4.5 Article

Scale effect and value criterion of the permeability of the interlayer staggered zones in the basalt of Jinsha River basin, China

期刊

HYDROGEOLOGY JOURNAL
卷 26, 期 5, 页码 1731-1748

出版社

SPRINGER
DOI: 10.1007/s10040-018-1777-3

关键词

Interlayer staggered zone; Scale effect; Value criterion of permeability; China; Analytical solutions

资金

  1. National Natural Science Foundation of China [41572209]
  2. Natural Science Foundation of Jiangsu Province of China [BK20140843]

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The hydrogeological characteristics of structural planes are different to those of the associated bedrock. The permeability, and therefore hydraulic conductivity (K), of a structural plane can be significantly different at different scales. The interlayer staggered zones in the Emeishan Basalt of early Late Permian were studied; this formation is located in the Baihetan hydropower project area in Jinsha River Basin, China. The seepage flow distribution of a solid model and two generalized models (A and B) were computed using COMSOL. The K values of the interlayer staggered zones for all three models were calculated by both simulation and analytical methods. The results show that the calculated K results of the generalized models can reflect the variation trend of permeability in each section of the solid model, and the approximate analytical calculation of K can be taken into account in the calculation of K in the generalized models instead of that found by simulation. Further studies are needed to investigate permeability variation in the interlayer staggered zones under the condition of different scales, considering the scaling variation in each section of an interlayer staggered zone. The permeability of each section of an interlayer staggered zone presents a certain degree of dispersivity at small scales; however, the permeability values tends to converge to a similar value as the scale of each section increases. The regularity of each section of the interlayer staggered zones under the condition of different scales can provide a scientific basis for reasonable selection of different engineering options.

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