摘要
应用尖流理论的解释解了闸坝地基面渗透压力的分布规律，求出渗透压力的合力大小和作用点位置，分析了地基深度和下沉平底板下沉深度对渗透压力分布的影响；并与传统的简化计算方法作了比较。
The seepage pressure distribution law of the dam foundation plane is studied by the theoretical solution of the seepage theory. Also is found the resultant force of the seepege pressure and its position. The effect of the foundation depth and the sinked plate depth on the seepage pressure distribution is analysed and compared with the traditional simplified computation method.
出处
《陕西水力发电》
1996年第4期47-51,共5页
Journal of Shaanxi Water Power
关键词
闸坝
地基渗漏
渗透压力
分布规律
渗流计算
Gate dam, Foundation leakage, Seepag pressure, Distribution pattern, Seepage calculation
