摘要
通过定床泥沙模型试验,研究洋山港区总体规划两种方案和一期工程三种方案的工程实施后港池泥沙淤积情况,以及外航道浚深段年平均淤积强度和维护挖泥数量.
From fixed-bed sediment model test, investigation has been done for the sedimentation in the harbor base for two options of overall planning and three options of the first phase work of the Yangshan Harbor area. An annual average depositional intensity and a maintenance dredge quantity are also given.
出处
《海洋学报》
CAS
CSCD
北大核心
2003年第2期67-74,共8页
关键词
定床泥沙模型
港区
淤积强度
fixed-bed sediment model
harbor area
depositional intensity
