2020
DOI: 10.1016/j.ijhydene.2020.01.222
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Unsteady seepage solutions for hydraulic fracturing around vertical wellbores in hydrocarbon reservoirs

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Cited by 53 publications
(12 citation statements)
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“…The farther the point is from the origin, the greater the weight value, or the greater the effect of determining the sample difference [47]. It can be seen in Figure 6 that TDS, HCO 3 -, and Na + +K + were far from the origin, indicating that these three water chemical composition variables played a greater role in water source identification. On the first principal component t½1, the loading values of HCO 3 -, SO 4…”
Section: Analysis Of Discriminant Model Resultsmentioning
confidence: 97%
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“…The farther the point is from the origin, the greater the weight value, or the greater the effect of determining the sample difference [47]. It can be seen in Figure 6 that TDS, HCO 3 -, and Na + +K + were far from the origin, indicating that these three water chemical composition variables played a greater role in water source identification. On the first principal component t½1, the loading values of HCO 3 -, SO 4…”
Section: Analysis Of Discriminant Model Resultsmentioning
confidence: 97%
“…In addition, compared with the PCA method, PLS-DA has the function of quantifying the degree of difference between different water sources caused by the characteristic water chemical composition. The loading scatter plots of PCA and PLS-DA both showed that TDS, HCO t [3] t [1] t [2] t [3] Figure 8: Schematic diagram of the PLS-DA model in threedimensional space. 100: fourth aquifer water; 010: coal-bearing sandstone aquifer water; 001: limestone aquifer water.…”
Section: Discussionmentioning
confidence: 99%
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“…Filling fracture networks are common in practical projects. Most materials used for filling fracture networks are particle accumulation bodies (e.g., breccia, sand, travertine formed by tectonism, weathering, or the action of groundwater, as well as fractured rock masses from the destruction of the protolith by earthquakes, mining disturbances, and other factors) [1][2][3]. During underground construction, fracture zones develop continuously and achieve a hydraulic connection between the nearby aquifer and the working face due to actions, such as disturbance and unloading, which may lead to nonlinear flow in the fracture network.…”
Section: Introductionmentioning
confidence: 99%