摘要
应用三维等参数有限单元法,对黄河龙口水库库坝区周围一定范围的初始渗流场、万家寨蓄水后的渗流场及龙口工程蓄水后的渗流场进行了数值模拟,并计算了相应的渗流量。
By means of 3D isoparametric FEM, a numerical simulation has been done on three schemes of initial seepage field, seepage field after impounding of Wanjiazhai Reservoir and seepage field after impounding of Longkou Reservoir at the vadose region around future Longkou Dam. And the corresponding seepage flow was calculated. These results are significant for decision of the practical project.
出处
《工程地质学报》
CSCD
1999年第1期54-59,共6页
Journal of Engineering Geology