摘要
文章阐述了改进阻力系数法在坎河溜防洪涵工程中涵闸底板地基的防渗计算的运用。
The paper presents the using detail of improved method of resistance coefficient in Kanheliu Sluice, provides a reference to the seepage calculation of such structure in the future.
出处
《安徽水利水电职业技术学院学报》
2012年第4期39-41,共3页
Journal of Anhui Technical College of Water Resources and Hydroelectric Power
关键词
涵洞
改进阻力系数法
地下轮廓线
渗流坡降
culvert
improved method of resistance coefficient
underground contour
seepage slope