摘要
建立瓯江河口变态物理模型,进行浅滩围涂工程促淤方案的清水试验研究,分析了瓯江口水沙特征值,提出适合该河口的淤积厚度估算方法。
By setting up a distorted-scale physical model of Oujiang River estuary, studying the shoal reclamation and siltation promotion plans with clear water experiments, analyzing water and sand eigenvalue of Oujiang River estuary and forwarding the calculation method of the river estuary siltation thickness, well proved by natural silt-thickness data, the authors forecast the siltation thickness of Wenzhou Shoal in Oujiang River estuary after executing the siltation promotion plans.
出处
《海洋工程》
CSCD
北大核心
2005年第3期39-44,共6页
The Ocean Engineering
关键词
瓯江河口
围涂
促淤估算
水沙特性
Oujiang Estuary
cofferdam
siltation calculation
water-sand characteristics