摘要
根据多年来水文泥沙研究成果,分析小庙洪南水道区域粉沙质海岸泥沙运动特性,提出"整治与疏浚"相结合的航道建设原则,确定合理的防沙堤尺度,采用超挖备淤以及航道备淤分段取值的设计方案,解决了环抱式港池建设的关键技术问题。
Overyear oceanographic sediment research results are used to analyze silt motion characteristic of sandy coast in Small Temple Hongnan waterway area,put forward the channel construction principle that combines regulating with dredging,determine reasonable size of sand barrier. In addition,the design option chooses overdredging and taking segment values against siltation,which solves key technical difficulties of the surrounding basin construction finally.
出处
《港工技术》
2014年第3期14-17,共4页
Port Engineering Technology
关键词
环抱式港池
航道
泥沙骤淤
总体方案
surrounding harbor basin
channel
sediment sudden siltation
overall plan
