... Seepage Flow Difference 渗流差异 Unsteady Seepage Flow 非稳定渗流 subsurface seepage flow 地下渗流 ...
基于14个网页-相关网页
The two examples show that variable seepage coefficient of element method and unsteady seepage program arecorrect.
通过两个算例验证了变单元渗透系数法和所编的非稳定渗流程序的正确性。
参考来源 - 非稳定渗流及其作用下的边坡稳定性数值模拟·2,447,543篇论文数据，部分数据来源于NoteExpress
并对降雨条件下滑坡的非饱和非稳定渗流进行了分析。
Moreover, unsaturated and unstable seepage analysis for the slope is studied on the condition of rainfall.
本文基于非饱和渗流数学模型，设计了二维非稳定渗流程序。
A two-dimensional unsteady seepage FEM program was developed on the basis of a saturated-unsaturated seepage mode.
给出了该降雨过程的入渗曲线，并对降雨条件下滑坡的非饱和非稳定渗流进行了研究。
The permeance curve of the designing rainfall process is given. The unsaturated and unsteady seepage analysis is made on the slope under the condition of rainfall.
应用推荐