摘要
基于圣-维南方程和悬沙输移及沉积的基本关系,采用隐式和显式相结合的方法,建立了河口尾闾段泥沙数学 模型,并成功地模拟了青岛大沽河河口段的冲淤演变规律.
Based on the saint-Venant equations and basic relations of suspended sediment movement, the numerical model of estuary reach used the explicit and implicit difference methods is founded, and the time fluvial processes of Dagu estuary in Qingdao is successfully obtained by this model.
出处
《西南民族大学学报（自然科学版）》
CAS
2003年第5期573-575,共3页
Journal of Southwest Minzu University(Natural Science Edition)
