IMECH-IR  > 环境力学重点实验室(2009-2011)
饱和-非饱和土中渗流Richards方程有限元算法
Alternative TitleFinite-element algorithm for Richards' equation for saturated-unsaturated seepage flow
吴梦喜
Source Publication水利学报
2009
Volume40Issue:10Pages:1274-1279
ISSN0559-9350
Abstract发展了一种求解理查森方程的一般有限元算法.该方法采用积分法处理孔隙水压力对时间的导数项,采用集中质量技术处理有限元方程中质量矩阵来保证数值稳定.所采用的质量守恒迭代方法不须改变迭代方式,采用一般的Picard迭代方法.该方法能求解入渗、地下水位瞬变和排水等范围广泛的饱和-非饱和渗流问题.对3个已公开发表具有详细试验数据的算例的模拟表明,该方法对入渗锋、稳定渗流地下水位和非稳定渗流溢出面都模拟很好.Pieard迭代方法效率很高,且无数值振荡发生.
Keyword理查森方程 非饱和渗流 有限单元法 入渗 瞬变水位
Subject Area流体力学
Indexed ByCSCD
Language中文
CSCD IDCSCD:3710051
Citation statistics
Cited Times:21[CSCD]   [CSCD Record]
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/28717
Collection环境力学重点实验室(2009-2011)
Corresponding Author吴梦喜
Recommended Citation
GB/T 7714
吴梦喜. 饱和-非饱和土中渗流Richards方程有限元算法[J]. 水利学报,2009,40,10,:1274-1279.
APA 吴梦喜.(2009).饱和-非饱和土中渗流Richards方程有限元算法.水利学报,40(10),1274-1279.
MLA 吴梦喜."饱和-非饱和土中渗流Richards方程有限元算法".水利学报 40.10(2009):1274-1279.
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