摘要
本文首先介绍在分层土壤桥墩局部冲刷试验研究的基础上,采用分析的方法推导出在恒定流条件下计算分层土壤桥墩局部冲刷深度的解析表达式和经初步验证,证明了本文推导的解析式的合理性与实用性, 文中还介绍了在非恒定流条件下分层土壤桥墩局部冲刷试验结果,并与恒定流条件下的冲刷深度进行了比较,
Based on the experimental study of local scour around bridge pier in-layered soil foundation, it is suggested that the analytical expression of local scour around bridge pier in two layer soil bed by steady flow can. be formulated asThis formula has been preliminarily verfied by experimental records, which shows its rationality and applicability.In addition, this paper presented the experimental results on local scour around bridge pier in two layer soil bed by unsteady flow. The results are compared with local scour around bridge piers in two layer soil bed by corresponding steady flow.
出处
《泥沙研究》
CSCD
北大核心
1994年第1期22-28,共页
Journal of Sediment Research