摘要
应用三维有限元法对黄河西霞院水利工程水平铺盖进行了分析计算 ,选取 70m ,87m ,1 0 0m ,1 50m共 4种不同的水平铺盖长度设计方案进行比较 ,确定水平铺盖长度为
The herizontal impervious blanket of Xixiayuan water conservancy engineering on Yellow River is analyzed using 3-D finite element method. The 87 m length of the impervious blanket is better than 70 m, 100 m and 150 m in the impervious effect.
出处
《华北水利水电学院学报》
2000年第2期46-48,共3页
North China Institute of Water Conservancy and Hydroelectric Power
