摘要
通过数学模型 ,对工程区域在各种潮型情况下的流场变化情况进行了研究 ,计算了不同方案时的泥沙回淤强度和淤积量 ,分析了工程兴建后对油二期码头及 2 0万t矿石码头的影响 ,并对两个工程平面布置方案进行了讨论和评价。
From numerical model,the flow field variations of various tidal patterns of the proposed terminal area are studied.Sediment silting streagth and rate is calculated under the different designs.The effect of the project on the 2nd Phase Oil Terminal and on the 200 000 t Ore Terminal is analyzed.And 2 layout designs of the proiect are discussed and estimated.
出处
《水道港口》
2003年第2期56-59,64,共5页
Journal of Waterway and Harbor
关键词
青岛港
潮流
数学模型
Qingdao Harbor
tidal current
numerical model
