摘要
采用变坡试验水槽,研究了不同流量,不同坡度以及不同糙率条件下坡面流水力学参数(雷诺数、弗劳德数、平均流速、水深和阻力系数)变化规律。研究结果表明,在糙率、坡度相同情况下,坡面流的雷诺数、弗劳德数、平均流速、水深和阻力系数均随流量的增大而增大;在坡度、流量相同条件下,随着糙率的增大,坡面流的雷诺数,弗劳德数和平均流速在减小,阻力系数和水深在增大;平均流速、水深和阻力系数与流量和坡度的关系可用简单幂函数表示,而且主要由流量控制。
The variations of hydro-dynamic parameters(Reynolds number,Froude number,average flow velocity,water depth and resistance coefficient) of overland flows were characterized under different flow discharge,slope gradient and roughness based on flume experiments.The research results indicated that Reynolds number,Froude number,average flow velocity,water depth and resistance coefficient of the overland flows increased with flow discharge for the artificial beds with same roughness and slope gradient.Under the conditions of same gradient and flow discharge,Reynolds number,Froude number and average flow velocity of the overland flows decreased with increasing roughness,while resistance coefficient and flow depth increased.Flow discharge and slope gradient were found closely correlated with the hydraulic parameters such as average flow velocity,water depth,and resistance coefficient,which could be well described by simple power functions.Furthermore,the influences of flow discharge were dominant.
出处
《水土保持通报》
CSCD
北大核心
2012年第6期38-42,共5页
Bulletin of Soil and Water Conservation
基金
国家自然科学基金项目"黄土坡耕地地表糙度对产汇流的影响研究"(41271288)
关键词
坡面流
糙率
流态
流速
水深
阻力系数
overland flow
roughness
flow regime
flow velocity
water depth
resistance coefficient