摘要
通过物理模型试验,对惠来电厂护岸和灰堤原设计方案和修改方案中的防浪墙、护面块体以及垫层和护脚块石的稳定性、不同潮位时的越浪量以及防浪墙的波压力等进行了观测和测定,结果表明修改方案均解决了原设计方案中的不足,试验研究成果可供类似工程参考。
Based on the physical model test, the stability of parapet, cover layer and foundation, wave overtopping at different water levels and wave resources on parapet for both original and revised scheme of bank protection and ash dike were observed and measured. The results reveal that the revised scheme has overcome the shortcomings of the original one, and thus may serve as a reference for similar projects.
出处
《水运工程》
北大核心
2005年第6期1-4,共4页
Port & Waterway Engineering
关键词
波浪
越浪量
波浪力
试验研究
wave
overtopping wave
wave force
experimental research
