Abstract: A system includes a processing device and a non-transitory computer-readable medium having instructions stored thereon that are executable by the processing device to cause the system to perform operations. The operations include generating and running a reservoir simulation model. The reservoir and simulation model includes representative natural fracture or secondary porosity attributes for an area of interest for one or more wells. The operations also include generating a synthetic G-function response using results of the reservoir simulation model. Additionally, the operations include calibrating the synthetic G-function response from the reservoir simulation model to a field G-function response generated using results of a field diagnostic fracture injection test by changing natural fracture characteristics of the reservoir simulation model.

Abstract: A system includes a processing device and a non-transitory computer-readable medium having instructions stored thereon that are executable by the processing device to cause the system to perform operations. The operations include generating and running a reservoir simulation model. The reservoir and simulation model includes representative natural fracture or secondary porosity attributes for an area of interest for one or more wells. The operations also include generating a synthetic G-function response using results of the reservoir simulation model. Additionally, the operations include calibrating the synthetic G-function response from the reservoir simulation model to a field G-function response generated using results of a field diagnostic fracture injection test by changing natural fracture characteristics of the reservoir simulation model.

Abstract: Systems and methods for a hybrid approach to assisted history matching in large reservoirs based on a reservoir model built using connectivity between each production well and each corresponding injection well, aquifer or gas cap.

Abstract: Systems and methods for a hybrid approach to assisted history matching in large reservoirs based on a reservoir model built using connectivity between each production well and each corresponding injection well, aquifer or gas cap.

Abstract: A piering system includes a heave plate attached to a foundation and supported by a pier. A downward facing socket is permanently attached to the heave plate. The socket receives the top end of a heavy stud of a coupling assembly, the bottom end of the stud is screwed into a captive nut of a shim-block. A nut is welded to the stud leaving about ½ inch of the stud protruding upwards for insertion into the socket. The nut may be turned to adjust the height of the stud. The shim-block and coupling assembly are supported by a head plate which is supported by the pier. The head plate includes a wide table for supporting a pair of jacks on opposite sides of a house jack facilitating installation of the system.

Abstract: A piering system includes a heave plate attached to a foundation and supported by a pier. A downward facing socket is permanently attached to the heave plate. The socket receives the top end of a heavy stud of a coupling assembly, the bottom end of the stud is screwed into a captive nut of a shim-block. A nut is welded to the stud leaving about ½ inch of the stud protruding upwards for insertion into the socket. The nut may be turned to adjust the height of the stud. The shim-block and coupling assembly are supported by a head plate which is supported by the pier. The head plate includes a wide table for supporting a pair of jacks on opposite sides of a house jack facilitating installation of the system. The cooperation of the ball and socket helps to prevent “off-set loads” which otherwise may break the piering system.

Abstract: A piering system includes a heave plate attached to a foundation and supported by a pier. A downward facing socket is permanently attached to the heave plate. The socket receives the top end of a heavy stud of a coupling assembly, the bottom end of the stud is screwed into a captive nut of a shim-block. A nut is welded to the stud leaving about ½ inch of the stud protruding upwards for insertion into the socket. The nut may be turned to adjust the height of the stud. The shim-block and coupling assembly are supported by a head plate which is supported by the pier. The head plate includes a wide table for supporting a pair of jacks on opposite sides of a house jack facilitating installation of the system. The cooperation of the ball and socket helps to prevent “off-set loads” which otherwise may break the piering system.

Abstract: A piering system includes a heave plate attached to a foundation and supported by a pier. A downward facing socket is permanently attached to the heave plate. The socket receives the top end of a heavy stud of a coupling assembly, the bottom end of the stud is screwed into a captive nut of a shim-block. A nut is welded to the stud leaving about ½ inch of the stud protruding upwards for insertion into the socket. The nut may be turned to adjust the height of the stud. The shim-block and coupling assembly are supported by a head plate which is supported by the pier. The head plate includes a wide table for supporting a pair of jacks on opposite sides of a house jack facilitating installation of the system. The cooperation of the ball and socket helps to prevent “off-set loads” which otherwise may break the piering system.