Estimation of the Phreatic Line for One-Dimensional Unsteady Seepage Flow Using Similarity Transformation

IF 0.8 4区 工程技术 Q4 ENGINEERING, GEOLOGICAL Soil Mechanics and Foundation Engineering Pub Date : 2024-04-12 DOI:10.1007/s11204-024-09936-0
Seunghwan Seo, Moonkyung Chung
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Abstract

An approximate solution that can predict phreatic line through similarity transformation by directly using second-order nonlinear partial differential equations, which is used for one-dimensional unsteady seepage flow analysis is proposed. The proposed approximate solution, derived using similarity transformation, confirms the change of the phreatic line over time in the earthen dam. To evaluate the applicability of the approximate solution, the prediction of the phreatic line using similarity transformation is then compared with that of conventional methods by Kozney, Casagrande, and Schaffernak-Iterson, as well as with numerical and experimental test results. It is noted that the approximate solution can predict the phreatic line reasonably well in homogeneous earthen dams.

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利用相似性变换估算一维非稳态渗流的幽谷线
本文提出了一种近似解法,即直接利用二阶非线性偏微分方程,通过相似性变换预测喷涌线,用于一维非稳态渗流分析。利用相似性转换得出的近似解证实了土坝中喷口线随时间的变化。为了评估近似解的适用性,利用相似性变换预测的喷口线与 Kozney、Casagrande 和 Schaffernak-Iterson 的传统方法以及数值和实验测试结果进行了比较。结果表明,近似解法可以很好地预测均质土坝的喷涌线。
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来源期刊
CiteScore
1.50
自引率
12.50%
发文量
65
审稿时长
6 months
期刊介绍: Soil Mechanics and Foundation Engineering provides the Western engineer with a look at Russian advances in heavy construction techniques. Detailed contributions by experienced civil engineers offer insights into current difficulties in the field, applicable innovative solutions, and recently developed guidelines for soil analysis and foundation design.
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