摘要
根据推移质动床模型试验成果 ,研究了重庆港九龙坡港区二期工程实施后港区河段的冲淤特性 。
Based on the movable bed model test with bed load, the erosional and depositional behavior in the harbor appearing after the construction of the second stage engineering of Jiulongbo harbor district are investigated. The rate of back silting in dredged basin and scour fill tendency in upper and lower navigation channel are predicted.
出处
《港工技术》
北大核心
2000年第2期13-17,共5页
Port Engineering Technology
关键词
推移质动床模型
九龙坡港区
泥沙冲淤
重庆港
movable bed model test, Jiulongbo harbor district, silt erosion and deposition, hydraulic model test
