摘要
应用已建工程的冲刷原型观测资料,进行模型返演试验,确定该工程溢流坝下游岩基的抗冲当量粒径。将待建工程的基岩条件与之类比,分析选定该待建工程基岩的抗冲当量粒径,再进行冲刷模拟试验,以预报工程完建运行后可能会发生的坝下冲深。
Using scour data downstream of the spillway obtained from prototype observation of a completed project, an inverse model test is conducted so as to determine the proper equivalent particle sizes of scour resistance in the model. Comparing rock foundamental properties of completed and unbuilt projects, the equivalent particle sizes of scour resistance in the model for the unbuilt projects are estimated. Then, by use of these particle sizes, the scour model test can be made to predict directly possible scour depth downstream spillway.
出处
《长江科学院院报》
EI
CSCD
北大核心
1998年第2期42-45,共4页
Journal of Changjiang River Scientific Research Institute
基金
三峡工程"八五"攻关子题
关键词
岩基冲刷
抗冲性能
当量粒径
模拟试验
rocky river bed’s scour
scour resistance
equivalent particle size
qualitative classification