Retrieval of p-band soil reflectivity from signals of opportunity
US-2017343485-A1 · Nov 30, 2017 · US
US12436141B1 · US · B1
| Field | Value |
|---|---|
| Publication number | US-12436141-B1 |
| Application number | US-202519054931-A |
| Country | US |
| Kind code | B1 |
| Filing date | Feb 17, 2025 |
| Priority date | May 31, 2024 |
| Publication date | Oct 7, 2025 |
| Grant date | Oct 7, 2025 |
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A method for quantitative evaluation of self-sealing property of organic-rich shale includes: S1, selecting geological parameters for evaluating the self-sealing property of the organic-rich shale; S2, taking organic-rich shale samples, and measuring the geological parameters of each sample; S3, calculating a weight coefficient w; of each geological parameter; S4, calculating a self-sealing evaluation coefficient S, and correcting the S to obtain a corrected self-sealing evaluation coefficient S′; S5, establishing a self-sealing evaluation standard of the organic-rich shale according to the S′, wherein if S′≥0.6, the self-sealing grade is excellent, if 0.45≤S′<0.6, the self-sealing grade is good, if 0.3≤S′<0.45, the self-sealing grade is medium, and if S′<0.3, the self-sealing grade is poor. According to the method, the self-sealing property of the shale is quantitatively evaluated, and the preservation condition of the shale gas in the shale formation can be more accurately predicted.
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What is claimed is: 1. A method for quantitative evaluation of self-sealing property of organic-rich shale, comprising: S1, selecting geological parameters for evaluating the self-sealing property of the organic-rich shale, wherein the geological parameters comprise five geological parameters of adsorption gas content, overlying pressure, connectivity difference A, connectivity difference B and bound water content; wherein the connectivity difference A is a difference between connectivity of shale itself and connectivity of roof strata; wherein the connectivity difference B is a difference between the connectivity of the shale itself and connectivity of floor strata; S2, taking a plurality of organic-rich shale samples, measuring the adsorption gas content, the overlying pressure, the connectivity difference A, the connectivity difference B and the bound water content of each of the plurality of organic-rich shale samples, and then carrying out standardization processing on each of the five geological parameters to obtain standardized geological parameters Zx ij , wherein the standardized geological parameter for the j-th geological parameter is denoted as P j , and a formula of the standardization processing is as follows: Z x i j = x ι ˙ j - min { x 1 j , x 2 j , … , x nj , } max { x 1 j , x 2 j , … , x nj , } - min { x 1 j , x 2 j , … , x nj , } , where x ij is a value of an i-th sample of a j-th geological parameter before the standardization processing; Zx ij is a value of the i-th sample of the j-th geological parameter after the standardization processing; min {x 1j , x 2j , . . . , x nj } is a minimum value of all sample data of the j-th geological parameter, max {x 1j , x 2j , . . . , x nj } is a maximum value in all sample data of the j-th geological parameter; and j=1, 2, 3, 4, 5; S3, calculating a weight coefficient ω j′ of each of the five geological parameters to obtain five weight coefficients respectively corresponding to the five geological parameters, where ω j′ =t j ; S4, sorting the five weight coefficients in descending order to obtain an ordered sequence: t 1 >t 2 >t 3 >t 4 >t 5 , wherein a standardized geological parameter corresponding to the weight coefficient t 1 is P 1 , a standardized geological parameter corresponding to the weight coefficient t 2 is P 2 , a standardized geological parameter corresponding to the weight coefficient t 3 is P 3 , a standardized geological parameter corresponding to the weight coefficient t 4 is P 4 , and a standardized geological parameter corresponding to the weight coefficient t 5 is P 5 ; S5, calculating a self-sealing evaluation coefficient S, wherein a formula of the self-sealing evaluation coefficient S is as follows: S = t 1 × P 1 3 + t 2 × P 2 2 + t 3 × P 3 + t 4 × P 4
Making measurements of geologic samples, e.g. measurements of moisture, pH, porosity, permeability, tortuosity or viscosity · CPC title
Sorption · CPC title
Investigating permeability, pore-volume, or surface area of porous materials · CPC title
Earth materials (G01N33/42 takes precedence) · CPC title
for water content · CPC title
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