摘要
针对长江中下游堤防工程现状概化出典型条件 ,采用有限元数值模拟方法对堤身堤基渗流场进行了模拟计算 ,分析了作用水头、堤身渗透性、弱透水覆盖层厚度、分别隐伏于覆盖层下和出露于地表的强透水层的厚度、外滩宽度和河泓切割程度等因素对堤身堤基渗流规律的影响 。
Aiming at the levee engineering on the middle and lower reaches of Yangtze River,some typical conditions are generalized.The seepage fields in levee and its foundation under different conditions are simulated with FEM.The influences on seepage field by various factors,such as water head,levee permeability,less peamable covering strata thickness,the thicknesses of strong peamable layers laid under overburden and exposed to the ground surface ,the wideness of foreland and the depth of river bed cut by water flow etc.,are analysed respectively.General regularities are summarized.
出处
《长江科学院院报》
CSCD
北大核心
2000年第5期23-27,共5页
Journal of Changjiang River Scientific Research Institute
关键词
堤身
堤基
渗流
比降
出逸
levee
foundation
seepage
hydraulic gradient
exit
