摘要
建立了飞云江口二维潮流泥沙数学模型.模型经验证后,计算分析了凤凰山深水港区两个规划方案下的水流变化及泥沙回淤强度.计算结果表明,方案2的回流范围和泥沙回淤强度均小于方案1.
The 2-D tidal current and sediment mathematical model for Feiyunjiang estuary is established. After verification, the model is applied to calculate the change of current and back silting in the port area of Fenghuangshan Port with two different plans. Calculation results show that the recirculating region and back silting of Plan 2 are smaller than those of Plan 1.
出处
《水利水运工程学报》
CSCD
北大核心
2006年第4期21-27,共7页
Hydro-Science and Engineering
基金
国家重点基础研究发展计划资助项目(2003CB415206)
国家自然科学基金资助项目(50379027)
关键词
潮流
泥沙
泥沙回淤强度
港区规划方案
二维数学模型
飞云江口
tidal current
sediment
back silting of sediment
port planning
2-D mathematical model
Feiyunjiang estuary
