摘要
通过水工模型试验,验证了枢纽水闸在不同频率的洪水条件下各控制断面的水流流速分布、试验段的流态变化。初步提出了工程布置存在的一些问题及修改方向,可供设计优化参考。
The flow velocity distribution and flow state change of every control section of the sluice project under flood conditions of different frequency were verified by hydraulic model test. Some problems in project layout and modification direction were primarily proposed. The results could provide reference for design optimization.
出处
《山西水利科技》
2016年第4期32-35,共4页
Shanxi Hydrotechnics
关键词
模型试验
流速分布
流态变化
model test
flow velocity distribution
flow state change
