2022
DOI: 10.1007/s13202-022-01538-6
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A new water flooding characteristic curve at ultra-high water cut stage

Abstract: A large number of field practices show that the water flooding characteristic curve will appear up-warping phenomenon in ultra-high water cut stage, and the conventional water flooding characteristic curve is difficult to accurately characterize. In this work, a new expression of oil–water relative permeability ratio (Kro/Krw) and water saturation (Sw) is proposed based on the statistical analysis of experimental data of oil–water relative permeability at high displacement multiples. The new expression has a s… Show more

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Cited by 6 publications
(4 citation statements)
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“…The relative permeability curve of the investigated area exhibited a concave upward type in the water phase, aligning with the standard shape for oil-water relative permeability curves (Figure 11) [57,58]. Initially, a rapid decline was observed in the oil phase permeability curve, which gradually decelerated as water saturation increased.…”
supporting
confidence: 78%
“…The relative permeability curve of the investigated area exhibited a concave upward type in the water phase, aligning with the standard shape for oil-water relative permeability curves (Figure 11) [57,58]. Initially, a rapid decline was observed in the oil phase permeability curve, which gradually decelerated as water saturation increased.…”
supporting
confidence: 78%
“…Moreover, a Dutch PANalytical (Panaco) Empyrean (Sharpening) was used to perform XRD to obtain the mineralogy of the samples. 21,22 Samples were pretreated, for the purpose of observing ultraviolet reflection of the samples to ensure that the oil content of the sample is less than allowed levels, otherwise it should have been cleaned by organic solvents. The ball mill was then used to grind the rock piece to about a 380 mesh, and after that about 2 g was selected for scanning.…”
Section: Methodsmentioning
confidence: 99%
“…For grain-supported sandstone and mudstone, the empirical formula K = b-alnh is used (K is the compression coefficient, h is the present burial depth, a and b are the constants of shale a = 0.1, b = 1.46; and for sandstone, a = 0.08, b = 1.37) for compaction correction. 21,36 In the sandstone segments of the study area, the sample points of the grain-supported structure account for about 50%. The high precision compaction correction for this part of sandstone also improves the accuracy of formation compaction correction in the entire study area.…”
Section: Single Well Formation Thickness Recoverymentioning
confidence: 99%
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