摘要
利用紊流条件下的固液两相流基本方程,结合推移质运动水流的概化模式,推导出定床和动床两种情况下明渠挟带推移质水流的流速分布和阻力系数公式。通过实测资料的计算,证明了理论分析的合理性.
By use of the basic theory of the solid and fluid two-phase flow and charactericstics oftwo-dimensional steady uniform sediment-landen flow in open channel the formula of velocitydistribution and resistance coefficient in the bed-load-transporting flow is derived. The computedresults using the formula are in good agreements with flume experiment data.
出处
《河海大学学报(自然科学版)》
CAS
CSCD
1998年第2期13-20,共8页
Journal of Hohai University(Natural Sciences)
基金
高等学校博士学科点专项科研基金资助项目(基教9203)
关键词
两相流
流速分布
阻力系数
挟沙水流
two-phase flow
bed load
veloctity distribution
resistense coefficient