摘要
坝前局部冲刷漏斗形态，是多沙河流上修建的水库设计的主要参数之一，目前多通过模型试验确定．但由于相应的模拟理论尚不完善，造成试验成果与实际情况偏差较大．本文根据坝前水流条件及淤积物特性，导出了粘性淤积物局部冲刷漏斗模型相似准则，并通过模拟某工程实例得到初步验证．
he configuration of scour funnel downstream dams, which is an important design parameter of the reservoirs built on heavily sediment laden rivers, is investigated by the model test. In this paper a model similarity criterion of the scour funnel for cohesive sediment is developed in compliance with the flow conditions and the sediment characteristics downstream dams. A case study for a particular project is given as an example.
出处
《水利学报》
EI
CSCD
北大核心
1997年第11期28-33,共6页
Journal of Hydraulic Engineering
关键词
泄水建筑物
局部冲刷漏斗
粘性淤积物
模型试验
, relesae work, scouring funnel, cohesive sediment, similarity criterion, model test.
