METHOD FOR IDENTIFYING LITHIUM-POTASSIUM-RICH BRINE RESERVOIRS BASED ON PARAMETER SENSITIVITY ANALYSIS

    公开(公告)号:US20240427053A1

    公开(公告)日:2024-12-26

    申请号:US18775694

    申请日:2024-07-17

    Abstract: A method for identifying high-quality lithium-potassium-rich brine reservoirs based on parameter sensitivity analysis is provided. Basic characteristics of a brine reservoir area are determined. The sensitive parameter analysis of the brine reservoir area is performed by rock physics modeling and cross-plotting of logging curves to determine a rock physics parameter range and a logging parameter range of the brine reservoir area. The relationship between the wave impedance and the water saturation based on the rock physics model. A coordinate range of a water-rich reservoir is determined based on the inversion result of the water saturation. Within the coordinate range of the water-rich reservoir, a coordinate range of the lithium-potassium-rich brine reservoir is determined based on the natural gamma inversion result obtained by waveform phase-controlled inversion, so as to achieve geophysical identification and prediction of high-quality brine reservoirs in the marine strata.

    GEOLOGICAL STRUCTURE CHARACTERIZATION METHOD BASED ON SEISMIC VELOCITY SIGNAL AND ACCELERATION SIGNAL

    公开(公告)号:US20240427043A1

    公开(公告)日:2024-12-26

    申请号:US18762513

    申请日:2024-07-02

    Abstract: A geological structure characterization method based on a seismic velocity signal and a seismic acceleration signal is provided. The seismic acceleration signal and the seismic velocity signal are acquired and normalized. Constant-phase wavelet and minimum-phase wavelet extraction or mixed-phase wavelet extraction is performed. In the constant-phase wavelet and minimum-phase wavelet extraction, a first minimum-phase wavelet is extracted based on the seismic velocity signal, and a constant-phase wavelet is extracted based on the seismic acceleration signal, and converted to a second minimum-phase wavelet. A residual between the first minimum-phase wavelet and the second minimum-phase wavelet is calculated. If the residual is greater than a preset threshold, the constant-phase wavelet extraction is performed again, otherwise, the first minimum-phase wavelet and the constant-phase wavelet are output.

    PRE-LOADED CONCRETE-FILLED STEEL TUBULAR COLUMNS AND METHOD FOR FABRICATING THE SAME

    公开(公告)号:US20240159054A1

    公开(公告)日:2024-05-16

    申请号:US17987187

    申请日:2022-11-15

    CPC classification number: E04C3/34

    Abstract: The present application relates to a circumferentially pre-loaded concrete-filled steel tubular column, including a steel tube formed from a plurality of steel sheets with two flanges formed at two opposite sides of each of the steel sheets, respectively, and defined with bolt holes therein; and a concrete core provided in the steel tube. Every two adjacent steel sheets are connected with each other by bolts passing through corresponding bolt holes in two adjacent flanges to form the circumferentially pre-loaded concrete-filled steel tubular column.

    Groundwater circulation well system with pressure-adjustable hydrodynamic cavitation

    公开(公告)号:US11912595B2

    公开(公告)日:2024-02-27

    申请号:US18112588

    申请日:2023-02-22

    CPC classification number: C02F1/72 C02F1/34

    Abstract: The present invention relates to a groundwater circulation well system with pressure-adjustable hydrodynamic cavitation, including a circulation well body, a sucked and injected water circulation assembly and a hydrodynamic cavitator. The sucked and injected water circulation assembly is based on a water suction and injection pump. The hydrodynamic cavitator is provided, inside a vortex chamber, with a vortex water inlet column capable of changing a water passing aperture. The hydrodynamic cavitator is capable of changing a bubbling pressure and a breaking pressure of hydrodynamic cavitation bubbles in the vortex water inlet column. The hydrodynamic cavitator generates vortices in the circulation well body to accelerate uniform mixing of a remediation agent and the groundwater. Energy from collapsing and bursting of the hydrodynamic cavitation bubbles activates the remediation agent such that contaminants in the groundwater are efficiently degraded.

    Heat transfer limit experimental device of high-temperature heat pipe equipped with convenient temperature measurement box and method

    公开(公告)号:US11892380B1

    公开(公告)日:2024-02-06

    申请号:US18133540

    申请日:2023-04-12

    CPC classification number: G01M99/002 F28F2200/005

    Abstract: The present disclosure provides a heat transfer limit experimental device of a high-temperature heat pipe equipped with a convenient temperature measurement box and a method based on the heat transfer limit experimental device. The heat transfer limit experimental device includes a high-temperature heat pipe, an electric heating system, a convenient temperature measurement box, a control system, a gas-cooled heat exchange system, and a data acquisition system. The electric heating system is connected to the high-temperature heat pipe. The convenient temperature measurement box is connected to the gas-cooled heat exchange system. The data acquisition system is connected to the gas-cooled heat exchange system, the convenient temperature measurement box, and the electric heating system. The control system is connected to the gas-cooled heat exchange system, the convenient temperature measurement box, and the electric heating system. The high-temperature heat pipe is disposed inside the convenient temperature measurement box.

    METHOD FOR REMEDIATING PETROLEUM HYDROCARBON CONTAMINATION IN GROUNDWATER

    公开(公告)号:US20240024936A1

    公开(公告)日:2024-01-25

    申请号:US18203767

    申请日:2023-05-31

    Abstract: The invention relates to a method for microbial remediation of underground water petroleum hydrocarbon contamination by regulating soil buffer capability, which comprises detecting the soil particle size of contaminated site soil, dividing the contaminated site soil into coarse-grained soil and fine-grained soil; dividing the contaminated site soil into high buffer capacity soil and low buffer capacity soil; and adjusting the composition and ratio of a biostimulant solution added to the contaminated site soil based on the classification of the contaminated site soil. The detecting step includes classifying soil with a particle size between 0.075 mm and 60 mm and a mass greater than or equal to 50% of the total mass as coarse-grained soil; and classifying soil with a particle size not greater than 0.075 mm and a mass greater than or equal to 50% as fine-grained soil.

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