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考虑三维抽水压密变形的粘弹性越流理论

Viscoelastic Theory of Leakage Flow with the Consideration of Three-dimensional Compaction of Soil Skeletons Due to Pumping
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摘要 研究夹有弱透水层的双层含水层组的渗流问题,提出了考虑含水层组土骨架的三维粘弹性抽水压密变形的越流模型,得到了模型的严格解。 The problem of leakage flow in a two-aquifer system with an aquitard has been studied in this paper, and the model of leakage flow is proposed in consideration of the three-dimensional deformation of compaction of the soil skeletons due to the pumping of the aquifer system with viscoelastic properties.The exact analytical solutions to this model, which can be used to compute the variation of groundwater level in each layer of the viscoelastic aquifer system, are presented. And an example of calculation is also given.
出处 《同济大学学报(自然科学版)》 EI CAS CSCD 1995年第3期309-314,共6页 Journal of Tongji University:Natural Science
基金 上海市青年科学基金 国家自然科学基金
关键词 粘弹性 越流 双层含水层组 变形 计算 Viscoelasticity Leakage flow Two-aquifer system
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参考文献2

  • 1吴林高,同济大学学报,1989年,17卷,1期,21页
  • 2Chen Z X,Water Resources Research,1986年,22卷,8期,1225页

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