquid and unconsolidated solids is placed in the earthen pit ahead of the gelation solution. The gelation solution is subsequently placed in the earthen pit to displace at least a portion of the displaceable slurry. The gelation solution gels to substantial maturity in the earthen pit, binding the unconsolidated solids present in the earthen pit and forming the barrier wall.

Construction of a fluid impermeable subterranean barrier wall

A foam generator is provided for in-line installation within a surface tubing network. The generator has a foaming chamber with a plurality of permeable screens positioned in series along a continuous flowpath through the foaming chamber. The screens are separated from one another by spacers that define the radial boundaries of the flowpath. According to one embodiment, the screens and spacers are mounted in a cartridge that fits into the foaming chamber to maintain proper screen alignment and facilitate removal of the screens from the chamber for maintenance. In an alternate embodiment, the screens and spacers are mounted directly in the chamber. In both embodiments, the screens are aligned orthogonal to the flowpath enabling the generator to produce a properly textured foam from shear-sensitive fluids with relatively little shear degradation. The foaming chamber exhibits a substantially uniform incremental pressure drop along any segment of its length and a minimum total pressure drop across its entirety as a function of the number of screens in the foaming chamber, the size and pattern of the openings through the screens, and the cross-sectional area of the flowpath delineated by the spacers.

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Denver, CO, United States of America

George P Southwell